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3045 Hwy 13CITY OF EAGAN Remarks ' - - --- Addition _ S@Cti1011 9 Lot Rik Parcel 10 00900 010 26 Owner Street 3o45 HdY. 13 State Eagan,MN 55121 ? ??C%-f f - 4 1 Improvement Amount Annual Years Payment Receipt Date STREET SURF. I STREET RESTOR. I ? GRADING SAN SEW TRUNK 1968 1. 0 110.48 30 SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA 1977 15709.60 100, 3 1 STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK ? INSPECTION INSPECTOR DATE COMMENTS - < cz; er r= , , ? ' '' ? . 25, !r / C 0 .17 01 -4 a i Uy e !n:-t SITE ADDRESS B Sect./Sub. Unit # Permit # CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Esgan, MN 55121 PHONE: 454-8100 sU1LDING PERMIT Reuipt ? Site Address Lot Block ! Sec/Suh. Parcel Na. Name ? Address City Phone ,G Name ;J :LDI;t? u< Address - •, ? Citv Phone Name _ Address City _ Phone 90940 erecc u o?upancY Remodel ? Zoning Repair ? Type of Const. ? Additlon ? No. Stories Move ? Length Demolish ? Depth " Int Impr, ? Sq, Ft. ' Install O ?' r 4 i ? Approvols FNs Assessment Woter 8 Sew. Polite Fire Enp. ? Plonner Counci I Permit Surcharge - Plan Review " - ` r SAC Water Conn Water Meter Road Un(t ' I hereby ackrwwledpe that I hove read this opplication and state that Bldg. Off, } Tr. PL the informntion is correct and ogree to comply with all applicoble AP? parks $tote of Minnesota $tatutes and City of Eagan Ordinances. , Var. Date Copies Sipnnturo of Pem+ittee Total /? Building Pcrtnit is issued to: ' on fhe expreas conditbn tho+ oll work shall be done in occordonce wlth oll appliwble Stote of Minnesota Statutes ond City of Eoqon Ordinontes. Bufldirp OiflNal PKmk No. Pwmk Holder Dow Telophone Plumbirq H.VA.C. EMcWe Soitwwr Irnpsction Date Insp. Other Footinys I ? ? ? Footings 11 Foundation Freminy Roofing Rouyh Wby. Rouyh Htp. Insul. Flreplace Flnal Htg. Final Plby. 9 FInaI C?rt/Occ. W?? Doseribe Loestion: Wfll S?wer Pr. Disp. CITY OF EAGAN 3795 Pilot Keob Road Eogun, MN 55122 N2 4331 PHONE: 454-8100 ? BUILDING PERMIT ,?? ?::r., _ Receipt # To be used for Site Address Lot B?ack 5ec/Sub. ')'? ?? 2? Parcel # w Nome .'.izt r- ..z?i:1.LCFr-,;: • r? . 3 Address - . . ` ^ ? City Phone a Name ' '. ZU Voa Address ? _Lo Address <w City Phone I hereby acknowledge thut I have read this application the information is correct ond ogree to comply with State of Minnesota Statites ond City of Eogan Ordir Signoture of Permittee t:p,At A Building Permit is issued to: _ all work shall be done in accordance with all applicob Building Official - -- Erett Q• Occupancy Alter ? Zoning Repair ? Fire Zoree _ Enlarge ? Type of Const. Move ? #k Stories Demolish ? Front _ ft. Grade ? Depth ft. Assessment _- Woter & Sew. Pol i ce Fire Eng. Planner Council Bldg. Off. APC Fees Permit Surcharge Plan check 5AC Woter Conn. Water Meter I Total on Yhe express condition that of Minnesota Statutes and City of Eacon Ordinancas. Pamit # Date lauad PerwlffN Plumbing Mechanicol INSPECTIOhlS DATE INSP. Rouglrln Finnl Footings L.{ Date Insp. Dote InpP. Foundation - Plurtbing Frame/ins. 40-? Mechanital Finaf -- Remorks: CITY OF EAGAI+i 8795 Pilot Kaob Raod Eogan, MN 55122 N2 PHONE: 454-8100 BUILDING PERMIT Receipt # To be used for Est. Value Date Site Address Lot Blxk Sec/Sub, Purcal # oc Name . ' ; Address b r-:... ?--- ? Nome _ ?F Address r?.,. Nome _ Address 5351 Erect ? Occupancy Alter ? Zoning Repair ? Fire Zone Enlarye ? Type of Const. Move p # Stories Demolish ? Front ff. Grode ? Depth h. Approva Is Fees Assessment _ Woter & Sew. Police Fire Eng. Planner Counci I Surcharge Plan check SAC Water Conn. Woter Meter I hereby acknowledge thaY I have read this applicotion and state thct gldg. Off, the infortnotion is correct ond agree to comply with all appliccble 5tate of Minnesoto Statutes ond City of Eugan Ordinances. ^PC Total Signature of Permittee A Building Permit ls issued to: on the express condition that oll work sholl be done in accordance with all applicable State of Minnesota Stotutes ond City of Eagon Ordinonces. Building Offlciol Pamk # Dute Isaed PffuittM Plumbing Mechan(col INSPECTIONS DATE INSP. RouOh-In Finai Footings Date Irup. Date Insp. Foundation Plumbing Frnme/ins. Mechanical Final ? Remarks: . . • , . . _ . . . . -----..?-T--.R--. . . . . . •_•- , 3830 Pilot Knob Ro dl P.O. Box 2G-A1 9, Eagan, MN 55121 125 3 3 PHONE. 454-9 100 BUILDING PERMIT Receipt# ? Tnhnusnd}nr ?'jHSF ADDITI04?t va,,,o $222,000 nArp AUGUST 28 ,q d. Site,4ddress 3045 SI$LEY MEM HWY Erect ? occupancy $2 1 SFCT 9 26 Remodel ? Zoning Lot Bto ck secisub. V Parcel No. Repair ? Type of Const n Addition QKXNo. Stories I'ULL EidGR Move ? Length 1 ? Name 1 Z ,? . Demolish ? Depth 0 Address Int I Ft ? S o 454-4300 mpr. . q. 13,900 City Phone Instau ? U¢ W W P W U? ir W t Phone I hereby acknowledge that I have information is correct and agree Minnesota Statutes aad City of F Signature of Permittee? "I A Building Permit is issued to: all work shall be done in acco Building OHicial of Assessment Water & Sew. Police Fire Planner Council Permit Y ' .J" • "` Surcharge 111.0( Plan Review 3 b 9. 0( SAC Water Conn. Water Meter Road Unit ' Tr. PI. ??1Var. Date Copi Total 1, 218. 00 'RjNG on the express condition that of Minnesota Statutes and Ciry of Eagan Ordinances. Permlt No. P~ HWdar Dab TNeplwne N Plumbiny H.V.A.C. Electric C7 /-% r-Os'' son.n.. Impecqon DaN Insp. CommMh FootlnpaI ' ?/L Cr Fooenp. n FoundaNon Framinp Hoo11n0 9 7 Rouqh Plby. ' - Rouyh Hip. Insul. Flnplace Final Hlp. Final Plbp. Bldp. Flnal C?rt. Occ . Deck Ftp. Deek Fp. ?m YYell Pr. Disp. CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHON E: 454-8100 BUILDING PERMIT To be used for Est. Value Receipt # Date ' ,19 Site Address Lot Block Sec/Sub. SECTION 9 Parcel No. a Name W = Address 3 ° City Phone ¢o . Name ? i Address ? City Phone ?m VW Name Address ¢ W City Phone I hereby acknowledge that I have read this application and state that the inlormation is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permittee A Building Permit is issued to: ' on the expreSs condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Officia OFFIC E USE ONLY On Site Sewepe OcCUpancy MWCC 3ystem Zoning On Site Well (Actual) Const City Water (Allowable) PRV Required # of Storles Booster Pump Length Depth S.F. Total Footprint S.F. APPROVALS FEES Engr./Assess. Permit Planner Surcharge Council Plan Review Bldg. Off. SAC, City Variance SAC, MWCC Water Conn. Water Meter Road Unit Treatment P1 Parks TOTAL Permit No. Permit Holder Date Tslephone Plumbing H.V.A.C. E lectric Softener Inspection Dats Insp. Comments Footings I Footings II Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Final Plbg. Bldg. Final Cert. Occ. Temp. LP Deck Ftg. Deck Final Well Pr. Disp. cirY oF EAGAN 2795 Pilof Kwob Rood Eoyon, MN 55122 PHONEs 454-8100 BUILDING PERMIT Receipt # To be wed for Est. Vatue Dote , ' ' , 19 Site Addrcu Erect [] Octuponcy Lot Block $ec/$ub, Alter ? Zoninfl parcel # Repoir 0 Fire Zone oc Name - W ? ?1ddflSS Ci pfione $? Name - F ?? Addres: ? Ci Phone ?W Nome r x;1 Addross I hereby ocknowledge thot i how reod this application ond state that the intormotion is torrect ond ogree to comply with oll opplicable Stote of Minnesota Stotutes and City of Eogon Ordinonces. Sipnature of Permittee A Building Permit Is issued to: oll work shall be done in ocoordonce with oll appliooble State of Bulldinq Offic{ol Enloroe ? Type of Corut. Move ? # Stories Demolish p Lengih Grode ? Depth Sq. Ft. Apvrorals Fee• Assessment Water & Sew. Polica Fire Enp. Plonner Councll Bldg. Off. APC Permit SurcFarye Plon check SAC Water Conn. Water Meter Rood Unit Total on the express concfitlon tMi Statutes ond City of Eoflan Ordinances. Permit No. Permit Holdsr Misc. Permit No. Holder Plumbi?y H.V.A.C. Wdl Water Dkp. p. S?vwr ENctric Inq»ction Daw Insp. Other Footinqt Foundation Framinp Rouoh PIb4 Rou? HVA Inwlation Final Plbp. Final HVAC Final ? C W?? DKeribs Loeation: YWII E Sew?r Pr. Di?p. i 1 BUILDING PERMIT To be used for STOitAGE Site Address 3045 8 3830 Pilot Knob Road, P.O. Box 21-199, PHONE: 454-8100 Est. Value S15,000 Lot 'J1 Block 2b SeclSub. b"{• y Parcel No. W Name UNITED F1VE 5TAR CAI'ITAL CORP o Address SAME City Phone 454-4300 Address SAME City Phone 45"300 ? ; Address a W City Phone I hereGy acknowlege that I have read this appiication and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City ot Eagan Oidinances. Signature of Permitee ` A Building Permit is issued to: LULL CORP on the express condition that ali work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official ? iL - O FFICE USE ONLY , ? Occupancy - FEFS Zoning - ;162.00 `. (Aciual) Const - Bldg. Permit (Allowable) 7.50 - Surcharge # of Stories - 81.00 Length _ Plan Review OeAth - SAC, City S.F. Total - SAC, MCWCC ? S.F. footprints - On Site Sewage _ Water Conn ? ? On 5ite Well - Water Meter , MWCC Syslem _ ? City Water Acc _ t• Oeposit PRV Required _ S1W Permit ? Booster Pump - S!W Surcharge + ? Treatment PI APPROVALS Road Unit Planner - Park Ded. Council ? BIdg.Off. _ Copies Variance - TOTAL ;250' SO Permit No. Permtt Holder Date Tefephone # WATER SEWER PLUMBING H.V.A.C. ELECTRIC ? C? ? ??:(-t- tL'i,?_ ?• ?? iO ??G.v Inspection Date Insp. Comments Footings I Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Final Plbg. Const. Meter Plbg. Inspectar- Notify Plumber Engr./Plan 81dg. Finai Deck Ftg. Deck Fina! Well Pr. Disp. CITY OF EAGAN 3795 Nlot Knob Rood Eapan, MN 56122 PHONEs I54.8100 BUILDING PERMIT Rece1Pt o!',rzc. ?;,.?)IT'r?7;. .,. Ta 6s uowd ie. " " Fe! Vnl, ?, •. ?i 1 n 7.! I O De?n Q? $it! ^ddress -? V Y J n.1 Lot (;1') Blxk 26 Parcel # 1_1' -00900-01 01 Name ..,.?,..a ? . . ., ,_..,, j - - - ?? Address Nome Addrcss I hereby ocknowledge that I hove read this a th2 intormation i5 correCt and pgree to COi , State of Minnesotn 5totutes and City of Ec Signoture of Pennittee _ A Building Permit is issued to: oll wark sholl be done in acwrdonce with al Buildinq Officiol _ plication ond sfate thot ply with oll opplicable )on Ordinances. ,_ . .. . `_?, ... ?_ .? opplicoble Statc of_Min Erect 'a Alter 0 Bepair 11 Enlorge Z Move o Demolish p Grode ? ?I .? LJ V .-:71?' j Occuponty Zoning f J Fire Zone Type of Const. # Storief 0 Length ? Depth Z7 Sq. Ft. Fee: Assessment Woter & Sew. Pol ice Fire Eng. Planner Council Bldg. Off. APC , Tnc. Permit Surcharge 1"?? • ?" Plon check 341. Y1 SAC `I t? Water Conn. Water Merer ? - 77 ? Rood Unit - Total ' 1, 3:' . 50 on the express condition fhat n and Gity of Eagan Ordinances. 4 Pormit Mo. Permit HoJder Misc. Permit No. Holder Plumbing ?j H.V.A.C. D? Well Water Diap. Sewer Electric Inapaction Date Insp. Qther Footings Foundation Framing Rough Pf6g. Rough HVA Inwlation Final Piby. Fina1 HVAC Final Water Dascribe Location: _4- Z YVell s Sewar Pr. Disp. ? ?CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: , • ?,r; ? PERMIT SUBTYPE: INS i 0 , 111A Permit Number: Date Issued: APPLICANT: . ,... . ? ; N1 TYPE OF WORK: i . ; : i I ' ;i 1 i FitAf 1 itN I ila t TN llt(ti i f3 T i INSPECTION D• • D• ? kl'f4AR.K a: 1>I AH ki-vTE w1 I1 MY ,?nr +ltip! Ir. ? Pem?k No. Permk Holdw Dab Telophone # ELECTRIC PLUMBING HVAC Inrpectlon Date Inap. Comments FOOTIN(iS FDUND FRAMING ROOFING S ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYPBOARD FIREPLACE FlREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDCi FlNAI. BSMT R.I. BSMT FINAL DECK FTG DECK FINAL ^'Q dr ?O !c it tr ? .?1lI l.lrlME, ' Y OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: ' 1201114 Eagan, Minnesota 55122-1897 pate Issued: (612) 681-4675 ? , . e , SITE ADDRESS: APPLICANT: . PERMIT SUBTYPE: TYPE OF WORK: ??i ? • ! ; + + ??,? '•i f: FtF. M AfiP.:. INSPECTION rA • .A 4" . ! 1f?JAi F;1! A N ?'; Ft f-' l:+ 1 1: LJ FIi H Y .10 f_ 1J O t f. '+ •-? it . uCl(; 119&170 Ttt LtF. ON ri ?C MCIi Ct ?r>F ???. nl '.() E rac, i raF ?Ii t N, ct:? L-L ciKaa s- : ? Permit Holder Dete Telephone M PLUMBfNG H VAC Inspection Date Insp. Comments FOOTINGS FOUND FRAMING FOOFING ROUGH PLUMBING PLBG AIR TEST C-30'' ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG t FtNAL HTG - ORSAT TEST . BLDG FINAL DOMESTIC METER IRRIGATION METER FLUSH MAINS corvoucTivnv TEST HYDROS7ATIC fEST BSMT R.I. BSMT FINAL DECK FTG DECKFINAL „ rvu f <•^ c ?... F.? /L.r { INSPECTION RECORD ,,--MTY OF EAGAN PERIIAIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: I 13 PERMIT SUBTYPE: F: I UI i 'iNlll.l'6TRJf (61 :' ) 464 - 4'i00 TYPE OF WORK: NFW C QL [1 STQRR0E NI [1fi INSPECTION DA • rA i ? t1,.1 :&w roit?plfrr R r, R CH r t E f r -, ° I rNN t?nrottt.?, ?t :'';?A tINf1:rFl7*;f3+,: Permit No. Permk Holdx Data TNephone # ELECTRIC Sr4- W ? PLUMBIN 9 qq9L?-740(D HVAC Inspectlon Dete Insp. Comments FOOTINGS .?l [ 4e T ( IO Ge FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TFST 'rI -If ROUGH HEATING f3AS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG 7;o, FINAL HTG ORSAT TEST BLDG FINAL BSMT R.I. BSMT FINAL DECK FTG DECK FINAL YZ'I %1uti,s. Ap 0-0e oN CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE AnnRFSS- f tJ 1: l. tf l I11 ;046 , 181 f-Y MF Mt-iMlAk HWv i F t: 1 1 U M y Permit Numt Date Issued: APPLICANT: A:1 -, rj i y vA PERMIT SUBTYPE: TYPE OF WORK: Ili ,l_ ;, I ii i Ot'1 RL J( FtA1 7jyN ( t Ill l tNtMSli?lE"':) INSPECTION DA ?? . r Permit No. Permit Holder date Telephone M SNV PLUMBING HVAC ELECTRIC ELECTRIC Inspectfon Date Insp. Comments Footings I Faundation Framing Roofing Rough Plbg. Rough Htg. ISUI. Fireplace Final Htg. Orsat Test Final Ping. Plbg. InSpector - Notify Piumber Cons1. Meter EngrJPlan Bldg. Final 1? Deck Ftg. Deck Final Well Pr_ Oisp. ? CITY 4F EAGAN 3830 Pilat Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: PERMIT SUBTYPE: INSPECTION RECORD PERMIT TYPE: Permit Number: Date Issued: i?? ? ? ?+? r?? r; APPLICANT: (:-i N?? i i? a?I t i!a I TYPE OF WORK: 111 ',I tr 1 f' 1 I IIN t?u 1 ? 11 r N fi N. ti;•r,?> ; ? LtJ ( 19. ?E PA ! fl' f It111i1 I IV?i 1 INSPECTION .• • D• ; fllll.li I 1'a ! I Itl pi 11 I i? I I IV;:! I't I<?? ? k I?r' I il ; i, Permit Nv. Permit Holder Dete Telephone # SNV PLUMBfiVG HVAC ELECTRIC ELECTRIC Inapectlon Date Insp. Comments Footings I Foundation Framing Roofing 5" ! ? Rough Plbg. Rough Htg. Isul. Fireplace Fnal Htg. O?sat Test Final Pibg. Plbg. Inspector- Notify Plumber Const. Meter Engr./Plan Bldg. Final Dedt Ftg. Deck Final we#) Pr. Disp. , INSPECTIUN RECORD ?,?ITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: , (651) 681-4675 i SITE ADDRESS: ' 1,a 10 - N?t??t?0 ,n lu? 101 ! t;1 .: APPLICANT: PERMIT SUBTYPE: i nliF t r4'. r iit'tl „c4 , . - . I 4.." TYPE OF WORK: II! ` I S' I I iIN Nrti i•af I !i 1 N11 ',11411 INSPECTION D• • D• rJ „ ? , , s?l o 0 01? F ? Permit Halder Date Telephone 8 S'EWER/ WATER PLUMBING HVAC sZx8 aa9/ Inspection Date Insp. Comments FOOTINGS FOUND FFiAMING ROOFING ROUGH PLUMBING I ? ? - • .,? ' S' orr ?ur PLBG AIR TEST I ,7' gS/ ` ROUGH HEATING GA5 SVC TEST INSUI GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BIDQ FINAL DOMESTIC METER IRRIGATION METER FLUSH MAINS coNoucTivirv TEST HYDROSTATIC TEST BSMT R.I. BSMT FINAL DECK FfG DECK FINAL ? ? ? . INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: - 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (651) 681-4675 ? SITEADDRESS: APPUCANT: PERMIT SUBTYPE: TYPE OF WORK: fi1'. 41' IrtI'1 iirp4 lllll 114I1 i'IdIIFlUtVf!i I F ? F.WF'T1 kY W/4YN1 M k I f? Permit Holdx Date Telephone M WATER O 09 p PLUMBING HVAC Inspection Deta Inap. Comments FOOTINGS ?1/ lo2-/"(U ?•°V ?'/?? I/•/G'`? /7iUL? FOUND FRAMING ROOFING ROUGH PLUMBINd PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL DOMESTIC METER IRRIGATION METER FLUSH MAINS CONDUCTIVtTY TEST HYDROSTATIC TEST BSMT R.I. BSMT FINAL DECK FTG -I "J ? ?1 oJ QD1 / A?n o DECKFINAL zy,? ? - r 8? S ` l15 ? ? a ? , I 4? ? /I EQS?s, ar Y OF EAGAN 30 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: '' 14° ' 10- PERMIT SUBTYPE: PERMIT T Permit Numbe Date Issued: APPLICANT: t Rl?,:; , ?i ; ? . ? . . • 1 TYPE OF WORK: I 'riNKSR pf nN wtE'vtf-u+`r) FiY WAYNIF PlTI I f R Nf Dr w1n1 istl rxrST iNt, Et11 1 fittici Permit Holder Date Telephone # PLUMBING H VAC Inspection Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIF TEST FINAL PlBG FINAL HTG ORSAT TEST BLOG FINAL DOMESTIC METER IRRIGATION METER FLUSH MAINS coNOUCTivITv TEST HYDROSTATIC TEST BSMT R.I. BSMT FINAL DECK FTG DECK FINAL CITY OF EAGAN ??830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: ??3 { ~ PERMIT SUBTYPE: RECORD PERMIT TYPE: Permit Number: Date Issued: N :i-?t! 7 j. f, APPLICANT: TYPE 4F WORK: {itlil fN11}1'.,t#ilt s? INSPECTION ? D• ra/a ('t . DA _ - ? 77 L . . . . ?? ? . : .. . h ? . . . . ? . . L ? ? -?- Y.,------. _-__ -_. .... . ?? ? . .-- -------._ ?????---------- ---?? Permk No. Permit Holder Date Telephone # ELECTRIC PLUMBING HVAC Inspactlon Date Insp. Comments FOOTINGS Iz -1?- 9 FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIft TEST ROUGH HEATING GAS SVC TEST INSUL GYP80ARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG QRSAT TEST SLOG FIIVAL BSMT R.I. BSMT FINAL DECK FfG DECK FINAL I ? CITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: "; i ;' i a'{ Permit Number. ?? • n 3; r. Eagan, Minnesota 55122-1897 Date Issued: '? • "' ? ?i ? ' ? ` (612) 681-4675 SITE ADDRESS: APPLICANT: PERMIT SUBTYPE: TYPE OF WORK: ' ? ? ? ( ? ??-? I ' ? I • ? I?? . ? . ? INSPECTION DA I • DA ? 1 . 1 I : I ? ? - - - - - - - - - - - - Perm}t No. Pertnit Hoider Dete Telephone ?k ELECTRIC 037(p (,l.G. 1?1,k RfmoueJ ; yy ?O PLUMBING HVAC r i i Inepectlon Date Insp. Comments FOOTINGS y?j s FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYPBOARD F'^EPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL BSMT R.I. BSMT FINAL DECK FfG DECK FINAL N CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesata 55122-1897 (612) 681-4675 SITE ADDRESS: . lWl 13 i 4 I ii+{ PERMIT SUBTYPE: ? . .1 PERMIT TY Permit Number: Date Issued: ???i?1.?1 rot; .?.•?.?, io 7 /3F> APPLICANT: irial TYPE OF WORK: iI l ,, i, t 1 t 1+.114 Jiit(1 t i 1 tltV (VA tP! !'"; Mi 0F' ) INSPECTION r• • DA f I !). ? ? I?I MHRk'•.: A '?'- f-i'A<<AII iI i {,PiI 1 I ', 4rf e) Itikf li f'1)4t r?Nl' I. t I+Iqi'ili4F1 tiia f l.t:i:.1'1'tl+'A1 C{ukl ? ?. ? ParmR No. Permit Holder Date Telephone M ELECTRIC PLUMBING HVAC Inspectlon Date Insp. Comments FOOTINGS FOUND FRAMING AOOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYPBOARD FIREPLACE FIFIEPLACE AIR TEST FINAL PL6G FINAL HTG ORSAT TEST BLDG FINAL BSMT R.I. BSMT FINAL DECK FTG DECK FINAL ? CITY OF EAGAN . 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: i ? PERMIT SUBTYPE: INSPECTION RECORD PERMIT TYPE: Permit Number: Date Issued: APPLICANT: s a i . it ! . 101 i) i) 1,1 li? TYPE OF WORK: lif '.I K l F' t 1lih1 A1 1i IcAf IUPI f',1111'1(1) INSPECTION TYPE D, • D• i 1?4f}! I V I;'. i o I?it I ?I ! i? I 1 7,1i1! ? r ? pertnit No. Permft Holder DaM Telephone • SNV PLUMBING HVAC ELECTRIC cNr- ? ELECTRIC Inapaction Date Insp. CommeMs Fooiings i Foundation Framing RooBng - Rough PIb9. Rough Htg. Isul. Flreplace Final Htg. Orsat Test Final Pibg. Plbg. InspeClor - Notify Plumber Const. Meter Engr./Plan Bldg. FiRal Dedc Ftg. Deck Final ?Y/a a-'e, - clee-? Pr. Disp. ? Ownex Addsess EAGAN TOWNSHIP 1 NG PERIr91T ---.._?. -.-?...---.-C-???-- . --.-..--r. Ea9an Township Builder ..? Address ...... -----------------... ------- DESCRIPTION 10t/ Town Hall Da4e . . 6YH?....?r.......5!'..?GJ... 5laries To Be Used For Fron! Denfh Heigh! Esi. Cos! Permif Fee Remaxks /? ` 1 TT.L?lora,??? ? J /?'ODO? lc? ? AIF Siseet. Aoad ox olher Desexipfion of LocaYion J?_Loi I Elack I Addiiion or TracS l7? /is?-O` Sec . 9 This permiS does o! aulhorize the use of s2reeis, roads, alleys or sidewalks nor does it give the awner os his agenf the right io exeai any siiuation which is a nuisanoe or which presen3s e hazard !o the heallh, safefy, aonvenienca and general welfare fo anyone in the community. THIS PERMIT MUST BE.K T P//y} I5E WHILE THE WOAK IS IN PRO This is Yo cerfifp, ihai---- _.?F.... .? .F...l,C., .G..._..........._.has permission So erecf a....: . .............___..._......_----- upon the abo e dESeri remise s ! a-pfovisions of the Bvilding Ordinance for Eagan T . .ship adopked April 11, 1855. ? .._..._.._...... ._ . (.,/?.?ii.C.Se-- . Per _...--_.......__---...-- ----------- .---- ----`-... °`- -- "--'.. Chaixman of Town B0 Building Inspecior . . EAGAN TOWNSHIP No 675 BIiILDING PERMIT ? // . '..' Ownexl ... .._.._. lj F6'.Co ..... .. ..... ... . ....... ? Eagan Township Address (preseni) -- - - --- - ??(`6? ? Town Hall Builder ......._-'---'-'-'- ...._......v???c?r.s.-.....s-? -......... -------------- Date/?_'1.P. Address '---- ......................... . _.........._`----------'-------' `------.............-'--------------------- Sioues To-- Be Used For Fronf Depih Heighf Esl. Cos! Permii Fee Remarks Q ?? _ bixeex, xoaC or otner uesanpnon oi t.ocation I Lo! I Eloek I .4dflif9on or TzaaS 2(o I S?c. This mi! does nof authorize the use of sireefs, roads alleys or sidewalks nor does ii give the owner or his agenf the i f!o creale anp siiuaiioa which is a nuisance or which presenYs a hasard fo the healih, safefy, convenience and gen al welfare fo anpone in the communify. THIS PERMIT MUST BE AE PREMISE WHILE THE WORK IS IN PRO This is !o eerYify, thaf. _. . ......._has permission io erec?lT._. .?? . . .. ._.___.?!:. . _upon !he al?ove described premise subjec the visions of !he Building Ordinance for To hip ado ed April 11, 1955. _-_..._.Per ? ------- .._."__...._.'.. --- - - - -... - - - -- - --- ! Chairman of Town Board I sp¢cfor EAGAN TOWNSHIP BUILDING PERMIT owne: Address Builder Address L-. N° 1515 Eagan Township Town Hall Dale ....?--...CG ' ---....."'_-'--'... 5lories To Be Used For FronS Depih Heighl Esl. Cos! P er roi! Fee Remarks /a - ? '" LOCATION d, Sireei, Road or ofhes Descripiion of Location I Lot I B)ock I Addi2ion or Traei ',,i , i e%, %i.._ I D/o I'? 6 I S ee.9 This permit does nof 'auihoriae !he use of sfree2s, roads, alleps or sidewalks nor doec it give the owner or his agenf the righ2 !o ereafe anp sifuafion whieh is a nuisance or which presents a hazard fo the healYh, safely, eoavenienee and genezal weltaxe io anpone in the community. THIS PERMIT MUST BE PT ON E PREMI$E WHILE THE WOAK IS IN PROGRESS. ....... ..upoa This ia io cerlify, lhef----- - - - --•---_,--has permission 2o erec! a.?.._-..:e???':??: ?-?.. the ebove dsacribed pzemise subjecf fo !h pzovisions ot the Suilding Ordinaace for Eagan Township adapfed April 11, 1955. /? .J i,-4e. _..-----...-"'- .............?:5.............._-.............._""......-"-----... Per ._---.._......---.....--'....... g..---'P__'........_'-""--""---°' Cheirman of Tnwn Board li.Ag Buildin Inseetor DESCAIPTION n CITY OF sIIILDING PERMIT {?a< 2'VJInciude 2 secs uc pl3ns. 1 site plan w/elevations S APPLZCATION 1 set of energy calculations. > ? ,V? ? o0 To be used or aluation Site Address h Lot Block Sec./Sub. Parcel Ovner: Address Phone 0 I;o`ntractor• flddress Phone 9: ? p P.rch/Eng. : . Address: Phone 0; Date OFFIC JSE ONLY - ?' Erect Occupancy 42 A1[er Zoning r / Repair Fire Zone Enlarge !F Type of Const !(ove 0 Stozies n/ Demolish Front 2 S? ft. Grade Depth 3d it. Apals Fees ? q Permit ? 4e ?.? Assessment Water/Sever Surcharge r2 A' ?i Plan Check ;E? Police Fite SAC Eng. Planner Council Bldg. Off. APC Watet Conn. Water Meter Road Unit TOTAL ciTr oF eacaN 3795 Pilot Knob Road Eagan, MN 55722 N2 5351 f . _h PMONB: 4548100 BUILDING PERMIT APPLICATION Receipt # /X??- re be uwa fer open Storage Value 55,000. DaYe Est 8-7 1929 . Site Address 3045 Hw y. 13 Erect ? Octupanty Bi Lot Block Sec/Sub. ?-? Alter ? Zoning Parcel # 10 00900 010 26 jjo _a(,? Repair ? Fire Zone 3 Enlarge Xt? Type of Const. II N s Name Lllll FS1 ginaaryng Cp., IriC. ? Move # Stories Z Address 3045 Hw Y. 13 Demolish p Front _- 253 ft. - ? Ci Eagan Phone 454=4300 Grade ? Depch k. ? A..........1. Cna? p Name $? f OU Address Name _ Addreu I here6y acknowledge iFwt I have read this application ond the infortnation is corrett andpg ree to comply wi oll State of Minnewta Statutes did'.LiN,6f,Eaaan r nanc Signature of PermitteeZ/-' A Bullding Pertnit is issued to: ail work sheli be done in acw Assessment Permit 1425.UV Water&Sew. Surcharge 27•50 Police Plan check 74.00 Fire SAC Eng. Woter Conn. Planner Water Meter Council Bldg Off. . APC 7ota1 249.50 on the express mndition that Stotutes and City of Eagon Ordinonces. Building Officiol EAGAN TOWNSHIP BUILDING PERMIT Ownea .._ _S?."?-.......------------- 7 Address (Psasent) '-"-st..L!.'rf?------- `J.:f'^'-!Y-_.,I,3 .......................... Builder ....'-?'.'?-'-`-.. Address ....--------._-........ ........ .......'-°--_......................................... DESCRIPTION N? 1110 Eegan Township Town Hall Dale ............. ............. Sfories To Be Used F or Front Depih Height- Esf. CosS Pesmi! Fee Remarks ?s .- d' l ^3G /?i a v. 1? ? LOCATION &f 5lreel. Road ox oiher Descriplion of Location Lo! Sloek Addition os Tzaet %D Jsn9n2 0!0 _qm This permif doea nof auihorize the use of streefs, roads. alleys or sidewalks aor does it give the owaer or hie agen! the righi !o creale any si2uatioa which is a nuisance or which preseals a hazard io the healih, satety, convenience and general welfare !o enpoae in the communitp. THIS PEAMIT MUST BE EPT ON THE PAEMI E WHILE THE WORK IS IN PROGRESS. ? . This is !o cerfifp, lhai._i.c.?.?..? -..r-?.•?.._.?:?...e....has permission io erect a.._.?._?.,'L.`.L"'b`"'1 _'-'...................... upon the above deacxibed Premise subjec! Yo 2he provisions of 1he Building Ordinanee for Eegan Townchip adopied Apsil 11, 1955. // R -°-'---"--`-----&.J?r.•......?L.'._T....-----°-°--°----.._ Per .--'--......_.......:L?_'.?.".':..-.-"Gc`=??^"'-°.._...... Chairman of Zn?n Board Buildin InspLector i -a C- .(Zoa? s TOWN OF EAGAN 3795 Pilot Knob Road Eagan, Minnesota 55122 PERMIT N0. ,75 The Board of Supervisors hereby grants to Hlue Flazo Coni^xactora, ot 6989 Washixsgtott Ave. So., Tdina 721C. aVMUILATING Permit for: (Owner) Lull.NanufactuxLng Co, at _ 30115 Highw$y 13 , pursuaat to application dated 17/29/71 - Fee Paid; $28.00 Dated this 2nd day of Det38mber ? 197_L. .50 s/c Building Inepector /- ? TOWN OF EAGAN 3795 Pilot Knob Road Eagan, Piinnesota 55122 PERMIT N0. 79 The Board of Supervisors hereby grants to Blue F1att.e Contraotora Inc. ot 6989 'v7aahington Aue. so., Fslina 55435 a YE'''ITII"1TINa Permit for: (Owner) I'uLl- 1340 Co0 at 3c45 Higlaway J,E13, 'rzgan, ;?'N 55721 __' pursuant to application dated 12/21/71 Fee Paid: '05,45 ? Dated this 28th day of December , 197 1. .50 c Building Inspector VILLAGE ON r:kGAiV 3795 Pilot Knob ttoad Eagan, Mi.nnesota 55122 PER14IT N0. 125 The Village of Eagan hereHy grants to Bloaanic?gton A/C & Heating Inc, of 12128 Aivexryrood Driv e, Burrlsville a MECH. HEATIN(1 permit for: (Owner) Lull Engineering at 3045 Hig1gav #13 , pursuant to application dated 11/3/72 Fee Paid: $98.00 dated this 14th day of FebTUazy ? 19 73 (bi],led 4or $0.$0 surchsrge) Building Inspector ? Niechanical Permits: did Total:!tg Pgop,ap ' city oF eagen 3et+S 1-1-1-1 , t 3 7HOMASEGAN MaVOr August 10, 1995 PAiRICIA AWADA SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER Councll Mambers THOMAS HEDGES Ciry AdmiNStwfor Jim Wisnoski Lull Industries, Inc. 3045 Highway 13 Eagan, MN 55121 RE: LULL ENGINEERING/10=00900=010=26.WAIVER OF HEARING Dear Jim: E. J. VAN OVERBEKE City Clerk Please find enclosed Waiver of Hearing # 513 for Project No. 615R. When you have reviewed this document, please sign and notarize where indicated. As soon as this waiver is executed, the City will be able to issue Excavation Permit No. EX-09-224. Please contact me at 681-4646, ff you have any questions. Sincerely, _ ???.?co?a? Craig E. Knudsen Engineering Technician CEKJcb cc: Thomas A. Colbert, Director of Public Works MUNICIPAL CENTER 3830 PIIOT KNOB ROAD EAGAN, MINNESOTA 55122-1897 PHONE: (612) 681-4600 FAX: (612) 681-4612 iOD:(612) 454-8535 THE LONE OAKTREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMl1NIN Equai Opporiunlty/Afflrmative Acfion Employer MAINTENANCE FACILITY 3501 COACHMAN POINT EAGAN, MINNESOTA 55122 PHONE: (612) 681-4300 FA%: (612) 681-4350 iDO:(612) 454-8535 WAIVER OF HEARING N0. 513 PROJECT N0. 615R Special Assessment Authorization Lull Engineering, Inc., hereby requests and authorizes the City of Eagan, Minnesota (Dakota County) to assess the following described property owned by Lull Engineering, Inc.: Pt. Govt. Lot 2 W of STH#13 Less Pt to RR Property Identification No. 10-00900-010-26, for the benefit received from the following improvements (Project 615R): ITEM IIANTITY RATE AMOIINT Storm Sewer $44,500.00 TOTAL $44,500.00 to be spread over fifteen (15) years at an annual interest rate of 78 against any remaining unpaid balances. Lull Engineering, Inc., for itself, executors, administrators, successors and assigns, hereby consants to the levy of these assessments, and further, hereby waives notice of any and all hearings necessary, and waives objections to any technical defects in any proceedings related to these assessments, and further waives the right to objact to or appeal from these assessments made pursuant to this agreement. Lull Engineering, Inc., a Dated: sy: Its: By: Its: STATE OF MINNESOTA ) )ss. COUNTY OF DAKOTA ) On this day of 1995, before me a Notary Public within and for said County, personally appeared and to me personally known, who being each by me duly sworn, each did say that they are respectively the and of Lull Engineering, Znc., the corporation named in the foregoing instrument, and that said instrument was signed on behalf of said corporation by authority of its Board of Directors and said and aclmowledged said instrument to be the free act and deed of said corporation. Notary Public My commission expires: APPROVED AS TO FORM: City Attorney's Office Dated: APPROVED AS TO CONTENT: Public Works Department Dated: !tiiv-lr-1'y7t? 1G::L? f7H:=:]M TECHNOLUGIE:; Geofechnical Exploration Program Proposed Addition - Lull IndusUies Eagan, Minnesoca Maxim Job No. 9858982 Prepared for: Lull Industries 7anuary 15, 1998 JFN-15-1998 15:24 6126597348 61265`_+7_48 F.01 P. Ei1 JHN-1'?-17yC lb:-)b M&VM TECMNOLOGiES INf January 15, 1998 Lull Industries 3045 Highway tt 13 St. Paul, MN 55121 Attn: Mike Irwin f9NXIP1 TECHNULUGIES RE: Geocechnicat Ezploration Program Yroposed Addition Eagan, Minnesota Maxim Job No. 9858982 Dear Mr. Invin: 6126557346 P.02 We have compleced the geotechnical exploration and engineering analysis for the above referenced projec[. This cepon presents tht results of our field and laboratory review pcograms, and provides recommendations conceming the soil and gzoundwater conditions as Chey relate to the proposed cons[CUCtion. Rep:esentative samples of the soiis will be retained for a pcriod of 30 days from the dace of this report, at that point they will be discazded uniess notified otherwise. We were pleased to provide these services and look forward to continuing our services for you for the other phases of the pmject If there are any questions regarding the informatiou conta'sned in this report, please contact us at (612) 659-7399. Respectfull , , 7John G. Stieben, P.E. Project Managex 662 Cromwell Avenue , St. Paul. MN 55114d176 • 612-645-3601 • Faz! 612•659.7348 AuStin Research Engineers - Chen-North6rn - Empire Soils Investigations Kansas City Testing • Southwestern Laboratories • Twin City Testing M Alfirm3Gve RcGon i? Equst OpporWnA}' bnpbYer JRN-15-1998 16:24 612e597348 96; P.02 J HIv-1':-177? 1b;3U MqXIM IECHNOLUVIES GEOTECHNICAL EXPLORATION PROGRAD4 PR4POSED BUILD'iNG ADDIT'ION BAGAN, MLh'NESOTA MARP.vI JOB NO. 9858982 1.0 A"fRODtiCTiON 61265971348 F.03 We have completed the geoteckuucal expioration program for the proposed addition to the Lull facility in Eagan, Minnesota. Maxim Technologies, Inc. (Mazim) was retained by you to perfonn this exploration. This repon presents the results of the field exploration as well as our geotechnical review and recommendations regarding the building. 1.1 Pm,iect DeSCription T'he proposed project consists of the construcdon of an addition on [he southwest corner of the existing Uuilding. 1.2 Service Scoce The scope of our services for this project is limited to the foilowing: • Explore the subsurface soil and groundwater conditions by perforcaing four standard penetration borings each to a depth of 20 feet withiu the building area respectively. • Visually classify [he extracted soil samples. • Prepaze an engineering report which will inciude the field and laboratory review data, and wr recommendatious for: ¦ Grading procedures for the building area. ¦ Foundation types and depths, aliowable soil bearing pressures with estunates of foundation setUement. ¦ Sapport for floor slabs. /? JRN-15-1998 16:25 6126597348 ? 97; P.0s JHIJ-15-1958 1E:31 I7HX1M TECHNOLCiGIES 612655'=48 F.E4 Maxirn Iob No. 9858982 Page - 2 2.0 FIELD TESTPiG PROGRAM A[otal of four standard penetration test borings were performed on lanuary 9, 1998. The number, locations and depths of the soil borings were detecmined by Lull Industries and Maxim. The apprvximate boring locations are shown on the Boring Location Plan included in Appendix A of chis repozt. The ground surface elevataons ac the boring locations were taken at the sice and ref'erenced to the slab elevation of the existing building. The reference point is assumed to be at elevation 100.0 feet. The soil borings were performed with a rotary type drill rig mounted on a truck using cominuous hoilow stem augers to advance the boreholes. Representative soil samples were ohtained using split-barrel sampliqg procedures. Water levei observations were made in the boreholes during and upon completion of the drilling and sampling operations. During the field operations, the drill crew maintained logs of the subsurface conditions including changes in stratigraphy and the observed groundwater levels. The logs are included in Appendix A. Afrer complction of the drilling operations, the boreholes were filled. Sampling and classifieation of soils were performed in general accordance with American Standards for Testing and Materials (ASTM) procedures and are described in Appendix A. 2.1 Site Conditions Currently, the site is occupied by the current facility. The area where the addition wiil be placed is currently vacant. The sice is somewhat level based on the borings have relative elevation differences of ±4 feet. 2.2 Su6surface Conditions The subsurface condicions encountered at the test boring locarions are shown on the test boring logs. The bozing logs also indicate the possible geologic origin of the materials encountered. We wish [o point out that the subsoil conditions at other times and locations on tUe s'tte may differ from ehose £ound at our test Iocauons. Tf different conditions are encountered during construction, it is necessary that you contact us so that ouz recommendations can be reviewed. MAW JAN-15-1998 16:25 612659734^0 97% P.84 JHN-17-lyy? 1?: 31 MHr.111 TECHNOLOGIES 6126597348 P. 65 Ylaxim Job No. 9858982 Page - 3 The soils encountered in the borings consist generally of a layer of silty sand filt or sand topsoils overlying mixed alluvial silty sands to depth. Based on N values (penetration values), t6e consistencv of the mixed aUuvial soils zanges from very l0ose to dease. 23 VVater Level Conditions Watcr level observations were made during and at the completion of the drilling operations. Based on this data, water was not noticed at any of the boring locations. In generai, water levels may fluctuate throughout the yeaz depending on variations in the amount of precipitation, degree of evaporation, surface run-off characteristics and other related hydrogeologica] factors. 3.0 LABOFtATORY TESTING PROGRAM The soil samples obtained during [2te drilling operations weze logged, labeled, sealed and delivered to our laboratory for fuzther rtview and tesung. The soil samples were cia55ified in general conformance with ASTNi Standards by a Maxim geotechnical engineer. The data obtained from the fieid are shown on the boriqg logs in Appendix A. 4.0 REVIEW A1VD RECOMMENDATIONS Based on the information obtained from our geotechnical work and our understanding of assumptions of the project data, we made our engineering review whzch resulted in reeommentiativns which are presented in the following scctions. If any of our understanding or assumptions are not cornct, or if condidons observed during consuuction are significandy different than those encountered in our geotechnical work, Maxun should be contacted immediately so we may review our recommendations. 4.1 Projett Data We understand the new construction will consist of a one to two story slab-on-grade building. Currently, we have no information on actual foundadon loadings. However, we anticipate maxunum column load could he on the order of 75 to 100 kips and the maxunum bearing wall load should not exceed 5 kips per lineal foot. The building slab elevation is proposed for near the existine elevation of the current facility. lVWX11V1 ............... JAFF15-1998 16:26 6126597348 97%: P.05 JHN-15-1595 1E:32 Maxun Job No. 9858982 MFii:IM TcCHNULDGIES 6126597346 F'.06 Page - 4 4.2 Site Preparation We zecommend the site preparation for the planned construction inclade removal of the existing fill and kri=hly organic topsoil (if present) and all fmzen surficial materiais. The following table indicates the minimum depth of excavation at specific boning locations. Boring Number Surface Blevation (ft) Minimum Excavation Depth (fc) Elevation of Campetent Soils (ft) B-1 97.5 3.5 94.0 g_2 94,5 3.5 91.0 B-3 96.1 1.5 94.6 B-4 98.3 1.0 97.3 Since the depth of uasuitabie soil can and ofren dces vary between test boring locations, the excavations for the building should thcrefore be observed by the geotechnical engineer or his representative Lo document the exposed soils before new fill and footing placement. Some contingeqcy should be provided in the project budgeting for excavation that extends below or around the excavation azea noted. Once the unsuitabie surface materials are removed, we recommend che surface be compacted four passes in each perpendiculaz d'uection with a heavy smooth drum roller. Upon eompletion of the surface compaction the area can be brought to the design grade by che plaeement of eneineered fill. Ff the excavation extends below the bottom elevation of the foundation, we recommend that the excavation at the footing locauons be lateralty oversized at least one foot for each foot (i.e., 1:1 lateral oversizing) it extends below the lwttom of foundation. This 3ateral oversizing is necessxry to properly distributt the foundation loads through a new fill. A drawing showing the recommended oversizing is included in Appendix B. /YIRt)QIYI TRN-15-1998 16:26 6126597348 ' 97i P.06 JGN-15-1998 16: 32 MRXIM TECHNULOGIES 6126557348 F.p? Maaim Job N0. 9858982 Page - 5 To avoid undermining the existing foundations, the excavation should not be performed with the zone extendin; downward at a 45 degree angie from the existiag footings. If excavation in this zone cannot be avoided, the exiscing footings should be underpinned during the excavation proceduxes. In addition, care should be exercised during compaction adjacem to the existing building so as no< <o damage the existing structure. En=incered fill wili be reqtured to attain [he desired final grades. The engineered fil3 should prefcrably consist of sand (SP or SP-SM) having less than 15 percent fines passing the #200 sieve. Any required fill should 6e placed in thin lifts not exceeding 8 to 12 inches in thickness, and be compacted to at least 98 percent of the Standard Proctor maximum dry density (ASTM:D698-91). The till supporting floor slabs should be compacted to at leasc 95 percent of [he Standazd Proctor. The moisture conteat of the new fill should be maintained wiihin ±3 percent of the optimum as determined by the Standard Proctor test. 4.3 Discussion of Fouadation Preoaration Alternativ_es We understand the owner is also considering an option with reduced earthwork. If the owner wants to assume some risk, the site could be prepaxed by stripping che frozen and highly organic soiis (if present). Once stripping is complete, the existing filt could be sudace compacted four passes in each direction with a heavy smooth drum vibratary zaller and then placing engineered fill to arade. This option reduces the earthwork cosu but also adds the risk of variable support within the existina fill, if thr. fill is deeper than an[icipated. a_ 4.4 Dr'1Qaee Site drainage shoutd be maintaiired during and after construction. The site should be adequately graded to pmvide surface runoff away from the proposed building in all directions so surface water dces not colleci within the excavation bottom or below the spread footing foundation. 4.5 Foundations It appears feasible to support the pmposed building on spread footings. Upon completioa of the site preparation as outlined in Secr.ion 4.2, the foundation should bear on engineered fill or /YIA?OM ipN-15-199° 1E:2E 612E59?348???? 97% P.07 JHN-15-1598 16: 32 MRxflI TECHNULLGIES 5126597348 F'. 68 Maxim Job No . 9858982 Page - 6 naturai mixed aUuvial soils. R'e recommend that the foundations be designed for a maximum net allowable soii bearing pressure of up to 2,500 psf. A factor of safety of at least 3.0 against foundarion shear failure was considered in the above recommended design bearing pressure. Based on the above recommendations, we estimate maximum rotal settlement of the foundations of aQproximately 1 inch, and the maximum differential settlement may be approximately 1/2 inch or less. All perimeter foundations in heated building space should be placed at a mininnum depth of 42 inches below exterior grades fox frost protection. Interior footings may be placed at any convenient depth below the floor slab. In unheated areas where deeper frost peneuation may occuz, we recommend that the foundations have a minitnura soil cover of 60 inches for frost protection. Ic shouid be pointed ouc that rigid struc[ural connections between the new addition and the existin; building are not ideal. Because of the nature of the foundaaons and supporting materials, some vertical movement between the existing and the new structure should be expected. These moveme[rts will include both foundation setclement and elascic movement of the foundation materiai and suuctural elements. Therefore, we recoaunend thac appropriate join[s be installed between the new and the existiqg structures to provide rolerance for vertical movement. 4.6 Floor labs Floor slabs should he placed dimtly on engineered fili. Particular attention should be paid to propcrly compacting the fill against the foundations and beneath the floor slabs. The floor slabs may be designed to be structurally independent of the building foundations or wails. We recommend that a minimum 4-inch ttrick, freedraining granular layer be placed under the floor slabs. This layer ahould consist of uniformly-graded sand or gmvel with less than 5 percent passittg the #200 cieve. In addition to facilitating fine grading for easier slab construction, the rranular layer provides a capillary break to minim;ze moisrure transmission MAM ..._........... JRN-15-199E 16:27 6126597348 97% P.0E JaN-15-155E 16: 33 I7R;IM TECHNOLOUIES 6126597348 P. 69 Maxim Job No. 9858982 Page - 7 from the subgrade to the floor slab. A polyethylene vapor membrane should be added for moiscure protection beneaEh the floor slabs. With the use of a membrane, we recommend it be placed beneach the gxanular layer to minimize the potential for concrete curiing. 4.7 Subsurface Water Coauol As indicated in SecEion 2.3 of shis report, the observed groundwater level in che soil borings depends on normai variations in precipitacion and surface runoff amounts. It appears based on water not being noticed it should not effect the proposed construcrion. Additionally, surface water shou{d be controiled by maintaining positive surface drainage away from the building. 4.8 Genera! Comments We also recommend ihat all geotechnically related work, including foundation construction, subgrade preparation, and engineered fill placement, be observed by the project geotechnical engineer. The geotechnical engineer wiil perform approgriate testing to verify the geotechnicai conditions which have been anticipated during the prepazation of this report. 5.0 COA'STRUCTION CONSIDERATIONS 5_1 Excavation Safetv All excavations should compiy K-ith the requiremenu of O.S.H.A. 29 CFR, Part 1926, Subpart P, "Excavations and Trenches". Ttus document scates that excavacion safety is the responsibility of the concractar. Reference to these O.S.H.A. requircmems should be inCluded in the project specifications. 5.2 Field Observations and Testine As variacions in soil conditions may exist at locations and elevations other than those of our borings, we recommend the geotechnical engineer be retained to observe the soil conditions during site preparation. We recommend in-piace field density tests be performed on the compacted new fill as detailed in Appendix B. Likewise, we recommend all other associated testing such as concrete> reinforcing steei placement, structurai steel, etc., be performed by a firm familiar with the initial and overall design of the project. MA= JAN-15-1499 15:27 E126597348 • 97i P.09 JRN-15-1598 16:33 MRXIM TECHNOLOGIES 6126557348 P.10 Maxun Job No. 9858982 5.3 Winter Constt'uction Page - 8 Since soils undergo moisture volume expansion upon freezing, we are enclosing in Appendix B an information sheet enumerating ehe precautions which should be observed during winter constnaction in case the soil work start prior to warmer conditions. 5.4 Soil Sensitivitv The silty soils are suseeptible to disrurbance from conscruetion traffic, espeeially in wet conditions. Positive surface drainage should be maintained so water does Aot pond on site. Care should be exercised so as not to disturb these soils, which may require addicional excavation. Likewise, groper excavating equipmenc should also be utilizxd in che excavating process as not tn unnecessazily disturb the existing soils. 6.0 xEEMaxxs The recommendations contained in this zeport represent our pmfessionai opinions. The soil [esting and geotechnicai engineering services performed by Maxim foz this project have been conducced in a manner wzth that level of skill and care ordinarily exercised by other membexs of the profession cuzrently praCticing in thi5 area under similar budgetary and tune constraints. ho warranty, expressed or implied, is made. This report was: r Prcpazed by Tteviewed by -- C4/L---2; Jo G. S[ieben, P.E. Ahsattur Siddique, P.E. /VU1?C(IYI JRN-15-1998 16:27 6126597348 ? 97% P.19 IRN-15-1998 15:35 MA::IM TEI:HNOLOGIES APP'_?A Bt3RING LOCATION PLAN BORIlVG LOGS 612E557348 P.11 SYMSULS AND TERNMOLOGY ON TEST BoRING LOG FIELD EXPLOTtATION PROCIDURE5 SAN-15-1998 15:28 e12E597348 97% P.11 JHN-17-1?-y6 1G:=4 ? ? ' ? I 1 I I i I I 1 . l i I i I ? ( I ! I 1 i i i i i i ? { JRN-15-1998 16:2E MRXIM TE!_HNOLLiGIE i i I 1 7 ) ) } i' .? ) ? . , . ? ? ' 1.. . . . 4Y 6126597.s49 612659i=49 F.12 ,r .? . 38 ?? ? ,,. i? ? ?t3 Tora_ P. 96 ; P.12 ?HN-15-1598 16:=4 hW?:IM TECNNOLOGIES 6126597:i48 P.13 LOG OF TEST BORING aoa wo. 9858982 VERTIGL SCALE ]" =$' BORIpG N0. B-1 PRQJECT P'KOPOSED LULL ADDTI'IOR. BAGAN MIIVNESOTA DEP7N DESCRIPT;pN OF NaTER[il OIOGIC N SAIIPLE UBORATaRY TESTS FEE1 rSURFACE ELEVATION gJ,s pg{GIW CR YL k0. TYPE W D LL VL or FILi - mostly silty ssad with a litQe gravel, brown Fill ? 1 I-ISA 3.0 20 2 SB 3.5 SILT'1' SAND, moist, medium dense, dark brown "-" To (Slvo Mixcd SILTY SAND with a little gtavel, fine to medium Allu`'"ur' graiaed, moist, medium dwse to dense to medium dense, btown (Slun ? 24 3 SB .. i:. 48 4 SB 20 5 SB 18 6 SB t t >. 16 7 SB 17 8 SB 21.0 End of Boring MATER LEVEL MEASUREMENTS SiART 1-9- 98 COMPLETE 1-4- 98 DATE TIME ?P?ED CASING CAYE•IN BAILED DEGTNS ?7ER MEIXOD a 1:15 DEPTH UFPTN DEPTX IEYEI 3 114" HSA to 14 1/2'. 1-9 1:15 21' 19.5' - Ivoue xacrx• easr• CREY LNIEf T. Whi}C ? 1?R A Iv iLs tVuaJaatTa SRN-15-1998 16:28 6126597348 P.13 16.34 MRX(M TECNNGLUUIES 6126597348 P.14 LOG OF TEST BORING JOB KO. 48?9? YERTICAC SGALE I" ° 31 BORING N0. B-2 rxaECr PROPpSED LIILL ADDI"fIQN. EAGAN MIINRtTFSOTA DESCRIPTION UF NATERIAL N ?FLE lAeORATORY 1ES75 OECTM EOLOGIC FEEi SURFACE EIEVATION ?_5 ORIGIN CR Vl 1W ttiE N 9 LL Pl or FiLL - mostly silty sand with a little gravel, browo, Fill 1 HSA froua co 1' thea moisc 2.5 SSLTY SAND, fiae grained, moist, medium dease, '. Topsoil t4 2 SB 3.5 duk brown (SM) SILTY SAND wiW a liWe gravel, moist, medium ^ Mixed 4.5 brown (SM) dense ASluvium , SAND, fiae graiaed, mvist, loosc w medium darse, 3 SS brown, with lenses of silty saad (5? y 16 4 SB 9.0 SILTY SAND with a Gttlc gcavel, fine and medium grainod, moist, dense, brown (SM) 37 5 SB 31 6 SB 41 7 SB 100 S SB 21.0 F.nd of Boring HA7ER IEYEI 17EASVREMENiS STFRT COMPLETE 1-9- 98 DATE TIMf SWLFD DEPTx GS1NG DEPTH CAY.-IN DEPTH gpIIED UEG7H5 WATER LEYEL MET„OD ? a 1Z:LO 3 1/4 EiSA to 19 1/2 . 1-9 1220 ZI' 19.5' Noae NpqTN' EAS7- CREL CMIEf T. VVIIItC M A Y iM >a?4 JRhl-15-1998 16:28 6126597348 F.14 JHN-17-lyy? lb:Sa MNX119 TECHNOLOGIES 6126597348 P.15 LOG OF TEST BORING Jos No. 9858982 YERi1Gl SCALE 1" = 3' SORING N0. $-3 vaaECT PRQPOSED LULL ADDTI'ION. EAGAN. MINNTE'SOTA DEDTX DESCRIOTION Oi lLITERIAL N SNM FIE LABORATORY T£ST S i EEi SURI?qCE ELEVATtqi EOLOGIC ORIGIM J o? CR uL x0. tYcE Y D LL PL Ou or SIL1Y SAND with a liule gravel, dark bmwn, Topsoil frozen to 1' (Slvn 1 HSA 1.5 SILTY SANA, 5ne giained, moisi, very loose to ? Mixed loose, brown, with ienses of silt (SM) ' Alluvium 9 2 SB 4 3 SB 8 4 SB 9 5 SB 11.5 SB,TY SAND with a lialc gnvel, fine gniaed. 12.5 moiat, browa, with lenses of si![ (SK SII..TY SAND with a little gnvel, medium gcaiaed. 44 6 SB moisi, medium dense, brown, weth a layer of gravd from 12 1/2-13 112 (SM) 12 1 SB 12 8 SB 21.0 End of Boriag Y.4TER IEVEL MEASUREMENTS START 1.9-98 COMGLETE I-9-98 DATE TIME ?P?? ?SING CAVE-IN gp??ED DEPTHS WATER METxOD a ??:IS DE?TN DE7TN UEPTM LEYEL 3 114" HSA W 19 1121. 1-9 11:15 21' 19.5' No?u NORTH- F45T: CREM CXlEF T. WItitC . 1LR A V " N lTiti.LfilVa JAN-15-1998 1E:29 6126597348 P.15 l?•?D I'IH7U19 It?-MNULUlj1tS 61Gb7Jf,546 F'.1b LOG OF TEST BORING ' ioe Ho. 9858982 VERTICNL SCAIE Y° = 3' BORING NO. B.4 iROJECT PROPOSED LULL ADDiTION EAGAN MIIVNFSOTA DESGR3PT10N OF FLITERIAL N ?P? ??TORY TESiS DEOTN EOLaGIC Qu iN FEE7 SURFaCE ELEVATION ?-3 ORIGlN or CR Nl N0. TYPE V D lt 7l or SIL1']' SAND with a liule gtavel, uiedium grained, " Mized 1 HSA loose to medium dense, browa. froua w 1' c6en Alluvium I moiet (SM) 1 10 2 SB 17 3 SB 6.0 SAND, fiae gnined, moist, medium dwee, brown, with a leas of silty sand (SP) g p 12 4 SB SILTY $AND with a litUe gravel, fine to medium graiued, moist, medium denee, browa, witb a few teases of silt (SM) 12 5 SB 19 6 SB 16 7 SB 21 8 SB 21.0 End of Boriag WATER LEVEI MEASUREMENTS STqRT 1-9-SS GOMPLETE 1-9- R& a 1U'2$ DATE I I TIME SAMVLED OEPTN CASING DE7TX CA'!E-!N pEPiH ?ILEO DEPTNS WiT£R LEyEL METXW 3 11411 HSA to 19 1/2'. 1-9 10:25 21' 14.5' None xORTN: EA57: CREY CNIEF T. WItitC M A Y iM JAN-15-1998 16:29 612E597348? P.16 JNN-77-1??d 16:35 MRXIM TECHNOLOUfES 612655T48 F.17 SYMBOLS _AND TER1vLPi i4LOGY ON TEST BORLNG LOG snMor.s Dn7ting and Sampling Iaboracocp Tating S^°?I Desmptbn S,vr.fbal Dtftrie[ian }[SA 7-:I6' I.D. M1oUow mm au6c= 'x' 'H=: wnmat, ,°. (.LTiti(" D 2216) FA ? 4•,6' or IO' dismccr ttighc w;e: D Dry d<asiry, pc; !?iA 2',4• at 6' ha? auycr LL Liquid lir.tit (.i$':, ! D:il3) _DC 2•trz-.4'3' or 6' uea ce.e cesiny PL Ytastic limit (ASiAt D=518) ac PD SiiC A. 8 or Yrp¢iy cyjnc Pipe QriII or t:anouc mbe ?. jyye? ? jy? Cefsmn (QY et RQo )^ CS Ceadnuovs ipli[ bacm aapling Qu Uncenl??ced eeatpr.uire saeastti, psf (AMt D 2166) DK D:i3Jing ecad P9 7exwme¢r teadin5. uf (.u"at D 2558) IW Jesia; warct :s Tonanc reMin;. tst Sd :' Q.D_ iQGt bucel bsnPiiaS G SpeeJc grlriry (ASC%( D 853) L 2.tP_• or 3-I/2' O.D. S8 liser aetpk SL Shrirtkaqc {imip (A$'[M Q 427) . T 2' or 3' Csin wa11eQ otbe smpte ' OC OrSanic muen[ . Gemftumae meQeM (ASL,r( D 2974) '>7T 7- thia watleG m6e asio; pi¢Ler sampler S? SWeli pr_uvn. aF (JSb! D 4546) TO 2' or 3' ehin walled mbe nsins pacrbe;= ampter P$ Fateau swe{t ondcr paswr. (ASTSt D 4340 W Wuh samPk FS Fta mII. .: (AS'[14 D+3+61 8 Bag ssafle SS Sluink sw<R. N(ASTbt 1) 4346) P Tesc pic nmple pEi 8ydmsea iort somnc ->tent Ne9wd (,55TSt D 49:2) _Q BQ. P(Q. or PQ wimline system SC Sulhtt coqmu partt/au7lion or mi/i • C rX, BX.or NX dou6le mEe barvcl CC Chloride Wnten[, parcTlmil(ip11 or mg/[ N Sceaard peaeaaeers tsn, Dtows pc: Foot C. Oae dimea=iam( conuiiEsraa (ASt}( D 2425) Ci Cost r_cv.cry, paccnc ' Qe' T:iuiat corapmaiou (ASTAt D 2630 aad D 4767) WL Warer levet D.S.• Dirc:tsheu(ASISfDoVO) S wam:lerN. X. CxlSeiacof rseabil' ellsa P< uY. (AS:bID?s.i4) YJ[R Ne messur.mea r=oided. Pdmzniy dw ro pmex of Erilliag P. 7iNtok rctt (ASI1f D 46fn . or eo?.n; P.ui3 DFi• Dou6te hrdeomexr (ASTINf D 031) I-LA.' Psrtiek sise uviysis (AST}t D 422) , R L+boaary eleea:ezl [aisdvip, aEm-= (ASilt G 57) E. Fr_ssur-:eitte: de!oraadaa 7tadulus. Ct (AST14 D 4718) pLt• Psmmmeac = (ASTbt D 4719) YS• iK1d vue sleu (AS1[ D ZSZ) DC• Infd:cvmexr tac (.iSSM D 3383) 2QD Rak qwliry desi;nadoa, yes:ac ' Rea:la sko+a oo se3r.hcd Csc shea ar snob •• ASCSL CtsisuW Aeercgiaa Sociery fot Tet* aM NLverials rx:rMoLocY Par:ic:c Sizes ? Soil Layering and 3loisn:: e T'Ve $ixt Rsr.a! Term Niaua! OD?emAon Boutde:s ? t'_- Lo„-ursdort Up ro tJa• fpsek resetm - CaZCks 3'•12" VarrH .llce.:stiz;tur,iueome(r.ycos6iestioaaCcay, C? jR'/e: 316' -3' filC fNC SYd. 0[ qI0i5 ' PL:;nre: 9: aicve - SI<• . L-mcs Sma4 pocxrs ol aiGerst se;u in a miL mass Cears: s;:.d ;6 .:IO sicv: ' Sca:ilicd Ute.rwin li 's of r ? ? S?? or talae T A4?ir:c ssrt ;:0 -,{40 siere Lsyr. 214• w i? •t k seamm F.^.c u:a :40 • T_'00 emre Dry PowCe.y, ao mdasble mmt . . SD[ 100:. yusi:.; :100 fisre aed > 0.005 :.ra Moisc Damp. Jcle-m aeun2oA ' C!3y ICQw fax{4.-200 S:['/C 3I'.d < 0.003 Wst!.^J!3[f.t; pSNtO{75 70a EG!OW d3ft[ ' Wec Satuntti, sGm liqu:d limic Gnvel Coateat ' Staadard Penecradon R'siststsce Cas:saGnLmed Soi2s I FIne-Gnined Soils ? Cohesionlst SoFis I Cohesire Sa3s . '. Gn?d Dac:iction N. Cn.el Daeviotiort ?•??'aIue As3eti.e Dea?itv \.Y?^lue Can+ls<enr =' :3 A Iizl: ;ZVeI e 5 Tzce oi jnve: 0• c W_rt ieou 0-4 Vc.y solt 16 - e9 wi= g:ve'. 3• 13 A:i::e =n+ei $- 10 L-ose 5-8 Sofc 16 .-0 Y.'ic1 Srrci 1 t- 3a Nlcdi:-t 2e:s< 4- 3S r:= :1 -;9 Cnvelly il - SO De.-.sc 16 - iJ FEsr! . > .40 ve.y de.ue > 30 Ve.y Y.sr2 ,- ?? JRN-15-1998 16:36 6126597348 97% P.17 JMN-1?-lyyN 1b:56 MN>;IM TECHNGLGGIES 612659'348 F.18 FIELD EXPLOKA'TION PROCEDURES Soil Satnplin Soil sampling was perforzned in accordance with ASTM0I586-92. ITsing this procedure, a 2" O. D. spli[ barrei sampler is driven iuto the soIl by a 140 Ib weight falFing 30". After an initiai set of fi", the number of blows required to dcive the sampler an additional 12" is known as the peneaation resistance or N value. 'I'he N value is an index of the retative densiry of cohesionless soils and the consistency of cohesive sozks. Thin wail tube samples were obtained accoxding to ASTM:D1587-94 where indicated by appropriate symbol on the boring logs. Rock core samples, if caken, were obtained by rotary drilling in accordance with ASTM:D2113-93. Power auger borings, if performed, were doae in general accordaace with ASTM:D1452-90. &ofl classifcation As the saznples were obtained in the fietd, they were visually and manually classified by the crew chief in accordance with ASTM:I}2488-93. Representative portions of the samples were then remmed to the laboratory for further examination aad for verification of the field classification. Loss of the borings indicatin; the depth and idenrification of the various scrata, the N value, the laboracory test data, water level informatiou and pertinent information regazding the method of maintaining and advaacin-, the drill holes are attached. The descriptive terminoIogy and symbols used on the boring logs aze also attached. ? JRN-15-1958 15:39 6126597348?????? 97% F.1a JHN-15-1?58 16:3E MRY.1M TECHNGLOGIES EIFPFNDIX $ EXCAVA'I'ION OVF.RSIZING COhTSTRUCTFON OBSERVATTON AND TESTING E12659' -?48 P. 19 PRECAUTTONS FOR EXCAVATING AND REFII.LING DURING COT.T) WEATHER JfiN-15-1598 16:36 61265q?348 R.19 JHN-1t-lyy6 16:36 MH-:IM TECHNGLOGlES 612C59734E' P.20 EXCAVATTON OVERSIZING NORALIL EXCAVATTON uiNiuuM zzuvAnoN UMiTS Z/// SALrfSFMNO REOUIaEAfFNrs ? I D COUPtTEM SWLS 54PAMP OB EXTREMELY SOFT SOIL EXCAVATION uINwuu IXGYAlWN - 29 CCupETEM SCP.S I I C:\GEO0wGS1GE0TtCH\OVER512E MeVIM HOT TO SCUE /w /'7? t¦ SAN-15-1998 15:31 6125597348 97% p.20 JHtV-17-lyyC 1t: s; I'1Rr,'ll7 TECHNOLOGIES 6126557348 P.21 CONSTRUCTION OBSERVATIONS ARD 'i'ESTLriG The recommendations made in this report have been tnade based on the subsurface corniitions found in the borines. Ii is possibie that there are soil and water condirions on site that were not represenred by those borings. Conscquently, an-sice obsetvation duriuig consttuction is considered iniegral to the successfisl imQlementation of the recommendations. We believe chat quatified field personnel need to be oa site at the following times to observe the site conditions and effectiveness of the consrruction. We recoinmend rhat the completed excavation and prepared subgrade be observed aad tested by a soils engineerltechnician prior to fiil placement or consuuction of any foundation elemenu. These observations would be necessazy to judge if all tu3suitable materials have been rcmoYed from within the planned coastruction azea and that an appropriate degree of Iateral oversize bas been provided for in those areas where fill wiil be piaced below the bottom of foundacion grade. We recommend a representative number of field densiry tests be taken in all engineered filI placed to aid in judgin, its suitabiliry. We suggest that at leasi one density tesc be performed Por at least every 2500 square feet of engineered fill placed for every Z' of filt depth. Additionai tesrs should be taken where confined areas are compacted. Any proposed fill material should be submitted to che labvratory for cests ro check compliance with our recommendatioas and projecc specifications. ? JAN-15-41998 16:32 6126597341S • 97% P.21 ?nrv-1?-177ti 1b3C 19HX119 It?HNULUGItS bl?b7y7345 N.cZ wPRECAUTIONS POR E%CAVATING A1VD REFILLING DITRFPiG COLD WEATHER The winter season in this azea presents specific problems far foundation construction. Soils which aze allowed to free2e undergo a moisture volume expansion, resulting in loss of densiry. These frost-expaaded soils will consoliciate upon thawing, causin¢ settlement of any structure supported on them. To prevent this sett[emenc, frost shoald not be allowed to penetration into the soils below any proposed structure. Ideally, winter excavacion should be Iimited to areas small enough ro be refilled to grade higher than footing grade on the same day. Typically, thesc atcas shoald bc fclled to floor grade. Trenching back down co unfrozen soils for foundadon consuuccion can rhen be paformed jusc prior to foocing placecnent. The ezcavated trenches should be protected from freeziag by means of insalating or heating during foundarion construcdon. Backfilling of the foundauou trenches should be performed immediately after the below-orade foandation construction is finished. In addition, any interior footings or footings designed without frosc protection should be extended below frosc depth, unless adequate precautioas are taken to prevent frost inuvsion until the building can be enclosed and heated. In many cases, final grade cannot be attained in one day's Eime, evea though small areas aze worked. In the event final grade canaot be attained in one day's time, frost can be expected to develop overnight. 7he depth of frost penetration can be m,^+n+;zed by leaving a layer of loose soil on top of the compacted material overnight. However, any frost whicfi forms in this loose layer, or snow which accumulates, should be completely removed from the fill azea prior to compaecion and addi[ional soil plaeemenc. Frozen soils, or soils eontauung frozen materiai or snow should never be used as fill material. Afrer che srruccurc has been enclosed, all floor slab azeas should be subjected to ample periods of heating co allow thawing of the soil system. Alternatively, the frozen soil can be completety removed and be replaced with an eneineered fill. The floor slab areas shouid be checked at random and representarive locations for remnant areas of frost, and densiry [ests should be performed to document fill compaccion prior to siab pIacemeut. Due co the potential groblems associated witlt fill placement durin; told weather, any filling operacions should be monitored by a full-time, on-site soils tectutician. Fuli-time moniioring aids in detecting areas of frozen material, or potential prob[ems with frozen materiat within the fill, so thac appropria[e measures can be taken. The choice of fill material is particulariy imporranc durin; cold weather, since clean graIIUlaz f ll ma[erials caa be placed and compacted more efficiently than silty or clayey soils. In addition, oreacer magnicudes of heaving can be expected with freezing of the more frast susceptibie silts and ciays. If more specific frost iaformation or cotd weather data concerning other consuuction materials is required, please contact us. MAW JRN-15-1998 1E:33 6126597348 97% P.22 ENVELOPE SYSTEM PERFORMANCE COMPLIANCE CALCULATION PROGRAM VERSION 2.4 U.S. DEPARTMENT OE ENERGY VOLUNTARY PERFORMANCE STANDARDS FOR NEW COMMERCIAL AND MOLTI-FAMILY HIGH RISE RESIDENTIAL BUILDINGS; MANDATORY FOR FEDERAL BUILDINGS CITY: 190 Minneapolis MN BUILDING: LOLL BUILDING CODE <B,C,H>: Both Heated and Cooled DATE: 12-24-97 FENESTRATION VALUES: 89 Fund. ENVSTD Version 2.4 - February 1993 WEIGHTED AVERAGE CRITERZA ------- ---N---- -- NE------ E----- 5E ------ 5----- SW------ W----- NW- ------- -------- WL AREAJ 2000 1625 2000 1625 I 0.000 I 0.270 GL AREAI 0 0 0 0 1 WWR I WWR SCx I 1 0.000 I 0.606 PF 1 0 0 0 0 1 0.000 I 0.000 VLT I 0 0 0 0 I 0.000 I N/A Uof I 0 0 0 0 I 0.000 I 0.520 WALL Uol .087 .076 .069 .087 I 0.089 I 0.071 HC I 6.9 6.9 6.9 6.9 I 6.9001 1 INS POSI 2 2 2 2 1 N/A I N/A EQUIP I 1 1 1 1 I 1.000 I 1.000 LIGHTS I 2.25 2.25 2.25 2.25 I 2.250 I 2•000 DLCF 1 0 0 0 0 1 0.000 I 0.000 ------- -------- -------------- L O A D S--- ------------------- -TOTAL- ------- HEATINGI 6.509 4.561 5.281 9.878 I 21.299< 22.781 COOLINGI 4.326 3.621 4.990 3.413 I 15.851< 34.915 TOTAL 110.835 8.202 9,771 8.292 I 37.099< 57.695 **"** ***** PASSES EXTERIOR WALL TOTAL CRITERIA *** ******* OTHER ENVELOPE REQUIREMENTS ENVSTD Version 2.9 - February 1993 CRITERIA MAXIMUM PERCENTAGE OF ROOF AREA IN SKYLIGHTS: DESIGN MAXIMUM ----------------------------------------------------- ----------- -------'--- Percentage of Roof Area in Skylights: I I Visible Transmittance of Skylight I I Design Lighting Footcandles of Space (30, 50, 70) I I MAXIMUM ALLOWABLE Uo: MAXIMUM ------------------------------------------------------ ------------ ------------ Roof 1 .0254 < 0.047 Wall Adjacent to Unconditioned Space I I 0.116 Floor Over Unconditioned 5pace 0.090 MINIMOM ALLOWABLE R-VALUE: - - - ---- -- ------- - ------ ----- --- - - Wall Below Grade R-Value of Concrete S1ab Insulation Heated or Unheated Slab (H/U) Horizontal or Vertical Insulation Depth or Width of Insulation (24, ------•.+•..?.+ PASSES OTHER E MINIMUM ------------------ ------------ -------- I I io.s I 11.5 > 6.0 I Unheated I Position (H/V) I Vertical I 36, or 48 in.) I 36 in. I ----------------------------------- ?VELOPE REQUIREMENTS ******?** 612-690-5525 FINN DRNIELS RRCHS 821 P02 JAN 19 '98 10:20 ? ! Metropolitan Council j Working fnr the Region, Planning for ihe Future Environmental : January 8, 1998 ' Joe Voels Consuuction Analyst ; City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 , DearMr. Voels: The Metropolitan Couacil Environmental Services Division has determined SAC for the Lull Imernational Addition located at 3405 Ii'ighway 13 within the Ciry of Eagan. • ? , This project should be charged 1 5AC Unit, as dete[mined below. SAC Units Charges: Manufactudag 1.14 or 1 8000 sq. ft. @ 7000 sq. ft.lSAC Unit If you have any questions, call me at 602-1113. Sincerely, C?? g . Jodi L. Edwsrds Staff SpecialisL Mutucipal Services Section JLE: 98Q108SB I cc: S. Selby, MCES Carolyn Krech, F'tnance Departmeat, Eagan paniel Dege, Finn Daniels Architects ? ? 290 Eaet PYfth 5treet SL Paul. Mlnncaofa 55101-1633 (612) 222-8423 Fac 229•2183 "IDD/YIY 229-9760 M Duol oGR'T-^'hJ fl^N&Ur TQ: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADiVIINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DMSION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIItECTOR RICH BRASCH, WATER RESOURCES COORDINATOR NIIKE RIDLEY, SETIIOR PLANNER j?.j _ 2c? S?cT r0 N ?y GREGG HOVE, SUPERVISOR OF FORESTRY > / FROM: MII{E BARCK, CONSTRUCTION INSPECTOR (BUILDING) DATE: 1 2 /Z ?j /Cr 7 The _ preliminary construction plans for L U LL lNd. 92<<d iA/4 iA-4_6V are in our plan review section for your review and comment. 30y5- WI-7 /3 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 are requesting that issuance of the building permit be heid, piease fill out the proper "hold" request form. Comments: Indicate any fees that aze to be collected with the building pemut: AMOUNT ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No pazk dedication ? Yes ? No trail dedication ? Yes 1I. No tree dedication ? Yes ? No Signature ZONING? l2 ? L3- A? Date 15/FORMS-BLD/PLAN REVIEW/MIKE B Pa.wo [4 . . . TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE C1TY ADMITIISTRATOR DALE WEGLETTNER, FIRE MARSHAL ELECTRICAL INSPECTOR GENE VANOVERBEKE, FINANCE DLRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SEIVIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: MIKE BARCK, CONSTRUCTION INSPECTOR (BUILDING) DATE: ! 2/7-5A7 ? sE?- T,o •v y The _ preliminary consuuction plans for L U LL /Nb. 9v <<DiA/?j r''i-d64/. aze in our plan review secrion for your review and comment. 3o?1S A.7 !3 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 are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that aze to be collected with the building permit: ANIOUNT ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication ? Yes ? No tree dedication ? Y-es ? No ZONING? /-? Signature Date IS/FORMS-DLD/PLAN REVIE1VAb11[FE B TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMIlYISTRATOR DALE WEGLEITNER, FIItE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILTTIE$/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR .RICH BRASCH, WATER RESOURCES COORDINATOR MIICE RIDLEY, SEPTIOR PLANNER ? GREGG HOVE, SUPERVLSOR OF FORESTRY 10 - z<? FROM: MIIU BARCK, CONSTRUCTION INSPECTOR (BUILDING) DATE: 1 Z/ Z' 1('/ 7 r sE?T,?.v y The _ preliminary construction pians for Lp LL. /ND. 9v 14OiA/4 4-464/. are in our plan review section for your review and comment. 3 p ys-- 1?w7 /3 Please return this form to Dale Schoepaner with your signed commenu 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 pernut be held, please fill out the proper "hold" request form. Comments: f5:)r-? Indicate any fees that aze to be collected with the building permit: AMOUNT ? Yes ? No landscape security required ? Yes ?? // ?d?Io water quality dedication ? Yes d o ? pazk dedication ? Yes o trail dedication ? Yes SNo tree dedica6on ? Yes ? No Sign ure ZONING? S'l *•2--7 •1S Date 1S/FORMS•BLD/PLAN REVIEW/MIKE B TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADNIINISTRATOR DALE WEGLEITNER, FIRE MARSHAI, ELECTRICAL INSPECTOR `PUBLIC WORKS/ ENGINEERING DMSION /UTII.ITIES/STREETS ' GENE VANOVERBEKE, FINANCE DIItECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SEIYIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: NID{E BARCK, CONSTRUCTION INSPECTOR (BUILDING) DATE: 1 2 /2 '> Iq 7 Z? 1 5E?-r a??1/ ?f The _ preliminary lzconstruction plans for L U LL /JVb. 9v r<piA/t i666,V. aze in our plan review section for your review and comment. 30 yS 171,,7 13 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 pernut be held, please fill out the proper "hold" request form. Comments: Ol_ ?_?.? ,?ariyu 5cc 9#,002_115- 6y4, G& q?- $f G//? ?i-b-r.. ?r?2v?birs Lu// Ti+/ $ j' SK6m/rY?./ ?f/s ???i?? ?.- ?a'?, .<.,<? ?r. • , Indicate any fees that aze to be collected with the building pernut: AMOUNT ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No landscape security required water quality dedication park dedication trail dedication tree dedication (DiiK iature ZONING? /- /s-98 Date JSlFORMS-BLD/PLAN [LEVIEW/MIKE B r „1 Lol l,?? , Cq 30ys- '' ? ,p SPEED MESSAGE TO ?- ???o 4K SUBJECT U, // FpOM L ?'? s UATF Z SJ ? Z C / V To () cp, 1P? e 0 ? ? V 6p 8i E s ? 3 < ? I 14 ?v?r'csL ?.o.- • SIGNED "W.L ?e+?-?l ???s.9o.2 ;?, o„ . '"? ?.. t Q ?Joneso wnrTE-o_ f11GINAL CANAR ?? U 44-9m e ` ? /?a/ 3. North fence line looking towards Highwfiy 13. i x zxzxz ?? ? 4. Northwest corner of storage yard, still north of buildings. LULL ENGINEERING CO. Pictures taken by Tad Ulrich May 20, 1994 1,=. x z r x z Standing by north fence looking south at storage yard. 2. Looking east of photo #1. 6. ? •••i':?Y ?? ?• . ?! . .a ?. ? . ?:..` Looking west at 42" FES and eroded ditch. 5. ' 42" CMP, draining under Highway 13. ilThis culvert drains into a severely eroded ditch in far NE corner of Luil's property (looking North). ? Y. ? V ? r} -' , . .•. M . -?+ .. . '??t? • '?'? ' ^ ? r r ? .? ??.i'?'.•I, .z ? .r. ??•;:.? ??ti;:.. . -. .. ! r . .. . t. ..'ai Li . Y .» •. .., . . . ,.». fI ?? ti.'.? J $, 9. Eroded ditch just west of the ditch caused by 42" CM?. This erosion is a result of site drainage from the Lull property. J? ? t. t,,: lL'_ 11. Meadow View Road looking North. ?s 15. Standing on Luli property looking S.E. at junction of Highway 13 and Meadow View Road. i 16. Stockpiles in south lot, Meadow View Road is in 4-ackground. Building shown is not Lull's. ; ? , vY? '3'•-? ?• .. . ' . , ++?. F i.'? i?'?4.? 17. Southside of Lull's main building looking west. 18. Standing on Lull's access from Highway 13, looking west at main building. !! 19. Standing on Highway 13 looking west at north end of Lull's main building. ? ? ???s ' city oF eagan RECErvFD a3G 3 t 1995 August 24, 1995 MR JIM WISNOSHI PLANT MGR LULL INDUSTRIES, INC 3045 HWY 13 EAGAN MN 55121 Re: Gr:.ding Permit EX-09-224 Project 615R, Meadowview Road Storm Sewer Waiver of 06jection Dear Mr. Wisnoski: THOMASEGAN Mayor PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER Councll Members THOMAS HEDGES City Adminisirator E. J. VAN OVERBEKE Ciry clerk At the August 1 Council meeting, your gading pernvt application was presented to the City Council for approval. Based on the comments and concerns expressed by an adjacent downstream property owner, the City Council had reservations about approving your grading permit. However, they did recognize the need for expanding your parking lot and providing additional usable land within your property. They also recognized the increasing need to provide storm drainage facilities in this area as it continues to develop on an incremental basis. Subsequendy, the City Council authorized staff to issue your requested grading pernvt upon receipt of an agreement by Lull Industries to waive your objection to and accept its proportionate share of costs associated with providing storm drainage improvements in the general area of Meadowview Road. Subsequently, City staff sent to your attention a standard form, "Waiver of Hearing No. 513, Project No. 615R" which, when executed, would indicate your acceptance of an assessment for storm sewer improvements in the amount of $44,500. On August 21, you contacted me expressing your concern regazding executing such an agreement prior to the City Council even approving a project to provide benefit for the proposed assessment. Understanding your concerns, I've attempted to provide a more informal letter-type agreement for you to execute and return allowing us to issue your gading permit. A copy of that written agreement is attached. Please have it executed, notarized and returned to my attention at your eazliest convenience. If you wish to revise or modify part of it, please feel free to do so and retum it to my attention for consideration and redrafting as necessary. MUNICIPAL CENTER 3830 PILOi KNOB ROAD EAGAN, MINNESOiA 55122-1897 PHONE; (612) 681-4600 FAX: (612) 681-4612 TDD: (612) 454-8535 THE LONE OAK TREE THE SYMBOL Of STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunliy/Affirmailve Actlon Employer MAINiENANCE FACILITY 3501 COACHMAN POINT EAGAN, MINNESOTA 55122 PHONE: (612) 681-430p FAX:(612) 681-4360 iDD: (612) 454-8535 Page 2 Also, one of the conditions ofyour Conditional Use Permit No. 9-CU-18-9-94, approved by Council action on October 4, 1994, requires the prepazation of a status report of the site conditions and an overall plan for surface water management to be reviewed by the Advisory Planning Commission in October of 1995. In order to meet that deadline, this information should be submitted no later than September 15. I would encourage you to review the other conditions of this CUP as well. Please feel free to contact me if you have any questions regarding the information contained in this letter or the process associated with your permit application. Sincerely, Thomas A. Colbert, P.E. Director of Public Works TAClj cc: Craig Knudsen, Engineering Technician (W/O Enc.) Enclosures: CUP Conditions Grading Permit Waiver Agreement CTTY OF EAGAN WAIVER OF OBJECTION & CONSENT TO ASSESSMENTS PROJECT 615R, MEADOWVIEW STORM SEWER EXCAVATION PERMTT NO. EX-09-224 WHEREAS, Lull Industries, Inc., has requested the City of Eagan to issue Excavation/Grading Pemut No. EX-09-224 affecting the topography and surface water runoff for Parcel No. 10-00900- 010-26 (part of Governmental Lot 2 located between TH 13 and railroad property); and, WHEREAS, there presently does not exist adequate storm sewer facilities to handle the excess surface water runoff associated with this grading/excavation pernut; and, WHEREAS, the City Council has authorized the preparation of a feasibility report for Project 615R for the installation of storm sewer facilities to service an area incorporating a portion of Parcel 10-00900-010-26 owned by Lull Industries, Inc.; and, WHEREAS, as a condition of issuing the referenced excavation/grading permit, the City Council requires Lull Industries, Inc., to waive their objection to and agree to accept its proportionate shaze of costs associated with the installation of related storm drainage facilities. NOW, THEREFORE, Lull Industries, Inc., hereby agrees to accept without objection its proportionate share of the costs of storm drainage facilities as determined and approved by formal Council action as a result of a formal public hearing process. Lull Industries, Inc., further waives objections to any technical defects and any proceedings related to these future assessments and further waives the right to object to or appeal from these assessments made pursuant to this agreement. Dated: Zr --)e- 9S Lull Industries, Inc. , By: I 0....._ By: Its: STA'I'E OF MINNESOTA ANN M. EVANS ? )SS. NOTARY PUBLIC - ?IiNNESOTA COUNTY OF DAKOTA ?,?y?o,?,OE,wra oUNTY2000 . • On this Of- day of tlu6u.s % 1995, before me a Notary Public within and for said Count , personall appeared JArnES l!IISNOSai and #%)C,o& le•ch) to me personally known, who b' ach by duly sworn, each did say that they are respectively the YP- oPEVArr+oa s ? ??ofLull Industries, Inc., the corporation named in the foregoing instrument, and that said instrume t was signed on behalf of said corporation by authority of its Board of Directors and said _?/cE 2crr'i-oerjr and lkxszz?'.js acknowledged said instrument to be the free act and deed of said corporation ? R;?? Notary Public My commission expires: APPROVED AS TO FORM: City Attorney's Office Dated: APPROVED AS TO CONTENT: Public Works Department Dated: TAC/PR01615R/I7 EXHIBIT A CITY OF SAGAN CONDITIONAL USE PERMIT WHEREAS, Lull Industries has complied with all the requirements of the City of Eagan necessary for obtaining a Conditional Use Permit. NOW THEREFORE, By order of the City Council of the City of Eagan, Dakota County, Minnesota, and by virtue hereof a Conditional Use Permit is authorized as follows: 1. Permitting a Conditional Use for outdoor storage of equipment and materials within the confines of a"Light Industrial" zone. 2. Said Conditional Use Permit shall apply to the following described property: Part of Government Lot 2, Section 9, Township 27, Range 23, P.I.D. #10-00900-010-26 3. Said Conditional Use Permit shall run with the land as long as all conditional use atandards are met. 4. Said Conditional Use Permit shall be subject to conformance with the Eagan City Code and with the conditions set forth herein to include, but not limited to: Additional Conditions: 1. The applicant shall record this Conditional Use Permit at the Dakota County Recorder's Office within 60 days of City Council action. 2• The applicant will be required to construct a watermain system with hydrants that are spaced within 300 feet of the buildinga to improve fire protection to the site immediately upon the first of any building expansion. 3• The applicant shall properly maintain the parking and storage areas. 4• The applicant shall prepare a status report of the site conditions and an overall plan for handling storm drainage eroaion problems for the Advisory Planning Commission review in October 1995. As a result of this review, additional conditions may be imposed by the City Council. 5• The parking and long-term inventory storage area serving this development shall be surfaced with bituminous or concrete pavement in accordance with City Code requirements. IN WITNEgg WHEREOF, I have hereunto set my hand this 24th day of October, 1994. CITY OF EAGAN A Minnesota Municipal Corporation By: James L. Sturm Its City Planner ?d" M T' /S e. G y Z- n1.W. SE e. C?+ 13?i531 p r?.. 'sSTRle TEMPO?RY CO?fUCTION, RIGHT-OF-WAY AND DRAINAGE AND UTILITY EASEMENT IN CONNECTION WITH EAGAN CITY PROJECT NO. 615R This Easement Agreement, made this 11 thday of October , 1996, beriveen LULL LIFT CORPORATION, a Delawaze corporation, hereinafter referred to as "Landowner"; THE BOATMEN'S NATIONAL BANK OF ST. LOUI3, hereinafter "Mortgagee"; and the CITY OF EAGAN, a Minnesota municipal corporation, organi2ed under the laws of the State of Minnesota, hereinafter referred to as "City". WITNESSETH: That the Landowner and Mortgagee, in consideration of the sum of Seventeen Thousand Six Hundred and no/100 ($17,600.00) Dollazs and other good and valuable consideration, the receipt and sufFiciency of which is hereby acknowledged, do hereby grant and convey unto the City, its successors and assigns, forever, the following easements: A perpetual easement for public ri ght-of-way, drainage and utility purposes over, under and across the South 30.00 feet of the following described parcel: All that part of Government Lot 2, Section 9, Township 27, Range 23, lying ; ` within the boundaries of the Norehwest I/4 (NW 1/4) of the Northwest 1/4 (NW 1/4) of Secuon 9, Township 27, Range 23, lying West of State Trunk Higltway No. 13, according to the U.S. Govemment Survey thereof, Dakota County, vtinnesota. ? W Said perpetual easement contains 0.40 acres, more or less. Transter EtHered Thls ?" Of? Together with: r CourAy 7reasurer-NUCIkW A temporary easement for storm sewer construction purposes over, under and across that part of said Lot 2 described as follows: Commencing at the southwest corner of Lot 2; thence easteriy along the south line of said Lot 2 a distance of 150.00 feet to the point of beginning of the easement to be described; thence northerly at a right angle 40.40 feet; thence easteriy at a right angle 10.00 feet; thence southerly at a right angle 40.00 feet to the south line of said Lot 2; thence westerly along said south line 10.00 feet to the point of beginning. Said temporary easement contains 100 square feet, more or less, excluding said perpetual easement. Said temporary easement to expire June 30, 1997. See also Exhibit "A" attached hereto. The grant of the foregoing permanent easement for right-of-way and utility purposes includes the right of the Ciry, its contractors, agents and servants to construct, reconstruct, inspect, repair and maintain C•I,Mr. e-j U. 4 7 Z 1 /L Qi - N o. ? 1S c wl_ ? sr-C. ( a roadway and erect and maintain signs in conjunction with the public's use of said roadway and appurtenances and any signs erected in conjunction with the use of the roadway and appurtenances. The grant of the foregoing permanent easement for drainage and utility purposes includes the right of the City, its contractors, agents and servants to enter upon the premises at all reasonable times to construct, reconstruct, inspect, repair and maintain pipes, conduits and mains; and the further right to remove trees, brush, undergrowth and other obstructions. ARer completion of such construction, maintenance, repair or removal, the CiTy shall restore the premises to the condition in which it was found prior to the commencement of such acrions, save only for the necessary removal of trees, brush, undergrowth and other obstructions. The grant of the foregoing temporary construction easement for site grading purposes includes the right of the Ciry, its contractors, agents and servants to enter upon the premises at all reasonable tunes to construct, reconstruct and inspect site grading and the further right to remove trees, brush, undergrowth and other obstructions. Afrer compleuon of such construction, maintenance, repair or removal, shall restore the premises to the condition in which it was found prior to the commencement of such acrions, save only for the necessary removal of trees, brush, undergrowth and other obstructions, subject only to permanent easement alterations. And the Landowner and Mortgagee, for themselves, and their successors and assigns, do covenant with the City, its successors and assigns, that they aze the fee owner and mortgagee of the lands and premises aforesaid and have good right to grant and convey the easements herein to the Ciry. IN TESTIMONY WHEREOF, the Landowner and Mortgagee have caused this easement to be executed as of the day and yeaz first above written. State of :?isconsin LULL LIFT CORPORATION, a Delaware Coun[y ci v"zavkee COIpOi3t10[1 Slg,aa(l ?efore me on October 11, 1996 ti'C" -- - "?? V Ly .'ames F, Hoo:c. By:?rl a-Y1ne5 ?Iu: ?; t c? P !?s arv ?:.blir. ?y cc:amiss:on expires on March 8, 1998 By: STATE OF MINNESOTA ) )ss. COUNTY OF ) Its: The foregoing instrument was acknowledged before me this day of , 1996 by and _ , the and corporation, on behalf of the Corporation. of Lull Lift Corporation, a Delawaze Notary Public a w_ T THE BOATMEN'S NATIONAL BANK OF ST. LOUIS STATE OF _ ` l By. ItS: By: ItS: )ss. COUNTY OF ? The foregoing instnunent was acknowledged before me this day of 11996 ' -- by • _ and , the _' and Iof The Boatmen's National Bank of St. Louis, a national banking APPROVED AS TO FORM: City Attorney's Office Dated: 16r231-T4 APPROVED AS TO C TENT: ic Work's epartrnent Dated: /- THIS INSTRUMENT WAS DRAFTED BY: ? SEVERSON, SHELDON, DOUGHERTY & MOLENDA, P.A. ? 7300 West 147th Street, Suite 600 Apple Valley MN 55124 ? (612) 432-3136 RBB/kmw Esmt. No. 642 Project No. 615R LINDAC. +'.iCl<ELSON NOiAAV Fn! I,",-S i„_E;f `d550U11 SL LCUiS GOIiNTY MYGOMMISSi_Nc:?N.ES.NPF 19.1998 banking association. ? " - Notary Public N. 6a. 7 . i / N i i ? E 0 a n m ? ? ? N O ? ? aoeoa-o+o-a ?e,oo-am-oo o- EASEMENT SKETCH 96-1 00900-010-26 LULL INDUSTRIES (Part of Gov't. Lot 2) 30' PERMANENT EASEMENT 10'x 10' TEMPORARY EASEMENT ? - - ?`-150'-, NOTE: NO FIELD SURVEY WORK WAS PERFORMED AS TO THE PRECISE LOCATION OR AREA OF THIS EASEMENT. 0 200 ? 100 ? i? / ? ? / u4eo-mo-m \ i ? / ? 22480-020-01 U FiLE "o. MEADOW VIEW ROAD AAASE" EAGAN9607 ??r PROJECT NO. 615R NO. 98-1 DATE- ass EAGAN, MINNESOTA EXIiIBIT "A" N . ..? . 9 - 13S,1531 oFFICE oF nHe counm FIEcoROER DAKOTA OOUPIiY, MINNESOTA CERTIFIED THAT THE WITHIN INSTRUMENT WAS RECOHOED IN THIS OFFICE ON AND A7 OCt 19 q 17 PM'96 ooc. rvo. 13N4531 JAMES N. DOLAt+? COUNTY RECOR ER BY: (f4 Deputy FEE ?S.Gb SURCHARGE . ? CASH ? CHECK lV ESCROW ? WELL ? CHARGE ? CHARGE TO: O/R DO NOT REMOVE i ' T AAIVIIt OF HEARING No. 00123 Special Asseasment Authorizat3on I/We her.eby request and authorize the City of Eagan, MN (Dakota County) to assess the following described property owned by as/us: -P3rce1 No. 10-00900-010-96 for the benefit received from the following improvementsc ITIIi QIIANTITY RATE AISOUNT PROJECT NO. Lateral benefit 1410 lin. ft. $14.35 $20,233.50 10 from sanitary sewer TOTAL $20, 233. 50 to be spread over 10 years at an annual interest rate of 9% against any remaining unpaid balances. The undersigned, for themselves, their heirs, executors, administrators successors and assigns, hereby consent to the levy of these assessments, and £urther, hereby waive notice of any and all hearings necessarry, and waive objections to any technical defects in any proceedings related to these assessments, and further waive the right to object to or appeal £rom these assessments made pursuant to this agreement. Dated: S11s /P6 ? Lull Enqineerinq Conpany,.Inc._ State o£ n.ro-/u- ) ss. Coimty of -6A /l o 711¢' ) By n ` Its: On this /,?- r/- day of 1914 before me, a within e.nd for said County personally appeared (fl,t'L I and to me personally known, who being each by me duly sworn did say that they are respectively the So?„ v?c I/i'c? Piz,,r, .r, t-President and the of n-? G., ln t?. the corporation named in the foregoing instru ent, and t t the seal af£ixed to said instrument is the corporate seal of said corporation, and that aiad instrument was signed and sealed in behalf of said carporation by authority of its Board of ?--? and said and acknowledged said instrument to be the free act and deed of said corporation. Notary Public .D /1.C/o A!'7- County i My commission expires , 19_ Fa ?`;??•:, Juuk- B uvscsTaA NOTAf1YPUDLIC-MINNESOTA ? DAKOTA COUNTY N ary Public ? _ My Cammiaslon Expires Sapt 8.1990 9PP-'C? Eng/Waiver ^ Revised: 10/85 Eagan Puhlic Wo s Dire tor .. s ' - ; ?? . . ? ? - r ? a t? 3 i _ NM 1/4 SEC. 9, T21 . . .__ , ? f?e'' ?• . /,i << ? L UL L Eh'G/NEEBiNG LO. •• ?` /? ?4? ` • " ' ?• / ` ? Y Q. ? t : ?• re7 iw ? ?b ?ti + e ?. ?t• ' •• - ? 4? ? ? \? l?e ? • r ? 6 . . -- ?? 2??? o*0" ? g • Bod ?je IGfo.9c, I ? c!r aro•zs ? .. ?yr M. • "[' ib.pp 8lpp ODE L ?G O p; Gov r L a a ?` r . • • C °r f 2 . . / 13om aeo AD IT . .. •. . Mc c .varN ' . . ; V ? r R4. • C -V/ ? " ??r ? ?n.er ?. s? u . ' •; G? . 4:? ? ?? ? , s ; • ?<" ?,Qo r• ?v ... _ ? '\ .. "r z .. ..i e .....4., ' A?yw/ W,Gin?[a?ta- --' ACH Y. c . ? EA N- I? A.? ?* z{A. '? ? ? ? A. ? ' D ADDrrUl., I INDU TRIAL ?p PAHT oa : ' ° i ? a 012'31 o11.3i ¦¦¦????? LATERAL BENEFIT FROM TRUNK SANITARY SEWER t"? it Metropolitan Council Improue regional cumpetitioeness in a glabal economy september 30, 2001 Environmental Seruices Iull Intemational, Incorporated ;-3045-Highway 13 ; -Fagan, MN 55121 ? ATTN: 7im Wisnowsld Re: Wastewater Volume Review for Pernut Number 1103 - Located at 3045 Highway 13 As part of the MCES Service Availability Charge (SAC) policy, all industries holding an Industrial Discharge Pemut are subject to a wastewater volume review one year prior to the eJtpiration of their pernut. SAC is a"coanection" fee wtrich has been levierl since 1973 for new connections or increased volume discharged by eacisting users to the Metropolitan Disposal System (IVIDS). SAC revenue is used to pay for the unused reserve capacity porkion of debt service for capital impmvements. The wastewater volume review serves as a method for detecting wastewater volume increases from a facility. Current wastewater volumes are converted to a SAC equivalent and compaied to a SAC baseline value. Any incmases over the baseline value, or the value for SAC credits, wluchever is gmater, have the potential to be assessed SAC. Three yeais ago, a wastewater volume review for your facility took place. At that time, wastewater volumes frorn your faciliry were noted to be below SAC baseline and/or SAC cmdit levels. A current evaluation of wastewater flows fmm your facility indicates that discharge volumes remain below the SAC baseline. Please find enclosed a Wastewater Volume Review Worksheet specifying the results of the review. Lull Intemational, Incoipoiated will not be required to purchase additional SAC at this time. If you have questions, please call Roger S. Tan at 651-602-4736. Sincerely, ,4 /W ' Leo H. Hermes, P.E. Industdal Waste Manger MCES Industrial Waste Section Fnclosure cc: Carolyn Krech, Ciry of Fagan Sandy Selby, MCES Roger S. Tan, MCPS LHIi:ptn www.metrocouncil.org Me[ro lnfo L1ne 602-1888 230 East Flfth Street • SL Paul, Minnesota 55101-1626 • 1651) 602-1005 • Farz 602-1138 • 71Y 229 3760 .4n Fquril Opportunity Emp&yn Metropolitan Council Environmental Services - - Wastewater Volume Review Industrial Discharge Permit Renewal Company Name Lull International Inc Permit Number 1103 Pernut Expiration Date 9/30/02 SAC equivalent of the Jan. - Dec., 2000 10 Units Self-Monitoring Report. (Total wastewater volume/total number of operating days eqnals average daily waste- water volume. Fach SAC unit equals 274 gallons) Modified SAC Baseline Value 23 Units (MCES policy determined the SAC baseline value to be the SAC equivalent of the volume reported in the final self-monitoring report for 1991. The modified SAC baseline value represents the SAC baseline value, plus any SAC units purchased after the 1991 baseline date, or the value for SAC credits*, whichever is greater.) Current wastewater volumes do not exceed the modified baseline value. The pemut renewal process will follow past procedures. This review is complete. * MCFS SAC purchased records may not be current, therefore, the credit value may be revised to account for unidentified credits, if the permittee can pmvide proof of their eacistence. 9 /3 0 O Date s - ?= =5r" r+o?s = ? - ?c ? ?l r s?oP ?) - ??L????? ° srW6E? Pi4oPCS£a hRDITlOr.1 4iIWAY 15 Ll1 Ll. F.)JI l, D WL 51Tt PC.An1 ?4DplTlan? I This i . . . _ .. . . • . . . . ? C/ 0 0 N L Y UJLL II'ID - WIIDIING SM ,? ?`,?*ficate vf cccupauc? Wit4 of Wagan ?rartmeut of ?xiGbixg ?a??ectioa issued pnrsuant to the requireneents oj the Urtiform Building Code tfu time of issuunce rhis structure was irt compliance with the various -City regulating building constnection or use. For rhe following: M/@D K9C sleg. eerma No. 34021 -12-B z"mas DLV;a I rype coast. VN L II1TERMTIQqAL „4,,,r.,3045 HWY Q3, F11GAN i BW 13 - L 1 6. ?'I'IQ?] 9 ?? =--??-- Dot: POST IN A CONSPICUOUS PLACE ?y ? \ Y ' CITY OF EAGAN SWR SLWM PERM 3830 Pilot Knob Road P. O. Box ?1199 PERMIT NO.: EaLaR, Mh 55121 pATE: Ioninp: - No, of Unih: Ownar: Addrc-w - Sih /lddi Plumber. I Mm M e80yry wih !M Cky of fyee OwlwG ey Dote oF lnsp,: Connsction Qhcege; A00CU11t Qepwt: PfrRllt FYf: SYf'Gh0fQe: _ M1sc. Chorpss; Totol: Dote Pdd. ? CITY OF EAGAN N°_ 10 9 4 0 3830 Pilot Knab Road P O Boz 21-199 Eagan MN 55121 BUILDING PERMIT PHONE:454-8100 Receipt ;? Te M wed for_ STORAGE Est. Va1ue $45,000 paTe SEPTEMBER l?y 85 SiteAddren 3045 SIB MEM HWY Lot 9 Block 1 sec/sun. SECT 9 Percel tdo. 10-00900-010-26 W rlame LULL ENGINEERING CO ? Address $AME c;tv Pno„a 454-4300 ? Neme A& M BUILDING & SUPPLY u" Address 13955 SO ROBT TR ? city ROSEMOUNT pnone Name ?? Address _ "w City Phone I hereby acknowledge thot I hove read this npplicution ond sfote ihot fffe inlormotion is CArrect an o9ree to cAmply with all applicable .ugaq OrdirwnceM 51ota of Minnesota Statutes ?d City of F Erect `? Occupancy BI Remodel ? Zoning T 1 Repair ? Type of Const. Xln Addition ? No. Stori es i - Move ? Length T- 60 Demolish ? Depth Int Impr. ? Sq. Ft. 4 0 Install ? Zr400 Avvrorols Faes Assessment Permit - Woter 8 Sew. Surcherge 22.50 Palice Plan Reviewl31 . SO Fire SAC Eny. waterCOnn 9/10 /85 Plonner WaterMeter Councii RoadUnit 126.00 Bldg. Off. 9 1 1 85 Tr. PI. APC perks Var. Date . Copies Sipnoturc of Permittee Total 5540 _ 50 A Building Permit is issued to: A& M BL G SUPPLY on the express wndition thot all work sholl be done in accordance with all o b?a Stofe f Minne t9 Statutes ard City of Eagon Ordinances. Buiidirp Offlcial ?? STRUCTURE ERECTED SEFORE PERMIT APPLIED FGR. ? CITY OF"?EAGAN NO 17408 t?/Y1/Yy?? 2830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 i" ? PHONE:454=8100 ?j ? BUILDING PERMIT Receipt # l?z.? \ I'N J6? To be used tor STORAGE Est. Vaiue $15, 000 Date DECEMBER 26 19 89 Site Address 3045 SIBLEY MEMORIAL HWY Lot 01 Block 26 SeGSub. SECT. 9 Parcel No. _ w IName UNITED FIVE STAR CAPITAL CORP o Address SAME City Phone 454-4300 Name LULL CORP (DENNIS CEFAFSKY) Address SAME Phone 454-4300 Name _ Address City _ Phone I hereby acknowlege tha[ I have read Ihis application and siate Ihat the information is correct and agree to compty with all applicable State ol Minnesota S[atutes and Cify f Eagan Ord?ina,nces. ? Signature of Permitee X"OA Building Permit is issued !o: LULL CORP on the express condition thal all work shall be done in accordance with all applicable Stata of Minne¢¢ ?a Statute5 antl Cily,Vo Eagan Ordinances. ?LfJ-'?-?'?- BuildingOfficial - ? OcCUpanCy Zoning (ACtuap Const (Allowable) k of $tones length Depth S.F. 7otal S.F. Foalprints On Site Sewage On sile well MWCC Sys[em Ciry Water PRV Required Boaster Pump APPROVALS Planner Council Bldg. Oft Variance OFFICE USE ONLY FEFS Bldg. Permit Surcharge Plan Review SAQ City SAC,MCWCC Water Conn Waler Meler Aca. Deposit S/W Permi[ S/W SurCharge Treatmenl PI Road Unit Park Detl. Copies TOTAL $162.00 7.50 81.00 $25Q•$? ? -qq cIrr oF EaGe,N 3795 Pilw Knob Road- Eagan; MN 55122 N2 4331 PHONgr 1548100 BUILDING PERMIT APPLICATION Receipt # $Z79ppp. 7o be u.ea for warehouae Addn oare 14aY 25, 79» Site Address 3045 Hwy. 13 Erect [31? Occupancy I' 2 Loi Block sec/Sub.10 00900 010 26 Alter ? Zoning I i . Parcel # Repair ? Fire Zone _ E l e of Const T orge ? n . yp z Name Lull Enpineering Move ? # Stories Z Address 3045 HWy, 13 Demolish ? Front 60 tt. ? 454-4300 F8gan Grade ? Depth 30 ft. Cit Phone p Name ?? Address Assessment - ~ Ci Phone Warer & Sew. Police r? Fw Name Fire ?? Address Eng. aw Cit Phone Planner Council 5/3/77 I hereby acknowledge thot I have reod this opplication ond state thot gldg. Off. ihe informotion is correcf and ogree to comply with all applicable State of Minnesoto $totutes and City of Eagon Ordinances. $?e APProvals Feea APC Signature of Permittee A Building Permit is issu all work shall be done iy Permit 83.00 _ Surcherge 13.50 Plan check. 41,50 SAC Water Conn. Woter Meter Total to: Lull Engineering on the express condition fhot :mrdance witfy all apDlicable;Statept Minnesota Statutes and City of Eagan Ordirwnces. Building Official '?-^ cirr oF Encpt4 N° 6898 i ? 9795 Pilef Kno6 Road• Eegan, MN S5121 PMOHFs 454-8100 71 BUILDING PERMIT , -? Rece+pt # Slte Address Jvy? iu6111fflny .i.) Lor 1 ei«k 26 5ec/sub. Section 9 p,rcel # 10 00900 010 26 a Nome uuii aua6uaccau15 w• ? Addrcu 3045 H3¢hwa.v 13 r:.. Eagan 55122 a,-_ 454-4300 p Nome _ ? su Address t- .-?... Nome _ Address I hereby acknowledge tMt I hove read this application and state ihat the information Is wrrect ard agree fo comply with all opplicable State of Minnewta Stotutes and City of Eagon Ordirwnces. Sipnoturc of Permittee A Buildirg Permit Is issued to: _ oll work shall be done in occordonee Buildinp Official Erect ? Occuponcy 13-4 Alter ? Zoning I-1 Repa(r Q Fire Zone Enlaroe ? Type of Gonst. Vn Move ? # Stories 1 Oemolish p Length ioo Gmde ? Depth36-Sq. Ft.- Approvals Feas Asussment Permit 140.50 Woter 8 Sew. Police $urcMrge 10-M Plon check 70.25 Fire SAC NA Erp. Water Conn, NA, Planner Council Woter Meter NA Road Unit 3$Q.? Bldg Off . . APC 7oral $600.75 _ on the expreu conditlon that ond Ciry of Eapon Ordinonces. 'CZTY OF FAGAN Include 2 sets of plans, 1 site plan w/elevations & BUILDING i'EISITT APPLICATION 1 set of eneryy calculations. Zb Be Used For ? valuation Date 9-??`.?? Site Pddress pFFICE USE ONLY Lot ? Bloclc Z(P Sec./Sub. ttect Paroel U O(D ? C9C) O(O 2 ?p Alter Zoning Owner. Repair Fire Zone ? Ehl.arcje _ 7ype of Const. Address: Pbve # Stories Danolish Fmnt O ft. City/Zip Code: Grade Depth ? ft. ? Pnone #: qrq - qzoo APPRC7VALS FEES Contractor: Assessrnms rarm; r 141) _ Pr3dress: City/Zip Code: Phone #: Arch./F7ig. Address: City/Zip Code; Phone #: f9ater/Sewer Fblice Fire Eh4• - Planner Council Bldg. Off. APC Surcharge Plan Check SAC Water Conn. Water Meter Road Unit TOrAL EAGAN TOWNSHIP ?D BUILDING PERMIT "'k 'Q ? ............ ..------------ ........... ...-- - '- --' .............. - --? Ownex ? Address (Preseat) .....I3.................. ......... Builder ---........?--- .... „"??, . ... ............... Add:ess ......:..---°° .....................°-------------.---------------------------- N° 2937 Eagan Township Town Hall Dale /..... /? . '>-9 52ories To Be Used For Fxonf Depih Heigh! Esl. Cost i Pezmi! Fee Aemasks 2- e - o- I r :6 ?7 9 a . ,, , This pe:mii does not auihorize !he use of ttreels, roads, alleys or sidewalks nor does t3 give !he owner ox his agea! !he zigh! !o ereale aap sifuation whieh ia a nuisanae oz whteh preseals a hazard !o !he heallh, safetp, eoaveaieace aed geaeral welfare to apyone in !he communily. THIS PERMIT MUST BE ?icyEPT ON TIE PREMISE WHILE THE WOR& IS IN PROGRESS. , _"-... ... This is !o cerlifp, tha2---..?l.R....--`e.. :..?-- ..... ? ..................... has permisaion !o ereet a........ ............ .--??? ............. .-------- -upon !he above deseribed premise subjee! !o !he provisiona of !he Building Ordinanea fos Eagan Township adoplad April 11, 1855. 7.? ....................(1...."'. 7a-''^?Per ..... .-.----.?..?...----?-....0?^?....._...: ? ? EnslaSng IaaOec:u: S 15/ ? ITY OF EAGAN ? U BUILDING PERMIT APPLICATION 3L1 Op roo ? 7b Be Used For Office ?diry?lOlkValuation ??-.--^-^^ ? Site Address: 3045 Hwy 13 OFFICE USE ONLY Lot &*oBlockab= Sec./Sub. $SP-C. Erect ?-_Occi.ipancy X3az Parcel #: AO"Ift lD 004O0 o(a a(o Owner: Lull Engineering Co., Inc. Address: 3045 Hwy 13 City/Zip Code: Eagan, MN 55121 Phone #: (612) 454-4300 Contractor: our own CMP ? ellof?c?? Address: 3045 Hwy 13 City/Zip Code: Phone #: (612) 1 Eagan, MN 55121 454-4300 Arch /Eng _ Same Address: „ Include 2 sets of plans, 1 site plan w/elevations & 1 set of energy calculations. Date 6/27 Alter Zoning 4 1 Repair Fire Zone A/,Q Enlarge ? Type of Const. ' Move # Stories Denplish Front /110 ft. Grade Depth dy ft. APPFtOUALS FEFS Assessmen s v ?? ° ? t Water/Sewe Surcharge " o 6) Police Plan Check ;' ? Fire SAC / (,? Eng. Water Conn. Planner Water Meter 1 ? COUncil ..= ? Road Unit B1dg. Off. APC City/Zip Code: ir Phone #: y 3o O TOTAL-,/' ? 0 i - 92?v ?. . • cirr oF EacaN N° 8568 . 3795 Pibt Knob Rood Eagen, MN S5122 . ? PHONE: 454-8100 BUILDING PERMIT ReceiDt # Te bs v.ad fer OFFICE ADDITION Est.vatue$200,000.00 Dnre October 11 1 q 83 Site Address 3045 HiQhwav 13 Erecr gg Occupancy B-z Lot 010 Block26 $eo/Sub. S ectiori 9 Alter ? Zoning L-1 p i # 10-00900-010-26 Repolr p Fire Zone NA orm Enlarge ][$ Type of Consr. rc Name Lull EnQineerinR Co., Inc. Move ? # Scories ? 3045 Hi hwa 13 Addreu g 3' Demoiish ? 100 Length_ ? C; Eagan 55121 vnor,a 454-4300 Grode ? Depth 64 Sq. Ft.- rc Owner (MR _ NORD) Apvrovals Fees p Name _ ? ?? Addresi ri.., Nnme _ Address I hereby ocknowledge that I have read this apDlication ond stote that the informotion is wrreci ond ogree to comply with oll opplicable Stote of Minnesota $totutes qqd City, of Eogqq Ordirwrices. Assessmenf Water & Sew. Police Hre Enp. Plonner Council _5-16-83 Bldg. O(f. APC Permit uo.,a.vv Surcharge I00. 00 Plon check 341.50 SAC NA Water Conn. p?_ N Water Meter Rood Unit 315.00 Torol $1,439.50 Slpnoture of Permittea c li' ng I . u in erim o. , Inc. A Bullding Permit Is issue to: on fhe express wndifion Ihm all work sholl be done in accordonce with aIl opv ? 1e Stat ?pnesotoStatutes and City of Eogan Ordinances. 8uildinp Officiul LdZ ?e `7'?° CITY OF EAGAN N° 1517 5 3830 Pilot Knob Road, P.O. Box 21-189, Eagan, MN 55121 BUILDING PERMIT ? PHONi?: 454-8100 Receipt ? y ce O ? # To be used for ADDITION Est. Value $30, 000 Date SUNE 13 1988 Site Address 3045 SIBLEY MEMORIAL HWY I OFFICE USE ONLY Lot 1 Block 26 Sec/Sub SECTION 9 . OnSiteSewage _ Occupancy Parcel No 10-00900-010-26 MWCC System _ Zoning . On Site Well _ (Actuap Const a Name LULL CORPORATION Cirywater _ (Allowable) z W Address 3045 SIBLEY MEMORIAL HWY PRVRequired #otStories -- 3 ° City EAGAN phone 454-4300 Booster Pum p Len th - 9 o NameGRESSER, INC I ?a Address 1771 YANKEE DOODLE RD : City EAGAN phone 454-5976 • ¢ w W Name ? i z. Address aw City Phone I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statu[es antl City Eagan Ordinances. L-' Signature of Permittee ?_?__M ? A Building Permit is issuetl to:_ DENNIS M. CE?AFS '_. _ on the express condition that all work shall be done in accordance with all aDPlicable State of Minneso[a StaWtes antl City ot Eagan Ortlinances. BuilAing OHicial-n,Qi"?_-fy\t'- Depth S.F. Total Footprint S.F. H-2 I-1 V-N V-N 50' 32' 1600 1600 APPROVALS FEES Engr./AsSess. Permit _ 256.00 Planner Surcharge 15.00 Council Plan Review 12$.00 Bltlg. Off. _ SAq City Variance _ SAC. MWCC _ WaterConn. _ Water Meter Road Unit Treatment P1 _ Parks 3W. 00 TOTAL _ CITY OF GAN 3830 Pilot Knob Road, P.O. i3ox .,1 •199, Eagan, MN 55121 ?p 12 5 3 3 - PHONE: 454-8100 G BUILDING PERMIT Receipt#- 7obeuaedfor WHSE ADDITI02tst.Value $222,000 Date AUGUST 28 ?y 86 Sitenddress 3045 SIBLEY MEM HWY Erect ? Occu anc BZ Lot 1 eiock 26 secisub. SECT 9 Parcel No. LULL ENGR Address Ciry phone 454-4300 Remodel ? P Y Zoning Repair ? Type of Const. VR Addition UX No. Stories Mave ? Length 184 Demolish ? Dapth 100 Int.lmpr. ? Sq. Ft 1$ ,900 Install ? o Name ANDERSON-KNUTSON APPfOVi $Q nddress 4640 W 77TH ST Assessment_ " Ciry MPLS phone $35-5000 Water&Sew. F W Name WAYNE C LARSON ENGR Address 2129 SECOND ST aw CiryW•B- phone 429-8363 Police Fire Planner Iherebyacknowledgethatlhavereadihisapplicationandstatethatthe gldg. information is correct and agree to omply with all app11GabW te of Minnesota Statutes d C,ity of gan Ordina?e APi ? Var Signature of Permi A Buildin9 Permit is issued to: LULL'ENGINEERING all work shall be done in acco dance with all applicab?.l,e /S?tate of Minne?ta S' 1 Building Official Permit Surcharge _ Plan Review SAC Water Conn. Water Meter Road Unit Tr. PI. Parks Date I Copie Total ?1,218.00 on the express condition that des and Ciry of Eagan Ordinances. 3 a Y4 ? K 40 8 95L 3 ? /? R uest ate C ire No. RougO-in InsOedion Requiretl? L ?eatly Now `?l Will Notiy Inspector When ReatlY? / J J ? Yes o IXicensed contractor !] owner hereby request inspection of above electrical work ak . Job AOtlress (Streel Box or qaule No.) 3or-fs 14r6-rtwAY 13 Cky e.'f 6'-'4? Section No. Township Name or No. R3ige No. Counry D ',d<KoZ'ff Occupanl(PRINT) L„U UL._(_'(j D u s i rU 4f_ S Phona No. qS`f - `f3n O Gower Supplier Adtlress Electtical Convactor (Company Name) ! L?T? ?11L c c?tC C. ?- IU C. Contracror9 License No. O?E Mailing Atltlress IConvacior or pwner Making Installation) l q,5'3 St`E AulM1O if ?nalure ICOnV r M in Insta??at?on? f? ? ? P ne Nv er 5;z-88?? MINNESOTp STATE BORRD OF ELECTNICRY ? THIS INSPECTION REQUEST WILL NOT Grigge-MiGwey BWg. - Room 5-173 BE ACCEPTED BY THE STATE BOARD 182i University Ave., SL Peul. MN 55104 UNLESS PROPER INSPECTION FEE IS Mone (612) 802-0800 ENCLOSED. . ?0, REQUEST FOR ELECTRICAL INSPECTION ee.nnoooo 0 ee inslmqi s Ior comp1,0ing tni5iorm on back of yellow copy Q R?b1 ./.?/??' 6 ? K 3 4 0 2 8 ,yy?ge/ow Work Covered by This Requesf ?`• ?? ew Add Rep. Ty o Buii ng AppliancesWired EquipmenlWired Home Range Temporary Service Duplez Water Heater Electric Heating Apt Building Dryer Olher-(Specity) Comm.Rndustrial Furnace Farm Air Conditioner Olher (ryecily) Confreclor's Pemarks: S?? E?-?CTrttG? ?l-xeS' V' iy S l Z-? Compute lnspection Fee Below: A' Ocher Fee a Service EntranceSize Fee # Cimuits/Faetlers Fee Swimminq Pool 0 to 200 Amps 0 0 to IDO Amps a, Translormers Above 200 _ Amps Above 100 _ Amps 14/, Op Signs inspena§ use oniy: TOTAL Irrigation Booms 9Y- Sp Speciallnspection AlarmiCommunication THIS INSTALLATION MAY ERED DISCONNECTED IF NOT Other Fee „S 0 COMPLETED WRHIN 18 MONTHS. 1, the Electrical Inspector, hereby RoWn-m ? oaie certity that the above inspection has been made. F;nai oare ? OFfICE USE ONIV Tpis request voitl 18 manNS fmm 0? 95 758 ReQUest Date Fire o. fio gh-In Inspection Requiretl (VOU must call Inspeclor whe reatly) Inspection Other Th an qou h-In ? qeatly Now III Notify Inspecroi 4 ?/ ? Ves No Date Raetl I icensed contractor ? owner hereby request inspection of above electrical work at JoG Atltlress ISlreet. Box or Fwte No.) 3 City ? .? Section No. Township Name No. Range No. Coun ty y // Y ?? - Ocwpant?PRINT) ? 71 vo-e- s Phone No. YSY- 4-," 3 PawerSuppfer AGtlress Electncal Conlr tor (Compeny Name) -c,?-..ei Conttacror's License No. Malling AtlEress (COnVaclor or Owner ing Installelion) , c 5? C„-e't?-. 1 - 5 7-A17 Authorized SignaWre C Nracror/Omner kin/g Installationj Phone Number /• ,'Y- /r f 'F e? , , MINNESOTA STATE BOARD (SF ELECTFICITY i THIS INSPECTION REOUEST WILL NOT Gtlgga-Mltlway BICg. - floom 5428 I I? ,, II I I II II II I?. I III I I. II BE ACCEPTEO BV THE STATE BOAFD 1821 Unlvereity Ave., SL Paul, MN 55109 ? UNLESS PROPEF INSPECTION FEE IS Phone (612) 692-0900 ? ENCLOSEO. (j /p3--??? REQUEST FOR ELECTRICAL INSPECTION ??s 10- See insVUClions br completing Ihls lorm on back of yellow copy. "X" Below Work L'`overed by This Request 01_: Ne Add Rep. Type of Building Appliances Wired Equipment Wired Home Range Temporary Service Duplex Water Heater Electric Heating Apt. Building Dryer Load Management Comm./Industrial Furnace Other (S ecify) Farm Air Contlitioner Olher (spacly) ContractoPS Remerks: ?/? GL 3 6( 4.?. 1(?' i i'? ?ci!- /?C? G...c Compute /nspection Fee Below: S'z C/pd h, ; c?..T -60,f-, J-? y° # Other Fee # Service Entrance Size Fee # Circuits/ eeders ee Swimming Pool 0 to 200 Amps ?d 7 0 to 100 Am s 5-2 Transformers Above200 Amps !U Above,7D0_Amps $I f15 Inspeqor's Use Only: TOTAL Irrigation Booms ? ,.w Special Ins ection - AIarMCommunication TNIS INSTALLATION MAY BE ORD ISCONNECTED IF NOT Other Fee COMPLETED WITHIN 18 MONT S. 1, ihe Elactrical Inspector, hereby Rouqroin l certiry that ihe above inspection has been made. Finai oa? OFFICE USE ONLY This request voitl 18 monihs irom ' 1/( V3_? REOUEST FOR ELECTRICAL INSPECTION ? See insWCtlons For completing this lorm on beck oF yellaw capy ?; ? ee-ooaoi-/o?s yi9O 2r /d0/fs . "X" Below ? -nvered by This Request _ ??;„. p Nei Add Rep. Type of Building .-ceS'PVired Equipment Wired Home Range Temporary Service Duplex Water Heater Electric Heatin Apt. Building Dryer Load Management Comm./Industrial Furnace Other (Specify) Farm Air Conditioner D1her (specify) Coniractor's Remarks: ?/t q3'?H (ve> S? G J ht,q Compute Inspection Fee 8elow: v? # Other Fee !F Service Entrance Size Fee N Circuits/Feeders Fee Swimmin Pool 0 to 200 Amps 5- 0 to 700 Amps Transformers Above 200-Amps /V Ahove 100 _Amps Si ns Inspemars Vse only: TOjj1 L Irrigation Booms ci?2 •d , ./ r 7GJ.0 5 ecial Ins ection Alarm/Communication THIS INSTALLATION MAY BE ORDE DISCONNECTED IF NOT Other Fee COMPLETED WITHIN 18 MONTHS. I, the Electrical Inspeclor, hereby th b i h Aoughin . ' Dale a r? f ove e a nspection as been made F;nei ? oate OFFICE USE ONLY This request voitl 18 monlhs fmm M - 764 ? 0?09. Peques Dete G? c` Fire N. Ro gnin Inspection Required (1'ou rt,_iti3L?sNJ?ia?sbcwhen reatly) Inspection Other ThaiQ Ro ghdn D Ready Now EVill Notily Inspectoi ? Z ? Yes ? No Date Rafltl I licensed contractor ?owner hereby request inspection of above electrical work at: Job Adtlress (Slreet. Box or Route No.) City 30 -r.r ? ? Sectlon No. Townshlp Name No. Range No. Coun Occupant (PRMT) ? , Phone No. w J Power Supplier Atltlress ElecMCal C Vacror ( mpeny Name) ? .?7 G ??c ConVactor's Licensa No. S 7 Mailing Atltlress (COniractor or Owner Maki stallation) Ec T s'7-?'a? 'Z? Amhorizetl Signature mclodOwner Makitallalion) Phone Number . / MINNESOTA STATE BOARD OF ELECTRICITY THIS INSPECTION REOUEST WILL NOT Grigga-Mitlway Bidg. - Room 5.128 1111111111111111111111 111111111111111111111111 BE ACCEPTED BY THE STATE 80ARD 1821 Unlverclty Ave., SL Paul, MN 5510G UNLE55 PPOPER INSPECTION fEE IS Phone (612) 842-0800 U ENCLOSED. r ?ULL 44NGINEERING SITE ADDRESS 3045 SIBLEY MEMORIAL HWY Unit # Permit # L 1 B 26 Sect./Sub. SECTION 9 INSPECTION INSPECTOR DATE COMMENTS ?r IeX • ? _ INSPECTION INSPECTOR OATE COMMENTS I w Mike Magulre Mnroq Paul Bakken Peggy Carlson Cyndee Fields Meg Tlllay COUNCIL MEMBERS Thomes Hedges CM ADMINISTRATOR MUNICIPAL CENTER 3630 Pilot Knob Road Eagan, MN 55122-1810 651.675.5000 phone 651.675.5012fex 651.454.8535 TDD MAINTENANCE FACILfTY 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360fex 651.454.8535 TDD www.cityofeagan.com THE LONE OAK TNEE The sym6ol of strength and growth in our community. Apri125,2008 Sowles Properties Lp Attn: Laurence Sowles 3045 Hwy 13 Eagan MN 55121-1602 RE: 3045 Highway 13-Eagan, MN Dear Mr. Sowles: The City of Eagan has a zoning ordinance that regulates land use within the city. One of the responsibilities of the Community Development Deparhnent is to ensure compliance with these regulations. As a propefty owner, you are receiving this letter to noUfy you of City Code requirements and conditions on your property that require correction. I observed the following conditions on your property during a recent compliance inspection of your Interim Use Permit: On March 6 2007, you were granted au Interim Use Permit allowing outdoor storage on various locations of the property. One of the conditions of the permit was subjecting the permit to annual review to ensure compliance with the conditions. I conducted an inspection of the property and observed refuse containers being stored outside. This is in violation of condition eight of the IU permit, requiring that all refuse containers be stored inside the buildings or inside an approved enclosure. I also observed various items stored off the asphalt in the northwestern edge of the south paved lot. This area is identified as area #6 on the euclosed site map. Since this area was originally paved, no storage may exist off the hard surface. Area #6 is also identified to have been striped with drive aisles to maintain proper spacing for emergency vehicle access. I observed that the striping had not been established. Section Sec. 11.50 NP Violation In a letter dated January 25 2007, that you submitted as part of the application process for the Interim Use Permit, you stated tLat you had as many as 25 renters occupying this property. On my recent inspection, I observed that one of these tenants is a school, offering vocational training for truck driving, with a second being a painting contractor right next door. It appears based on the observation that separations of the buildings for mixed and multiple uses may have occurred, without the involvement of the Protective Inspections Department You must contact Mike Lence, Senior Building Inspector, and arrange a site inspection of the property to assess what, if auy, conditions exist that require correction. Mike's direct number is (651)675-5676. Section Building Code Violation .- Please take the conective actions necessary to bring the above violations into compliance, within ten days from the date of this letter. We appreciate your cooperation in complying with this request. I will be conducting a follow-up inspection. Please feel free to contact me at (651)675-5678 with questions regarding this matter or our City Code. Please provide the following case number, with all correspondence. Your case number is, 08-003612. Sincerely, ? JeffMunsterteiger Code Enforcement Technician Enclosure: Supporting Documentation CC: Dale Schoeppner-Chief Building Official-City of Eagan Mike Ridley-City Planner-City of Eagan Mike Lence-Senior Building Inspector-City of Eagan , ? Sowles Co. ^. .. 3045 Highway 13 Ste. 100 Eagan, MN 55121-1602 ? Sowlis .. . _ , _: ?i 651-287-9700 657-287-9710(FAX) www.sowles.com ` lUN ri 2 2005 I . i Billings ?-' 406-248-4361 406-248-8330(FAX) JUSIE 1, 2005 `;.,r Spokane 509-922-9121 509-921-5984 (FAX) City of Eagan aortiand 503-615-2945 3830 Pilot Knob Road 503-675-0694 (FAX) Eagan, MN 55122 GO Inspections Department Atm: Mr. Craig Novacyk Ph: 651.675.5683 Fax: 651.675.5694 ItE: 3045 Highway I3 \ Sowles Properties - Subject: Crane Tower Footing-Inspection SPECIAL INSYECTION REPORT All specifications for this footing work have been satisfied. Concrete: Conerete cylinder breaks confirmed the conerete strength exceeds the specified concrete strength. Footing depth and size: Footing dimensions were inspected and satisfy the detailed dimensions. Subgrade: Subgrade was on undisturbed soil. :Zeinforcernen:: .°.eba: materia'. st:ength sat:sfies the specified s:rcngYh. Reinforcement placement: Rebar placement was inspected and placed in appropriate locations as detailed. 1'his report was prepared by me, and I am a duly Licensed Professional Engineer under the laws of the State o1' Minnesota. Gary R. Lewerer Date: June 1, 2005 License No.: 13952 Sow1esshoplcfle060105 EQUAL OPPORTUNITY EMPLOYER R Ucj- aL 2004 COMMERCIAL BUILDING PERMIT APPLICATION Se 6? City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 GL+.-7 0Telephone # 651-675-5675 FAX # 651-675-5694 • Structurel Plans (2) sets . Architectural Plans (2) seLs • Civil Plans (2) • Struclural Plans (2) • • Certificate of Survey (1) . Civil Plans (2) • CodeAnalysis (i)'• . LandscapingPlans (2) • . PrqectSpers (1) • CodeAnalysis (1) " • . Spec. Insp. & Testing Schedule " • Certificate of Survey (1) • Soils Report (1) . Spec. Insp. & Testing Schedule (1) " • Meter size must be established • Meter size must be established 1 • PrqectSpecs (1) d • EnergyCalculaUons (1) 1 • Electric Power 8 Lighting Form (1) " 1 • Master Exit Plan (1) l . Emergency Response Site Plan (1) L . SoilsReport (1) • SAC deferminafinn -rall R51-fi027 000 . RGC dalartninofinn _ rall RS'I_F09_1000 E 1 d 1 j 1 call 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regazding food & beverage or lodging facilities. ** Contac[ Building Inspections for sample and if required when it states "not always". •'" Pertnit for new building or addition will not be processed without Emergency Response Site Plan. ? Date /2?y / 09 Site Address 3 D'? S f?? y? wa? I 3 Tenant Name So Rt'o?t e- f F o! Construction Cos[ UnidSte # ormer Tenant Name Description ot Work Twt ? (f rcw e ?ovrt C/a Property Owner lC )" Prv Pe ?' T e?-- Telephone #(6,$7 ) a? 7 -C/ 7?s Contractor SO ?? ( G S Cp r Address 30 4'5- 1??? ?7 w?? !.?J State fW4 r Zip City Za Telep6one # ((SI ) Arch/Engr L7-(ti f' nadress 34 Y S ?? A ?.- /-3 State - - -?it y ^-'7 /W Zip Registration # City Telephone # (6Sl) T l6 Licensed plumber installing new sewer/water service: Phone #: ( I hereby apply for a Commercial Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a pernut; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. DA,tl / 6& SowG 6 S ApplicanYs Printed Name ApplicanYs Signature c C&-Wl c -8' -~f S Architectural Pians (2) sets CodeAnalysis (1) " ProjectSpecs (1) KeyPlan (1) Master Exit Plan (1) Energy Calcula6ons (1) not always" Elec. Power & Lighting Form (1) not always" Meter size must be established-if applicabla r 11i OFFICE USE ONLY , Sub Types ? ? 01 Foundation ? 26 Pubiic Facility ? 30 Accessory Building ? 14 Apartments /'84, 27 Commercial/Industrial ? 32 Ext Alt-Apartments ? 15 Lodging ? 28 Greenhouse ? 34 Ext Alt-Commercial ? 25 Miscellaneous C 29 Antennae ? 35 Ext Alt-Public Faci]ity ?N? 0, ?-? . ? 37 Nail Salon Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (B(dg)` ? 43 Reroof ? 46 Windows/Doors ? 34 ReplaCement •Demolition (Entire Bldg only) - Give PCA handout to applicant S"e 0? O;tL g Valuation I Occupancy MCES System Census Code Zoning City water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length Fire Sprinklered Type of Const Width ReqWred Inspections . V Footings (KevrbtM InsulaHon Footings (deck) FinaVC.O. _ Footings (addition) ? FinaVNo C.O. ' Foundation Other 5rrG'f-1A"L- INsdp A-60 A Drain Tile _ RooF Ice Pr _ Decking _ Insul _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final _ Framing _ Siding _ Stucco _ Stone _ Fueplace _ R.I. _ Air Test _ Final _ Windows Approved By: Planning Base Fee ? (c -] - 2 S Surcharge LI. S? Plan Review MCES SAC City SAC Water Supply & Storage (WAC) S/W Permit SNV Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Water Trunk Sewer Trunk Other Total 1'11. ? 5 Building Inspector . • . 20' S£1'€`4 C.LG Nw cae. a r?w?/? or Hvn/a ?oan? uxE ar' Mq+/4 a wxi/. SE[. 9. r , rt.xz L?l a ucc. r.x>. a.sp 89'4612° E 1197.00'-- ?- 206.28 -, - 128.e1 -'- N 89'46"12" E 741.04 ' ? ,o'.f5 b°v" S`? ? / *?i. •nc ?H u Q r? pp! o? 0? 4 ? 4 w /? P w:5?. ) cC 9KK5 4 A-) o ? N ?. ? g ~ ` Y(f , . ? ? y v cr n 4? N ! 0 ? : F d w 1 ? _ ? N # N / ? n Q 1 O ? $ o iJ ' n ? R.SJ ? i l > ? ._ ..:..... -._ _'_ ,'_.. - ... ...?_ .. ' MEnDOW V.I '--S 89'S5'S9" W 587.2T- . swm u+rt a r.m/? a xmi. uc. v. T. n. e.xx c r' n r? n n i I? in inl n l_l? V I-?i v- i?l li vvV.? I I\In?. ? nl \I?\ SOWLES Af? 1?r\? ??? ^\ ' .. IT- ' / Y?Bq\ `>•?' ? 4µY O •? ? 1 n . ' ? ? ? , I •[C 5, , a J / ? F • C ` ? ? !. ? I II' M Vm ? um I II I JUN U 3 2004 ? I TOWER CRANE LOCATION JUN. 1.2005 9:15RM SOWLESiNWTC 651-287-9710 N0.995 P.1/1 SOWI.ES .118]'M J1ll10 1, 200$ City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 C/O Inspections Department Attn: Mr. Craig Novacyk Ph: 651.675.5683 Fax: 651.675.5694 RE: 3045 Highway 13 Sowles Properties Subject: Crane Tower Footing-Inspection SPECTA.L INSPECTION REPORT All specifications for tYus footing work have been satisfied. Sowles C0. 3045 MghwaY 73 Ste. 100 Eagan, MN 56121-1802 esi-zs74M 651-287-9710 (FAX) vrnw.sowlea.com Billlnps 406-248-4361 406-248-8330 (FAX) Spokane 509-922-9121 509-921-5884 (FA)Q Portland 503-615-2945 508-815A894 (FAX) Concrete: Concrete cylinder breaks coufirmed the concrete strength exceeds the specified concrete sh'engtU. Footing depth and size: Footiag dimensions were inspected and satisfy the detailed dimensions. Subgrade: Subgrade was on undisturbed soil. Reinforcement: Rebar material strength satisfies the specified strength• Reinforcement placement: Rebar placement was inspected and placed in appropriate locations as detailed. This report was prepared by me, sud I am a duly Licensed Professional Bngineer under the laws of the State of Minnesota. -Gary R. Lewerer Date: June 1, 2005 License No.: 13952 Sow1esshopto8g060105 EQUAL OPPORTUNITY EMPLOYER TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: MAY 25, 2004 RE: PLAN REVIEW FOR SOWLES PROPERTIES 3045 HIGHWAY 13 (TOWER CRANE FOUNDATION) The plans aze in our plan review section for your review and comment. FILE A Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concems with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No ? Yes ? No ? Yes ? No ? Yes 0 No ? Yes ? No ? Yes ? No landscape security required water quality dedication park dedication trail dedication tree dedication PRV Required Signature Date ZONING? METER SIZE CD/FORMSBLDG INSP/PLAN REV IHW CRAIG N REV ISED 9- 02 TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, F[RE MARSHAL ERIC MACBETH, WATERRESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: MAY 25, 2004 RE: PLAN REVIEW FOR SOWLES PROPERTIES 3045 HIGHWAY 13 (TOWER CRANE FOUNDATION) The plans are in our plan review section for your review and comment. FILE A Please return this form to mv attention with your signed comments and the date of review within seven days. 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. Comments: Indicate any fees that are to 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 JJ? No tree dedication ? Yes „0 No PRV Required ZONING??I METER SIZE Date'c? CD/FORMSBLDG INSP/PLAN REVIE W CRAIG N REV ISED 9- 02 TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER 70HN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SEIVIOR INSPECTOR DATE: MAY 25, 2004 RE: PLAN REVIEW FOR SOWLES PROPERTIES 3045 HIGHWAY 13 (TOWER CRANE FOUNDATION) The plans are in our plan review section for your review and comment. Please return this form to mv attention with your signed comments and the date of review within seven days. If you 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. Comments: O IZ ` ?no„nQa+ ih? C?i+ 56??10? cl5/' /-? 0u151,4 ?y ??u6/ic esr5aflld,+f5 or ? . . Indicate any fees that are to 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 PRV Required gnature FILE A ZONING?_ METER SIZE 5 - 27-v`/ Date CD/FOIiMS/DL?G INSP/PLAN REVIEW CRAIG N REVISED 9- 02 TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS Mq TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN -44t91Yfr CRAIG NOVACZYK, SENIOR INSPECTOR DATE: D4AY 25, 2004 RE: PLAN REVIEW FOR SOWLES PROPERTIES 3045 HIGHWAY 13 (TOWER CRANE FOUNDATION) The plans are in our plan review section for your review and comment. FILE A Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concems with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes No park dedication ? Yes No trail dedication ? Yes No k tree dedication ? Yes No PRV Required Signature ZONING? METER SIZE cn ?1* -V4- Date sla &l° CD/FORMS/BLDG INSP/PLAN REVIEW CRAIG N RE.VISED 9- 02 TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIItE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, C1TY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SEDilOR INSPECTOR DATE: MAY 25, 2004 RE: PLAN REVIEW FOR SOWLES PROPERTIES 3045 HIGHWAY 13 (TOWER CRANE FOUNDATION) The plans aze in our plan review section for your review and comment. FILE A Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concems with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that aze to 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 ? Y ? No tree dedication ? o PRV Required ignature ZONING?_ METER SIZE Date l CD/FORMS/BLDG INSP/PLAN REV IEW CRAIG N REV ISEU 9- 02 TO: TOM STRIJVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEllER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: MAY 25, 2004 RE: PLAN REVIEW FOR SOWLES PROPERTIES 3045 HIGHWAY 13 (TOWER CRANE FOiT1VDATI0N) The plans are in our plan review section for your review and comment. Please return this form to mv attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: 1\)/ A Indicate any fees that are to be colJected 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 PRV Required i ature ffORMS/BLDG IIQSP/PIAN REVIGW CRAIGN FILE A ZONING? METER SIZE ?l 0?-5'.?P1PJ?l Date REV ISCD 9- 02 W TO: TOM STRIJVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSFIAI, ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER dOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE IiIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: MAY 25, 2004 RE: PLAN REVIEW FOR SOWLES PROPERTIES 3045 HIGHWAY 13 (TOWER CRANE FOUNDATION) The plans are in our plan review section for your review and comment. FILE A Please return this form to mv attention with your signed comments and the date of review within seven days. 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 are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes ? No landscape security required ? Yes ? No water quality dedication ? Yes ? No pazk dedication ? Yes ? No trail dedication ? Yes -Fd- No tree dedication ? Yes N PRV Required Signatiire ? i CD/FORMS L G RJSP/PLAN REVICW CRAIGN ZONING? METER SIZE Date REVISED 9- 02 TO: TOM STRiIVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITIVER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHPIICIAN FROM: CRAIG NOVACZYK, SEIVIOR INSPECTOR DATE: MAY 25, 2004 RE: PLAN REVIEW FOR SOWLES PROPERTIES 3045 HIGHWAY 13 (TOWER CRANE FOUNDATI0N) The plans are in our plan review section for your review and comment. Please return this form to mv attention with your signed comments and the date of review within seven days. ff 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 are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ? Yes O/ No landscape security required ? Yes U'No water quality dedication ? Yes ? No park dedication ? Yes ? No trail dedication Signattue LFILE A ? Y,ej ? No tree dedication ? Ye,s ? No VR , Required / / ZONING? METER SIZE s/2? Date CD?ORMS/BLDG MSP/VLAN REVIEW CRAIGN REVLSND 9- 02 TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CffiEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNiCIAN FROM: CRAIG NO VACZYK, SENIOR INSPECTOR DATE: MAY 25, 2004 RE: PLAN REVIEW FOR SOWLES PROPERTIES 3045 HIGHWAY 13 (TOWER CRANE FOUNDATION) The plans are in our plan review section for your review and comment. FILE A Please return this form to mv attention with your signed comments and the date of review within seven days. 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. Comments: Indicate any fees that are to 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 PRV Required Signature ZONING? METER SIZE Date CD/FORMS/BLDG MSP/PLAN REVIEW CRAIG N REVISED 9-02 TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS APIALY5T SCOTT PETERSON, BUII,DING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: MAY 25, 2004 RE: PLAN REVIEW FOR SOWLES PROPERTIES 3045 HIGHWAY 13 (TOWER CRANE FOUNDATION) The plans ue in our plan review section for your review and comment. FILE A Please return this form to mv attention with your signed comments and the date of review within seven days. 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 are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building 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 PRV Required Signature ZONING?_ METER SIZE Date CD/FORMS/6LDG INSP/PLAN REVIEW CRAIG N REVISED 9- 02 /03(-7 FIRE SUPPRESSION SYSTEMS Permit Application City OfEagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5674 Requiremenu: 2 complete sets of drawings and specificatioas • cut sheets on materials and comoonents to be used Date // / 63 Site Address: Tenant / Building Name: The Applicant is: _ Owner ? Contractor _ Other PROPERTY OWNER Address: City: State: Zip: CONTRACTOR MN License No. <YO Address: .;Z;71 Ga. City: State: Zip: ??/o- Phone #: (;;/Z ESTIMATED COMPLETION DATE: / D 3 FIRE PERMIT TYPE: ? Sprinkler System (# of heads Fire Pump _ Standpipe Other: ?I WORK TYPE: New Addition Alterations Re ? el - - ?? NOV 2 4 2003 _ Other: Rv DESCRIPTION OF WORK: ? Commercial _ Residential _ Educational _ Other: PLEASE COMPLETE REVERSE SIDE PERMIT FEE: Contract Value $ 7?4a x.Ol% _$ ?? ? Permit Fee . If Permit Fee is $1,000 or less, add $.50 => $ --64zoz?- ? State Surcharge If Permit Fee is over $1,000, add $30 per $1,000 Permit Fee 3/4" Displacement Fire Meter - $156.00 $ `7d s7 TOTAL FEE: $50.50 Minimum Fee (includes State Surcharge) $ ? I hereby apply for a Fire Suppression System pernut and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a pemut, 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. ApplicanYs Printed Name Applicant's S' ature e±:?? gQ a7om 3 : Date DO NOT WRITE BELOW THIS LINE REQUIRED INSPECTIONS _ Hydrostatic _ Flow Alarm _ Drain Test ?gh I?1 ? 1'rip _ Pump Test _ Central Station ? Final Conditions of Issuance: Permit Approved b Date: -ZL U-) lock a(- a003 COMMERCIAL 5-e ,` C) y" -420111111ZBUILDING PERMIT APPLICATION CS '?? ?1 I CITY OF EAGAN 651-681-4675 Foundation Onl New Construction Interior Im rovement • StrucW21 Plans (2) sels • Architectural Plans (2) sets • Architectural Plans (2) sets • CivllPlans (2) . StrucWralPlans (2) • CodeAnalysis (1) • CerUflcate of Survey (1) • Civil Plans (2) • Projed Specs (1) • CodaAnalysis (1) •• • LandscapingPlans (2) • KeyPlan (1) • Project Specs (1) . Code Malysls (1) '• • Master Exit Plan (1) • Spec.lnsp.&Testing5chedule " . CertifipteofSurvey (1) • EnergyCalculaUOns (i) notalways" • Soils Report (1) • Spec. Insp. 8 Testlng Schedule (1) " • Elec. Power 8 Lighfing Form (1) not always" • Meter size must be established • Meter size must be esfablished • Metar size must be eshablished - if applicable • ProjectSpecs (1) 1 • EnergyCalculations (7) " 1 i • Electric Power& Lightlng Form (1) •' 1 1 • Master Exit Plan (1) 1 1 • Fire Protection Plan (t)" 1 1 • SoilsReport (1) 1 • MC/ES SAC detertninatlon letter • MC/ES SAC determinption letter • MC/ES SAC determination letter call 651-602-1000 ca11 6 5 7-6 02-1 000 ca11 6 51-6 02-1 000 ' ' " Contact Building Inspections for sample ' Food & bev rage or lodging facilities - submit plan to MN Department of Health. Call 651-215-0700 for details. DATE: ? D3 WORK TYPE: _ NEW ?Y REMODEI CONSTRUCTION C,OST: 7UjDm SITEADDRESS: ?50 S T /{Y /3 TENANT NAME: (?.3 lo SUITE #: '-"' FORMER TENANT NAME, IF APPLICABLE: CQM DESCRIPTION OF WORK -??? u44,? , 54-4?CT4C0114- ? D'1t-RC-• F/N.} 5NFS• PROPERTY OWNER CONTRACTOR ARCHITECT/ ENGINEER Name: sUWI.(?s egrD1Aw?z Phone#:? Last First Sheet City: State: Zip: Company: W; (i$ t4 (?iPBYIZI? G7 (G+J Phone #: ('41, ) 917 - 77<b Street Address: WD i i!YxFi K-dGl 16C CA?(,' LE City: ??-f3UYL?/(M? TLYJ State: 94 N Zip: S 5 Y-31 Company: Nazne: Sheet Address: Sbte: Licensed plumber insWlling new sewer/water service: N Phone #: Z 17 " Regis tion`#!: lp.j `" 5 y3 Phone #: `t - -0 I hereby acknowledge that I have read this application, state that the information is co , and•agr . to m aniiEcable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant? / \ Updated 1/02 OFFICE USE ONLY SUBTYPE ? Ol Foundation ? 26 Public Facility ? 30 Accessory Bldg. ? 14 Apartments X 27 CommerciaU7n dustrial ? 32 Ext Alt - Apts. ? 15 Lodging ? 28 Gteenhouse ? 34 Ext Alt - Comm. ? 25 Miscellaneous ? 29 Antennae ? 35 Ext Alt - PF ? 37 Nail Salon WORK TYPE ? 31 New ? 35 Tenant Impr ? 42 Demolish (Foundarion) ? 46 WindowslDoors ? 32 Addition ? 36 Move Bldg ? 43 Reroof ? 47 Repair ? 33 Alterations ? 37 Demolish (Bldg) ? 44 Siding ? 48 Authorizarion ? 34 Replacement ? 38 Demolish (Int) ? 45 Fire Repair GENERAL INFORMATION Census Code 4:5'1 Zoning. sq. ft. SAC Code 3Q # of Stories sq. ft. No. of Uniu o Length - sq. ft. No. of Bldgs. r Width sq. ft. Const. (Actual) Basement sq. ft. MC/ES System ? (Allowable) First Floor sq. ft. City Water UBC Occupancy fj ( sq. ft. Fire Sprinklered ? MISCELLANEOUS INSPECTIONS ? Gas Service Test ? Heating ? Insulation ? Plumbing ? Stucco/Stone APPROVALS ? Planning Building Engineering Variance. Permit Fee Suroharge Plan Review MC/ES SAC City SAC Water Supply & Storage S!W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies Total 6" . " VALUATION $ 20." sJS°i.tl 000 !:p % SAC SAC Units Meter Size ? q??.? U()236 3 Council Minutes ol o- a(a ? August 16, 1983 /p, po90o -??Y e, ? LDLL ENGINEERZNG - 9ARIANCE The application of Lull Engineering Co., Inc. for variance to the City requirement of surfaced parking area for the proposed expansion of the Lu11 Engineering office 6uilding on Highway 013 was next presented. Dale Runkle reviewed the application and Orrin Nord was present on behalf of tne appli- cant. He stated that the applicant would be required to put docrn a very thick mat because of the heavy trucks that come into the yard, and requested a variance from the provision to allow crushed rock mat for that reason. Mr. Runkle stated that the upgrading oP the facilities at the time of application for building permit is an issue that the City raises with such an applicant. Wachter moved, Egan seconded the motion to approve the application fo^ variance because of the hardship noted, Lull Engineering being a long-term owner in the City and the faet that it keeps its yard in an orderly manner. Councilmembers encouraged the applicant to blacktop the area for office par'.<- ing purposes. All voted in favor. COACHKNH LAAD COMPAAY 3RD ADDITION - FINAL PLAT The aoplication of Rosewood Corporation for final plat approval of Coachman Land Company 3rd Addition was submitted to the Couneil. Mr. Runkle -- briefly revieued the application and noted that an owner in the Timberline Addition, objected that there was inadequate berming aceording to the original plans, along the north side oP the plat of the area. Fred Katter was present for the applicant, and stated that the applicant has increased the landscaping substantially from the original plan and uill provide a berm for the 3rd Addition similar to that in the 2nd Addition. It was further noted that the park dedic3tion has not been completed but was expected to be completed in the very near future. Smith moved, Thomas seconded the motion to approve the application for final plat approval and authorize the Mayor and City Clerk to execute the related documents. All voted in favor. R 83-53 HILLCREST ADDITION - CONTRACT 183-72 - S?REETS & UTILITIES Bids have 6een received under Contract 1183-12 for the Hillcrest Addition streets and utilities and the low bid xas from Northdale Construction Co. in the sum of $265,831.00. Smith moved, Thomas seconded the motion to award the contract to the low bidder stated above. A11 voted in favor. EACAH CfROHICLE - EDZTOR David Siegel, the nerr Editor of tha Eagan Chrontcle was :+eicomed by Council aembers to the Council meeting. 6 :I?A Metaapolitan Council AtA Building communities that work November 26, Jim Wisnowskil Lull International Inc 3045 Highway 13 Eagan, MN 55121 i - - . Re: Site Address: 3045 H'ighway 13, Eagan, MN 55121 (correspondence/pernrit 1103) Deaz Mr. Wisnowski: Enuironmer3tal Seruices Thank you for notifying us that you have moved your manufacturing operation from your facility at 3045 Highway 13 in Eagan. Consequently, Pemut Number 1103 is hereby terminated. Please do not discharge any process wastewater from the Eagan facility effective immediately and complete a Snal Industrial Waste Discharge Report for the Jan- Dec 2001 period to report the amount of wastewater discharged. If you have any questions or comments, please contact me at (651) 602-4736. tcerely, ti Rog z Tan, P.E. ?9-Or Engineer Industriai Waste & Pollution Prevention Section cc: Robert Pohlman, MCES Paul Neubauer, MCES Tim Nelson, Lull J?ttemational, Inc. City ofEagan l? Dakota County Hazazdous Waste www.metrocauncil.org Metro ITifo Line 602-1888 230 Eas[ Fitth Stree[ • St. PaW, Minnesota 55 10 1-1626 • f651) 602-1005 • Fa?x 602-1138 - 'P.Y 29I-0904 rrv R7F r.acnN rASh!IEFC? J? TrftM.T.NAI... NCIa ?[-,!. UATE;, 01!28f96 T.T.Mt'-:e 0a:3022 TD; NFiME,., !_Ul..l... INTF.:.FNAT'IDNAL IA!C 2F_'56 9001 :1045 S.T.TtL.EiY Nil"M 6y(:,48.46 ? I Tot:al. Recei.pt AliiOtliti'I:c 6y64tS,h6 CRUS 5F3;33 I usr_:r zU: JnN PERMIT CITY OF EAGAN 3830 Filbt r.nob Road PERMIT TYPE: B U I L D I N G Eagan, Minnesota 55122-1897 Permit Number: 031380 (612) 681-4675 Date Issued: 01 / 2 8/ 9 8 SITE ADDRESS: 3045 SIBLEY MEMORZAL HWY LOT: 1 BLOCK: 26 SEC7ION 9 P.I.N.: 10-00900-010-26 DESCRIPTION: COLD STORA6E BLRG Buil:?dirt,gu-,Permit Type COMM. /IND. 8uilding Wb.r_k Type NEW UBC Occupancy°6,, S-1 ' Construction Ty'p;e VN 41 2oning row?? I-1 BuiTding Length 100 euilding Width . 80 ries . Buil'ding 'S t0 ? 1 , _ 1 Squa.re Feet? s,00e Censtie £ode?'320 INDUSTRIAL a REMARKS: S&W PLUMBER - PLFN REVIEWED BY MIKE BARCK ARCHITECT: FINN pANIELS, INC., DANIEL M. DEGE (REGISTRATION #24872) 2324 JIV€RSITY !1V€ #1-09ST.--PAUL MN 55114 FEE SUMMARY: VALUATION $200,000 Base Fee $1.387.25 SEWER & WATER $100.00 Plan Review $901.71 5&W SURCHAR6E $.50 Surcharge $100.00 TREATMENT PLANT $444.00 5AC $1,000.00 LATERAL BENEFIT $2,715.00 SAC % 100 WATER CONN ? $.00 SAC Units 1 Total Fee $6,648.46,,. Subtotal $3,388.96 9/i_5 3_7 CONTRACTOR: iULL INDUSTRIES 3045 SIBLEY EAGAN (612) 454-4300 - Applicant - 24544300 MEMORIAL HWY MN 55122 OWNER: LULL TNTERNATIONAL INC 3045 SIBLEY MEMORIAL NWY EAGAN MN (612)454-4300 I Z fiereby'acknowledge'that I hav:E information is correct and:agre( S-tatutss and C_ity of.; Eagen,qrtlir ? APPLICANT/PERM EE SI NATU "Wpw- / 3(390 199rUILDING PERMITAPPLICATION (COMMERCIAL)? ?O CITY OF EAGAN Q// 7? 681-4675 "'`?`?? . /'Z' 7 The following are required wdh appropriate certification lor all,qg,g construction: ? 2 each: architectural plans; mach. 8 elec. plans; Rre aprinkler plans; structurel plans; sfla plans; landscaping plans; predingldreinegelerosion control plan; utility plan • 1 each: set of specifiwtions; set of energy caiwlations; etectrical power & lighting form; Special Inapectians S Tesling Schedule ? Letter from MCANS (phane #222-8423) indicating SAC detertnination ? Code analysis indicating: codea used; occupancy Gassifications; setbadcs; maximum allowable area as per Building and City Codes along witfi sq. ft. per floor; typa of construction (synopsis of construction eomponents) 8 any oceupancy or area separation walls; 1? SOIL'S oceupancy loads; exit synopais wKh a diagrem indiwting exdinp loads from each room or area, trevel paths & all rated REPORT corridors; plumbing fixtures; and parking. DATE: December 16, 1997 WORKTYPE: XX New REMODEL DESCRIPTION OF WORK: Cald storage and finishing building CONSTRUCTION COST: $200,000 T NANT NAME: Lull InberIIatiOrka StTE ADDRESS: 3045 Wq '? St aul, MN 55121 LOT,,(j-V0 BLOCK2-(, SUBD. 5eC, 9 P.I.D.# PROPERTY OWNER Name: LuIl Inbernatinnal, Inc. PhOfl@ #: 454-4300 USl RRbi Street Address: 3045 Highway 13 City: st raui State: MN CONTRACTOR Company: L"u rrnernational, Inc. ARCHITECT! ENGINEER 1OS 6 1 330 ?a 19 ?a Zip: 55121 Ph011e #: 454-4300 Street Address: 3045 Highway 13 City: St Paul Zip: 55121 Company: Pinn Daniels, znc. Phone #: (612) 641-1339 Name: naniel M. Dege Registration #: 24872 Street Address: 2324 Universty Ave ? 109 CIty: St Paul State: MN Zjp; 55114 Sewer 8 water licensed plumber (only if installing sewer & water): I hereby acknowledge that I have read this application and state that the information is conect and agree applicable State of Minnesota Statutes and City of Eagan Ordinances. , i with all Signature of Applicant: ?/T % OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation A" 18 Comm./Ind. WORK TYPE s' 31 New ? 32 Addition GENERAL INFORMATION ? 19 Comm./lnd. Misc. 0 20 Pubtic Facility ? 33 Alterations ? 34 Repair .r- -. ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition Const. (Actual) \/a Basement sq . ft. MCJWS System ' (Allowable) JA/ First Fioor sq . ft. 'r, 000 City Water ? UBC Occupancy 16- I sq. ft. Fire Sprinklered ES Zoning =-1 sq. ft. Census Code 2t? # of Stories t sq. ft. SAC Code 40 Length ioo , sq. ft. Census Bldg. ? Depth Bo, Footprint sq. ft. 1,60 o Census Unit APPROVALS Planning Building Nl@s Engineering Permit Fee i f3 S 1. 2S Valuation: Surcharge i oo, - Plan Review q o 1.I 1 MC/WS SAC 1, ooo. - i l?' ;ooo . o ? City SAC 100, ? - WaterConn. Aivew?y r„n<.•4cJ S!W Permit 100. - SNV Surcharge .50 _ Treatment PI. -1y4 Park Ded. 0 Trails Ded. Water Qual Variance $ 2ao,ooo. ^' Otfl@f Z?11S.c?o La?ava? heH.{':-F w.,ke- c.?.-ne??l?r. Copies Total: % SAC SAC Units Meter Size ?....._.??...........? ? ?{ i i? •4;1 ,? . (_:.I.TV OF, ? .. ? INO6 -:32 r}?.?`??' •- ° OE,:':?.%'.!.':';'i '..?.`"?... .? r ??t.l'?, ? ._,. . ?_. ,J.. i .{l7 .?.. _0 ?i. ?..???.....l ,.: i ..,., ._? t.. ,.. _.,_. ?,"•. .4 i. ..,I_ ' '' .. . . /.tYp {.11f ?I c? 41?1:' ?••. °. ' ? ,.? ,.) _'fl'I P : _ • ? ..; ??.-?-? -- ?? .,..-.. ,-.:; c.!a..??•..?4? cr- _,...i._? t.i'11 . .1.3 ..i „?.?.! N ??]?L. .... . '.?q?•t.?? ....... .?..? ...?'? .?.?. SWe. ? CITY OF EAGAN ?a83b -'lot Knob Road gaMinnesota 55122-1897 (612) 681-4675 SITE ADDRESS: P.I.N.: 10-00908-010-26 PERMIT PERMITTYPE: auzLozNc Permit Number: 032084 Date Issued: 0 6/ 12 J 9 8 3045 HWY 13 LOT: 1 BLOCK: 26 SEC7ION 9 DESCRIPTION: 5EE REMARKS Bttil43:?°rq Permit 7ype COMM. /IND. MISC. 8uilding'"4lork Type ALTERATIDN ,?'Cknsus Code ti 437 ALT. NONRES. v., ?_ - r` ?.. ? ,- s ? ? t. € l /.. . ?,..? ? t... _.... REMAPRS REVIEWED BY JOE VOLES NOTE:DOORS 119&120 TO BE ON ELEC HOLD OPENS. AL50 ENGINEERING, CORRIDORS, SECOND FItlOR AND THE BASEMENT AREAS MUST BE PROTECTED WITH INTERCONNECTED FEE SUMMARY: Base Fee Plan Review Surcharge Total Fee vaLuATZON $939.75 $285.84 $17.50 $743.09 $35,000 CONTRACTOR: - Applicant - OWNER: ADKINS CONST INC 26865000 LULL INT 2P20 SILVER BELL Rp 3045 SIBLEY MEMORSAL NWY Efl6AN MN 55122 EAGAN MN (612) 686-5000 I hereby acknawledge C'hat"I have read this appZication an:d state that the irtformation is correcC and agree to comply with a11 applicable State of Mn. StatuCe's and Gity of Eagarr Ordinances_ L 4?Z _ ? AP PLICANT/PER 7EE SIGNATURE 1SIG TU , 1998 BUII.DING PERMIT APPLICATION (COMMERCIAL) ?? ?1 ? CITY OF EAGAN ? 681-4675 ? Submit foliowing to obtain necessary permit • ? ?/? " Contact Building Inspections for sample Food & Beverage or Lodging facilities: Plan must be submitted to Minnesota Departme?t of Health. Call 2150700 for details. DATE: f// redra WORK TYPE: - NEW REMODEL ?eoQJOr.?r? DESCRIPTION OF CONSTRUCTION SITE ADDRESS: ?o L7Tt_ BLOCK tiU SUBD. .? Name: ,L,/Gc- Phone #!: OROPERTY Last First VVNER r')h 1 V , , ' -l _ . _ I A r--7 Street P.I.D. # City -/lllo1i V State: Zip: Company: _ / 40k-! -4--) $ l??G /'?- Phone #: f/I ? CONTRACTOR Sveet Address: ?`L Z o ?p v/? I,,,_ ?? o v P e Lense lt City ? oj R K State: llf-4/ Zip: ARCHITECT/ ENGINEER Company: Phone #: Registration #: - ? ?7? State: Sewer 8 w#jer licensed plumber (only 'rf installing sewer 8 water): UITE Zip: I hereby a¢icnowledge that 1 have read this applicetion and state that the infortnation is correct and egree MlnnesotWStatutes and City of Eagan Ordinances. - , Foundation Only New Construction Interior Im rove e t struGUnl plans (2 sets) architedurel plans (2 sets) archilectural plans (2 aets) civil plana (2 sets) structural pians (2 sets) code analysis (t) " code analysis (t) " civil plans (2 sets) project specs (t aet) soils report (t) landscapinp plans (2 sets) Key Plan projeci specs - (7) code anatysis (1) " energy calculations (1) not aNvays " Special Inapedions 8 Testing Scheduie " soils report (7) Ebctric Power & LigMing Fortn (1) not aAva YB " SAC determination ktter from MCANS - 5AC detertnination letter from MCM1NS - SAC detartninatlon letter irom MC/WS - wll 602-1000 call 602-1000 call 602-1000 Special Inspeetions & Testing Schedule (7) " pro}ect specs (7) energywlwlations (t) " Electric Power & LI htin Fortn 1 State of Signature of Applicant: ? OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 ? 18 WORK ? 31 ? 32 Foundation Comm./Ind. nrPe New Addition GENERAL INFORMATION r { -ff-19 Comm./Ind. Misc. ? 21 Miscellaneous ? 20 Public Facility ?7 Y / `fi0 '? gf? ON £vGG. ??6-OP£.lt !'/C-fo, Iwy/NlLR/? C'a/tX-??J ?R. s5 e co.t???o,¢, `T ? L/?.¢sF?ntnos A,2E.?Y A'H4.sr /St -7rp c.••r,r r,rrcRCaw.c??'? S.,atE DLTtc7aes-. -Jtc R.9,ul .EJ33 Alterations ? 35 Tenant Finish ? 34 Repair ? 37 Demolition Const. (Actual) Basement sq . ft. MC/WS System (Allowable) First Floor sq . ft. City Water UBC Occupancy sq. ft. Fire Sprinklered Zoning sq. ft. Census Code J? # of Stories sq. ft. SAC Code Length sq. ft. Census Bldg. / Depth Footprint sq. ft. Census Unit o APPROVALS Planning Building Permit Fee Surcharge Plan Review MCNVS SAC City SAC Water Conn. S/W Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Water Qual. Other Copies Total: Engineering Variance valuation: $ °k SAC SAC Units Meter Size C'fr4' !:''rF E(',GAAd CA;SH.T.EFi^ 5 if'RMTAlAL ND? 7i3 DFlTE.:: 1.0!1.4/98 7IMI=:^ 15a04e9.5 Iii. NAMf :, AD4;TNS COMF'ANIES :[NC 321.13 9001. 3045 HWY 13 50.00 21.'S`7 9(:101 3045 HPft' 13 0.50 'ioi;al F:nri3lp+, Amoum;;,. 50.50 CFi09ii4? i UrLR ID: NANC`,' A°CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: P.I.N.c 10-00900-010-25 FERMIT PERMITTYPE: suzLozNs Permit Number: 0 3 3 6 6 9 Date Issued: 10/ 14 / 9 8 3645 HWY 13 LOT: 1 BLOCK: 26 SFCTION -29- °( DESCRIPTION: ,°"??_." EXISTING u?ild3n6'-p,ermit T,ype wilding Wo;c,k T y p e 8naus Gode- k: .- LULL BLOG. GB-M'hl-'?I1VIJ . M I S C. DEMOLSSH 649 tlFMO OTHER i REMARKS: PLAN REVIEWEDBY I,JAYNE MIILER. FEE SUMMARY: Base Fee $50.00 5urcharge Total Fee $50.50 1 ONTRACTOR: - Applicanr - OWNER: DKINS C014ST INC 26865000 LUIL INTEftNATSONAL 020 SIIVER BELL Rp 3045 HWY 13 A6AN IhN 55122 EAGAN MN 55123 612) 686-5000 (651)454-4300 ? Z horeby ackrrbwledge that T have read this applicati4n a.nd stdte that the infarm:atian is oorrect and agree to comply with a11 applicsble State af Mn. Statutes ancl City o;f Eag-an Ordin,anoes. ? _ . _ r . _. _. . I ERMI TURE 1?UED BY. SIGNATURE ° AfKrCANT I . ' 1998 BUILDING PERMIT APPLICATIOM (COMMEA CITY OF EAGAN 681-4675 C_c,. Submit tollowina to obtain necessarv oermit tl oCjo _81 Foundation Only New Construction ? Btrucdural plans (2 aets) archkectural plans (2 sets) arohitectural plans (2 sets) civil plans (2 sets) structuwl plans " (2 sets) eode snalysis (t) ° Gode analysis (1) " civil plans (2 sets) project specs (1 set) soils report (1) landacaping plans (2 sets) Key Plan projeG specs (t) oDtle analysis (t) ^ energy calculatione (t) nd aMays " Special Inspections 8 Testing Schedule " soila report (1) Eledric Power & Lighting Form (1) not aM2ys " SAC detertnination letter from MCANS - SAC tlefertnination letter from MCANS - SAC detertnination letter from MCANS - ca11 602-1 000 call 602-1000 ca11 6 02-7 000 Speeisl Inapectiona 8 Teatlng Schedule (1) " project specs (1) energy calculations (t) » Electric Paver & hting Fortn (1 Contact Building Inspections for sample Food & Beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 215-0700 for details. DATE: Id '- ?? ?7 8 WORK TYPE: ?NEW ? REMODEL DESCRIPTION OF WORK: ?.?1/.r2a G i T7e-? ??5?7.?L ?L?c? ?? b a, CONSTRUCTION COST:i"/-7, !5-? TENANT NAME: SITE ADDRESS: SUITE L07 L BLOCK SUBD. S-E' CJ-A 6 P.I.D. # i1'L_ Phane#: ?5????3d d PROPERTY Last First OWNER - Street Address: 15 City State:? Zip: ?S( 2 r Company: ? ?/,? ? / ?T?1z/%6vci.?f phonell: LJO/o CONTRACTOR ?-/ Street Address: / 2ZrJ ??vir, iwr a License # City -,5G State: nxcxiTEcri ? ENGINEER Company: ?(NS // ? Name: (? B (,/c, .- 5"G,. Street Ciry Sewer & water licensed plumber (only'rf installing sewer 8 water): State: Zip: _5 S / 2 3 Phone 0: -/ 2 d (' Regiskation 9 ? Zip: I hereby acknowledge that I have read this application and atete that the infortnation is cortect and Minnesota Statutes and City of Eagan Ordinences. to complyypkh all applicable 5tate of Signature of OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation E(18 Comm./Ind. WORK TYPE ? 31 New ? 32 Addition GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS Planning ?'19 CommJind. Misc. ? 20 Public Facility ? 33 Alterations ? 34 Repair ? 21 Misceilaneous ? 35 Tenant Finish X 37 Demolition I Basement sq . ft. MC/WS System First Floor sq. ft. City Water sq. ft. Fire Sprinklered sq. ft. Census Code 6ytf sq. ft. 5AC Code r 3? sq. ft. Census Bldg. 1 Footprint sq. ft. Census Unit 0 Buiiding GYa Engineering Variance Permit Fee Surcharge Plan Review MC/WS SAC City SAC Water Conn. S/W Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Water Qual. Other Copies Total: ?01 5?U valuation: $ % SAC SAC Units Meter Size ? C+TY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: PERMITTYPE: eutLozNG Permit Number: 031667 Date Issued: 0 4/@ 6/ 9 8 3045 HWY 13 LOT: 1 BLOCK: 26 SECTION 9 DESCRIPTION: (LULL INDUSTRIES) 8li?ildinPermit Type COMM./IND. MI3C. ;8uilding rk Type ALTERATION oF'C€nsus Co.cte 437 RLT. NONRES. r` . .. ?3..ry ? f t e ; 4. ?.` ,:e.i>? '• 5dQi((. 61 ? " £ wd- REMARKS: PLAN REVIEWED BY JOE VOELS FEE SUMMARY: VALUATION Base Fee Plan Review Surcharge Total Fee ? $687.25 $446.71 $34.00 $1,167.96 $68,000 CONTRACTOR: - Applicant - OWNER: FlDKINS CONST INC 26865000 LULL YNDUSTRZES 2020 SILVER BELL RD 3045 HWY 13 EAGAN MN 55122 EAGAN MN 55121 (612) 686-5000 (612)686-1213 I:fi-ere-by asknawledge that I heve° rea'd this ,&ppl1bat3:on and'.stat e thet't M0 - .? information is correct and agree, to comply with all applicsble SYate of Mn. ? StaCut?esand CitY_4f eagen QrdiIaance?-•F"=__. QAPAJCRN /PERMITEE IGNATURE ' 'ISSUED 8: 1' A U E PERMIT r;.r.TY oF +:Ar,r,N Cr1Sl-1.T.CG?^ 5 IliC1tM]'.Pfql.. N0: 765 I1}TE . i,?q rzMr-_: i4 ,,r.r,°:a.o , NAMr-.: ADE;.r.N, cnM rAri:r.r_s .r.Nc:, 3210 900i 3045 HwY J.:i 6}:)7.25 3422 900{. 3045 iiW'r ;.3 446.71 205 ^Ll(:li 3045 W.NI1' :1.3 34.00 TJ'F, al Rr.aOc:lpi; Amf7li.71fi'J i . iE.i .`.'.aF. I;iiClEi8£3"r''4 Usr.R Tn: NnNcv 7", ?:'IA?:Y,r?(ik?RYfK<.?Y6fiG?1":?<;Y?,X1;5;;.i<?f;)".)ki47Y';:`J„7k.kiY?Y:?n:;Y?';?:•1,:*7f. ? 1998 BUILDING PERMIT APPLICATION (COMMERCIAI.) ? CITY OF EAGAN 6814675 5ubmit following to obtain necessary permit rn Foundation Onl New Construction Interior Improvement atructural plans (2 sefs) archftectural plans (2 aets) arehdeeturol plans (2 sets) cWil plens (2 sets) sWdurol plans (2 sets) code analysis (t) " code analysis (1) " eivii plans (2 sets) projed specs (1 aet) soils report (1) landscaping plens (2 sets) Key Plan projedapecs (1) codeanatysis (1)" errergycelculatlons (t)rotaAvays° SpeGal Inspections 8 Testing Schedule " soils report (1) Ekdric Power 8 Lighting Form (t) no[ always " SAC detertnination letter from MCIWS - SAC determination letter from MCANS - SAC detertnination letter from MCM1NS - ca11 602-7 000 esll 602-7000 call 602-7000 Spedal InspeGions & Testlng Sehedule (1) " projea apees (1) energy caleulations (7) " Elec[ric Power 8 L' htin Form 1 " Contact Building Inspections for sample Food 8 Beverage or Lodging tacilities: Plan muat be submitted to Minnesota Departmerri of Health. Cali 215-0700 for details. DATE: WORK TYPE: _ NEW /'o REMODEL DESCRIPTION OF WORK: ??T(G P ? CONSTRUCTION COST: TENANT NAME: L?L- L SITE ADDRESS: SUITE #: /3 LOTBLOCK 2. SUBD. Name: ? t1 z•CL Phone PROPERTY Last First owivEx I? StreetAddress:`?013 City State: CONTRACTOR Zip: ?s1 -1 9 / ComPanY: K/^NS ??a'=?i?'?l t? S Phone #: ?-477rn Street Address: /,? License # City State: Zip: S S% 2? ARCHITECT/ ENGINEER Company:_ Phone #: c,ry Sewer & water licenaed plumber (onty K installing sewer & water): State: a 2a I hereby acknowledge that I have read this epplication and state that the infortnetion is oortect and agree to comply wkh all applicable State of Minnesota Statutes and Ciry of Eagan Ordinances. ? r._ Signature MApplicanY. ? / /?? OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 18 Comm./lnd. WORK TYPE 13 31 New ? 32 Addition GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS Planning d?'?3 Comm./Ind. Misc. ? 20 Public Facility ,Gk3-Alterations ? 34 Repair Basement sq. ft. First Floor sq. ft. sq.ft. sq. ft. sq. ft. sq.ft. Footprint sq. ft. Building Engineering • ? ` ?. ? 21 Miscellaneous ? 35 Tenant Finish 0 37 Demolition MC/WS System City Water Fire Sprinklered Census Code , 37 SAC Code ? Census Bidg. ? Census Unit Variance Permit Fee 5urcharge Plan Review MCNVS SAC City SAC Water Conn. S/W Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Water Qual. Other Copies Total: ? ; :. . ,? r,;• "' % sAC? AC Units eter Size Valuation: $ ? $?_cztr ? TwA7E^ 12/03/9' TIMF: EMtiE. !_ULL TMTERNATZOhAL INC 3210 9001 304.5 uIF.+ MEM Iil^I 1.7037.25 3422 9001. 3045 ?'iLEt M[_P{ HW 674.21 2155 3001 3045 ;IR MrM 4i14. 65.00 Total Receipr, Amount: 1,776„46 CR083Ri5 USFk Ili: NANCY CITY OF 4GAN 3830 Pilot Knob oad Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: P.I.N.: 10-00900-010-26 DESCRIPTION: PERMIT PERMITTYPE: BurLozNe Permit Number: 031154 Date Issued: 12 / 0 3/ 9 7 3045 5IBLEY MEMORIAL HWY LOT: 1 BLOCK: 26 SECTIQN 9 --- (LULL INDUSTRIES) @uk.kdxngr-„Permit Type COMM./IND. MTSC. 6te9.],ding Wa?r_k Type ADDITION ; Square F;eet 1,237 Gensus C-ode , 437 ALT. NONRES. r,t.. e, ..a?" rv -? f( *R ? ?? 3S "'?" U ;, 1 U Lt ?..,+ REMARKS: FEE SUMMARY: VALUATION Base Fee Plan Review Surcharge Total Fee 1. $1,037.25 $674_21 $65.00 $1,776.46 $130,000 CONTRACTOR: OWNER: - Applicant - LULL INTERNATIONAL INC 3045 SIBLEY MEMORIAL HWY 3T PAUL MN 55121 (612)454-4300 I hereby, acknowledge that Z'havere?ad tYii's °a?ppi'teat icrn: an¢ state that, the informatio.n is correct and agree_ to' cofi6ly ;w3tkt' aYl a`pplicable Statsof Ma.., StatuEes anq City- af Eagan Ordxn;ancee ??? ? ?A?PPLCANT/?MITEESIGNATURE • .. _ ..., ._ - a. _ -?_ ISSUEDBYISIGNATURE T?? 1997 BUILDING PERMIT APPLICATION (COMMERCIAL) t64 • CITY OF EAGAN V 681-4675 ?' `?V 4 l The following are roquired wiM appropriete certfieation for all pft construction: • 2 each: architecturel plans; mech. 8 elec. plana; fire sprinkbr plans; stiucturel plans; sMe plens; Iandacaping piens; grading/dreinagelerosion eorrtrol plan; utility plan ? i eaeh: set of specificetions; aet of energy calwlations; elee[rical power 8 lighting fortn; Special Inspections 8 Testing Schedule • Letter hom MCNVS (phone #222-8423) indicating SAC determination • Code analysis indice6ng: eodes usetl; oceupanoy Uassifications; aeWadcs; meximum allowable erea as per Buikiing end City Codes aiong with sq. ft. per floor; rype of construction (synopsis of conrtruction componeMS) 6 any occupancy or area separation walls; 1? SOIL'S ?upancy loads; ezil synopaie wkh a diagrem indicating exiting loads from eaeh room or area, trevel paths 8 ell rated REPORT c°rridors; plumbing fixturea; and parking. DATE: Z4 - 91 WORK TYPE: _ HEro ? REMODEL DESCRIPTION OF WORK: NZ?0 bu»L-oI,IG CaJ?JBU'na.1 4 xSa, ,4FPRa,x Gw-I,466nj ? CONSTRUCTIONCOS?l3d 606 TENANTNAME: ?U? I?ID?.15'?RIES ? ? LO1 ? 4S SITE ADDRESS: 3,24? jAI6}4WPt`( 1"?--, LCSACy4..) 1M rJ S? I Z 1 ^?' m• LOT ? BLOCK A,) SUBD. ?=(k.l ? P.I.D. # PROPERTY Name: Lu_11 Phone #: OWNER „e. ?a„ Street Address: 1045 AW? ( I Ciry: ?Qu.( State: 1?n- nL Zip: ?SSla 1 CONTRaCTOR Company: =..JQ rna??o? `r"_ nL Phone #: 46'`1"`??? ? Street Address: 3045 ciry: 5-1 pa?; zip: 551 a r Company: Fw-l tpa,?igu ?,L, Phone #: (?PQ- Ie41- i331 Name: ]??licL M. Registration #: 2-48'12 StreetAddress: 'Z'L2A U?liv???irf R,/E ?i ocf City: ST. P,atUL? State: M'?_ Zip: 55 ?k4 Sewer & water licensed plumber (only if installing sewer 8 water): I hereby acknowledge that I have read this application and state that the information is correct and appiicable State of MinnesoW Statutes and City of Eagan Ordinances. „ I _ ' Signature of with all ? I ARCHITECT/ ENGINEER OFFICE USE ONLY BUILDING PERMIT TYPE F ? 01 Foundation ? 18 Comm./Ind. WORK TYPE A 19 Comm./Ind. Misc. ? 20 Public Facility ? 31 New ? 33 Alterations 32 Addition o 34 Repair GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories length Depth APPROVALS Planning Basement sq. ft. First Fl4or sq. ft. sq.ft. sq. ft. sq. ft. sq. ft. Footprint sq. ft. Building P"2 ? ?', ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition MCNVS System CRy Water Fire Sprinklered Census Code SAC Code 0 - - Census Bldg. ? ? Census Unit 0 Engineering Variance Permit Fee Surcharge Plan Review MCNVS SAC City SAC Water Conn. S/W Permit S/VV Surcharge Treatment PI. --fic77t!'t'r1?r Park Ded. Trails Ded. Water Qual. Other Copies Total: °h SAC SAC Units Meter Size Valuation: $ 3 ?'d° ? r +r. . j,. f ?rL.?..... . . `........-...,.?__ ? `?' 7 *dtV oF eagan October 28, 1997 THOMAS EGAN Mavor PATRICIA AWADA BEA BLOM9UIST SANDRA A. MASIN MR WARREN L RYDER THEODORE WACHTER LULL INTERNATIONAL Council Members 3045 SIBLEY MEMORIAL HIGHWAY THOMAS HEDGES EAGAN MN 55121 ciry Aaministrotor E. J. VAN OVERBEKE RE: LULL INDUSTRIES ciry ciark LOT 1, BLOCK 26, SECTION 9 Dear Warren: We have completed our 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 are, therefore, requesting that the Following items be addressed. Unless otherwise noted, all references aze to the 1994 U.B.C. Revise plans to show that exit doors shall not be provided with a latch or lock unless it is panic hazdware. U.B.C. Section 1018. 2. Verify that the roof system is a Class B- U.B.C. Table 15-A. Revise plans to show landing on exterior doors - U.B.C. Section 1004.9. 4. Provide site plan showing location of main building as well as fire hydrant locations - U.B.C. 1063.4.2. 5. Supply code summary for allowable area increases - U.B.C. Section 505. If I can be of fuRher assistance to you, please do not hesitate to contact me at 681-4699. Sincerely, DalchoeppneJr Assistant Building Official DS/js Enc. MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN. MINNESOTA 55122-I897 PHONE: (612) 681-4600 FAX(612)681-4612 TDD: (612) 454-8535 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GRON/TH IN OUR COMMUNITY Equol Opportuni}ylAffirmative Action Employer MAINTENANCE FACILITY 3501 COACHMAN POINi EAGAN, MINNESO7A 55122 PHONE (612) 681-4300 FAX: (612) 681-4360 TDD: (612) 454-8535 iv-oo?1670 -oio - a?, TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTAYT TO THE CITY ADMINiSTRATOR DALE WEGLEITNER, FIRE iMARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILTTIES/STREETS ? GENE VANOVERBEKE, FINANCE DIRECTOR 7 /e RICH BRASCH, WATER RESOURCES COORDINATOR S q ?L D.r MIKE RIDLEY, SENIOR PL.aNNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: 'r ? Y p2 3 01jS' 3(5; 61 ey Mem• Hwy) The _ preliminary j- construction plans for C v(? ???g . are in our plan review section for y?w and comment. riease return this Yo to llale Schoe ner with yo signed comments and the date of review. If you have an_ ,_ se so indicate on trus 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: G en e_ l oa(e, °--, 1?Lor__ma / ,C??'?j7? ?- c?,uds?r - Lt/6'G A/ co ?/• U{-/d . . v+v-lr`1 f V'?v).?. n 4T- GO lll c.7-0 d 807 7h4,1 ?)a ci-]??'/v ?(L?Q.?' C??//? Q?O?7 W Ilh I?l/;1 Indicate any fees that aze to be collected with the building petmit: 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 Sig re I? ?.l('/Gp / - A ewP?!r ? 17 ZONING? l0 - S? -a? Date 15/fORMS-DLD/PLAN RHVIGWNALE S November 12, 1997 Mr. Dale Schoeppner City of Eagan Building Inspections Dept. 3830 Pilot Knob Road Eagan, MN 55122-1897 Re: Lulllndustries Building Addition 3045 Highway 13 Eagan, MN 55121 Dear Dale, Per your comments dated October 28, 1997 I offer the following: 2145 Ford Parkwax Su@e 201 Saint Paul, Minnesota 55176 Phone 612.690.5525 Fax 612.690.550.5 vriv.v.finrndaniels.com 1. HarcJware on all exit doors new and existing will be modified to be panic bar exit devices. 2. The roof system installed shail be a class B per the UBC table 15-A. 3. New landing on the east side of the buiiding will be bituminous rolled up to the door. Owner will pour a 4' x 4' concrete pad at the west side of the building. 4. Enclosed with the revised plans per this letter is a site pfan showing the building addition, the main building and the location of the fire hydrant requested. 5. On sheet A-1 the code summary exists as you have requested. Please note that per our conversation and after reviewing the UBC section 505.3 we have modified the drawings to indicate that one new area separation wali wiil be added with fire door instead of 4 as previously shown. Due to the extension of the fire sprinkler system allowable area increases in the base square footage allowed 6y table 5-B can be tripled in a one story buiiding thus allowing us to term this a 5N building with a base square footage of 5100 SF in a H-3 and a H-4 occupancy. Tripled for fire sprinkler this would allow a square footage of 15300 SF. Note that area separation increases are not being considered since there may be future buildings or additions and the most logical location to place the area separation wall is as shown, in the new construction. Please call me if you have any further questions or comments, Sinc ? (l/ Daniel M. Dege ?-j ??j ? ? 70 Architect ' ?- finn n "els 0- C ?. r TO: PAT GEAG:1N, CHIEF OF POLICE iv-oo?cc-o?o-a? JOIY HOHEYSTEIN, .4SSISTAYT "f0 THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE M.1RSi-IAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DMSION /UTILITIES/STREETS 9 GEYE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR O., -` :le- D'IIKE RIDLEY, SENIOR PLANNER ? C6ti;.Gi" 72v.G... li-124 GREGG HOVE, SUPERVISOR OF FORESTRY FROM: DALE SCHOEPPNER, SENIOR INSPECTOR C7W' DATE: '?° ? Y-?2 3?'l?jS ?5?61eyMeM•Hwy> The _ preliminary ,?- construction plans for l (-' (/ aze in our plan review section for your review and comment. Please return this form to Dale Schoeopner 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. Comments: DK- .=^5n?- /?a?P7 - ?lc?n5 L2f?ir? L+?i7?i,? Ma?s, c?L Yt /'o .?uey Indicate any fees that aze to be collected with the building permit: AMOUNT ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No landscape security required water quality dedication park dedication trail dedication tree dedication Date ZONING? - I2*' ??A SiWture 1z-2-9 1S/F0RM11S-6LD/1'LAN RGVIL4V/D.\LE S ik 1- F PERMIT ??4(00 ` C'I tY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: g u I L 01: tv r Eagan, Minnesota 55122-1897 Permit Number: 0 2 6 6 3 e (612) 681-4675 Date Issued: 10 / 2 7/ 9 5 SITE ADDRESS: 3045 S]:BLFY I+I[MORIFlL HWY LOT: 1 BLOCK; 26 SECTTON 9 P.T.N.: 10-00900-010-26 DESCRIPTION: (PAINT SHOP) BVilding'_Permit Type Building Wts,r.k Type ? UBC Occuparicy .., ? Construation l'yp.e Zuning --? f3uildi;ng LengGh. Building Wi,dth Huildinq stories ?.... .=7_ z-, . .., `-.:t;, •'.,1 `fi . a.,..._.? ? t 1 COMM.JIND. MISC. ADDTTSQN H - 2 V 1HR L -- 2 51 36 1 .?n ??' '! •: g ? _- REMARKS: Fl 3EPARFkTE PEt2MZl' TS REQUI13ED FOft AiQY PLUMBZNC OR GLECTRICAL WOftK FEE SUMMARY: VALUFlTIDN $9,000 Base Fee $149.75 SurcViarge _ $4.50 Tota1 Fee $164.25 CONTRACTOR: OWNER: - Applicant - LULL INDUSTRIES 3045 SIBLEY MEMORIAI. HWY EAGAN MPI (612)454-4300 T hereby acknowledge thst S have read this i.nformation is correct and agree to comply SCatutes and City of Eagan Ordinances. L APPLICANT/PERMITEE SIGNATURE applicotion and state thaC the with all applicaGle Staee aP Mn. ?t'?.? R?oi.r,ll j?_ issueo e: si?nT? ., ? CITY OF EAGAN ? 1995 BUILDING PERMIT APPLICATION (COMMERCIAL) 681-4675 ? f • ' .'t ? ? -z? The following are required wiN eppropriate certfication for all DM construGion: ? 2 each: arehitecturel ptans; mech. 8 ebc. plans; fire sprinkbr plans; atruUUrel plana; ake plans; landscaping plans; pwdingldreinage/erosion eontrol plan; utility plan ? 1 eech: set of speGfications; set of energy calcutations; electrical power 8 Ilghtinp torm; Spacial Inapediona & Testing Sehedule ? Letler hom MCANS (phone #222-8423) indicating SAC Oetartninatlan ? Code enalyeis inditOng: Codes unad; oaupancy dassifiwtions; setbacks; meximum allowable area as per BuiWing and City Codes along wkh sq. ft. per floor, type of mnsVUCtion (synopsis of conatruction componenb) 8 any ocapancy or area separation walls; oxupanq bads; exit synopsis with a diegram intlicating exiling loads irom eaeh room or erea, travel paths & all rated corridors; plumbing fatures; end parking. DATE: /P "oZ 2 - 9s WORK TYPE: LI/ NEw REMODEL DESCRIPTION OF WORK: 1?D%T.bNJ ?7'??ftN EX.i!/G /?iU/1r .99JJD 6XeST,'tiY S2E4 u:GD% G CONSTRUCTION COST: axJ'? TENANT NAME: `u?` IyDu STP,'fS SITE AODRESS: 351y5- N?y /3 LOT ? BLOCK SUBD. P.I.D. # PROPERTY Name: `u jl T?DuST.Q.f S Phone #: OWNER ?' Street Address- 3Oys H"'? ?-? City: MG'9/v state: M?'/ zip: CoNTR,4CTOR Company: ? Phone #: Street Address• City: Zip: ARCHITECT! Company: Phone #- ENGINEER Name: Registration #• Street Addressa City: State: Zip: Sewer & water licensed plumber: 1 hereby acknowledge that I have read this application and state that the information i co?re and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. ? Signature ot Applicant: OFFICE USE ONLY BUILDING PERMIT TYPE 0 01 Foundation ? 18 Comm./Ind. WORK TYPE i? 19 Comm./Ind. Misc. b' 20 Public Facility 0 31 New Ilk 32 Addition GENERAL INFORMATION Const (Ac?ual) I (Allowabie) hr UBC Occupancy - Zoning - # of Stories Length Depth l? APPROVALS ? 33 Afterations 0 34 Repair Basement sq. ft. First Floor sq. ft. sq. ft. sq. ft. sq. ft, sq. ft. Footprint sq. ft. Planning Building Permit Fee Surcharge Plan Review MCM+S SAC City SAC Water Conn. SNV Permit S/W Surcharge Treatment PI. Road Unit Park Ded. Trails Ded. Water Qual. Other Copies Total: 8 ? 21 Miscellaneous 0 35 Tenant Finish ? 37 Demolftion MC/WS System Cfty Water Fire Sprinklered Census Code SAC Code Census Unit _ Engineering Variance Valuation: $ ?.? Census Bidg. ? % SAC SAC Units Meter Size CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 SITE ADDRESS: DESCRIPTION: REMARKS: PERMIT cpoq 431 PERMITTYPE: BuxLozNG Permit Number: 0 2 6 3 2 5 Date Issued: 0 9/ 01 / 9 5 3045 HWY 13 LQT: 1 BLOCKc 26 SECTION 9 (LULL INDUSTRIES) B.u?ilding',Permit 7ype FOUNpATION 6?uilding.Wa-rk Type NEW r. ? - . ,. . y . ...? FEE SUMMARY: VALUATION $8,000 Base Fee $197.25 5urcharge q.00 7ote1 Fee $141.25 CONTRACTOR: - A p p 1 i c a n t- GRESSER CONCftETE/MASONRY 24545976 1771 YANKEE DOODLE RD EAGAN MN 55121 (612) 454-5976 OWNER: LULI. INOUSTRIES 3045 HWY 13 EAGAN MN 55121 I hereby acknowledge that Z have read this applicat4on and state that the SnForm:ation is cqrrect and agree to camply with all appSiceble 5'tate ot Mri. Statutes and City vfi €agan Ordinances. L ? 1---??L I ll? APP ICA /PERMITEE SIGNAT ? `ISD Br' S??ATUI -- CITIf OF EAGAN 1995 BUILDING PERN9IT APPLICATION (COMMERCIAL) ? 681-4675 The followinp are required wfth appropriate certiACation kr ell p@w wnstrucfion: ? 2 each: arohileGUrel plans; mech. & elec. plans; fire sprinkbr pfans; 6huctural plana; aite plans; landscaping plans; preding/drainage/erosion toMrol plen; uGliry plan ? 1 each: set M speafintiona; set M errorgy eelalations; sbGricel power & IigMing form; Speeiet Inapeetions 6 Testing Schedule ? Letter ftom MC1WS (phone 9222-8423) indicating SAC detertnination ? Code anaysis hkiceting: Codes used; oaupancy dassifirations; setbadcs; maximum ellowable erea as per Building and City Codea along wHhsq. R. per floor, type of constructinn (synopsis of construdion components) & any oaupancy or erea seperation walls; oaupanq bads; exit synopsis wtth a diagrem irWiceting exHing beds trom each room or area, trevel paths & all rated corridors; plumbing fiztures; end parking. DATE: H fZ???TS VNORK TYPE: '-?-NEw REMODEL DESCRIPTION OF WORK: CONSTRUCTION COST: tS.?6O TENANT NAME: SITE ADDRESS: Sc? 44w7 I -S .,..? .,., LOT BLOCK Y-6 SUBD. P.I.D. # PROPERTY OWNER CONTRACTOR ARCHITECT/ ENGINEER i IECENED AUG 22 1995 I ---------------- 1 Name: LL-)LL Phone#: Wi M6T Street Address• -Sc'V-`7 µw`r 13 City: EA-G.aA! State: 4 Zip: -t,?12-1 Company: Phone #: 6,12 5treet Address• , -7 7/ a-??'+=zz ?--?` zocar::, City: E,a&aJ Zip: S?7Z / Company: F.?,J • A']a,,,r..=z,c Name: Phone #- Registration #' Street Address- cicy: Sewer & water licensed plumber: State: Zip: I hereby acknowledge that I have read this application and state that the intormation is correct and agree to comply with aii applicable State of Minnesota Statutes and City of Eagan Ordinances. ??^ Z&,- Signature of Applicant: OFFICE USE ONLY BUILDING PERMIT TYPE 4n'?01 Foundation ? 19 Comm./Ind. Misc. 0 18 Comm./lnd. 0 20 Public Facility WORK TYPE iS 31 New ? 33 Afterations ;?AjAddition.? 0 34 Repair GENERAL INFORMATION Const (Actuai) (Allowab?e) UBC Occupancy Zoning # of Stories Length Depth APPROVALS Planning 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: Basement sq. ft. First Floor sq. ft. sq. ft. sq, ft. sq. ft. sq. R. Footprint sq. ft. Building c? ^ •:.,... . . ? 0 21 Miscellaneous 0 35 Tenant Finish 0 37 Demolition MC/WS System City Water Fire Sprinklered Census Code SAC Code Census Bldg. ? Census Unit Engineering Variance Valuation: $ C- ? % SAC SAC Units Meter Size ? PERMIT `• CITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: Eagan, Minnesota 55123 Permit Number: (612) 681-4675 Date Issued: aux / LpING 024817 11/03/94 SITE ADDRESS: 3045 HWY 13 LOT: 1 BLOCK: 26 SECTION 9 DESCRIPTION: ?--?? (srucco) uildzng,_permit Type COMM./IND. MISC. uilding 46.rk Type ALTERA7ION ` lJ / ? ? J . ? P O cLo s ?CFn ? ?':?lY\?-=-1 L ? REMARKS: FEE SUMMARY: Base Fee Surcharge Total Fee VALUATION $162.00 $7.50 $169.50 $15,000 CONTRACTOR: - Applicant - KtlESTERING HOMES, JIM 24316116 12645 FLORIDA LN APPLE VALLEY MN 55124 (612) 431-6116 OWNER: LULI. INDUSTRIES 3045 HWY 13 EAGAN MN I hereby acknowledge thet I have read this information zs correct and agree ta comply Stetutes and City of Eagan tlrdinances. ? ..--? . I :?ZAPP ICANT/PERMITEE SIGNATURE application and state that the with all applicable State ofi Mn. J A(}fl D ??' 1 ISSUED Er. S?TUR? 141111 CITY OF EAGAN 1994 BUILDING PERMIT APPLICATION 681-4675 -?fc??• ?? SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architectural & structural plans, 1 set of specifications, 1 copy of energy calcs. Penalty applies: i) when permit is typed, but not picked up by last working day of month in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date Valuation of work Site Address: L u?? eS o-n fIuy f3 30y $' riUy STREET SUITE H Tenant Name: (commercial only) L v if ?n cQLs?rl e5 LOT I_ BIACK ? SUBD. j-I-q d fi? P.I.D. # Descri tion of work: Z7 tvCc-o 6 U P r Aj T j c/C The applicant is: ? Owner 0 Contractor ? Other (Deseribe) Name Lvl) --ti% d,,s?-,Pl Phone Property LAST FIRST Owner qddress N u Y 13 STREET STE k City C4 Tg4 5tate Zip Company J'f+'rt ?PSy,e?in? /jtym e/y Phone Iq 3/-LIl?. Contractor Address _I ;, Ia' C?_ [:?' Car ic.?q ?y License #000I6G7 Exp. 3-3/•qs^ City Awgp 1R Ua G(?? State M?l Zip 5-5I2V Company Phone Architect/ Englneer Name Registration # Address ' City State Zip Sewer & water licensed plumber Processing time for sewer & water permits is two days once area has been approved. 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 Statutes and City of Eagan Ordinances. Signature of Applicant: ?:i,° - OFFICE USE ONLY BUILDING PERMIT TYPE 0 01 Foundation ? 06 Duplex ? 11 Apt./Lodging ? 02 SF Dwg. ? 07 4-Plex ? 12 Multi. Misc. O 03 SF Addition ? 08 8-Plex O 13 Garage/Accessory [1 04 SF Porch ? 09 12-Plex ? 14 Fireplace 0 05 SF Misc. ? 10 Mu1ti. Add'1. ? 15 Deck WORK TYPE ? 31 New O 33 Alterations ? 35 Tenant Finish 0 32 Addition ? 34 Repair O 36 Move GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS Planning Engineering REQUIRED INSPECTIONS O.Site 11 Wallboard Basement sq. ft. lst F1. sq. ft. 2nd F1, sq. ft. Sq. Ft. total Footprint Sq. ft. On-site well On-site sewage Building Variance ? Footing ? Final r ? 16 Basement Finish ? 17 Swim Pool ? 18 Comm./Ind. ? 19 Comm./Ind. Misc. ? 20 Public Facility O 21 Miscellaneous ? 37 Demotish MWCC System City Water PRV Required Booster Pump Fire Sprinkler Census Code SAC Code Census Bldg Census Unit Assessments ? Framing O Insulation ? Draintile ? Fireplace Permit Fee Surcharge P1an Review License MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trails Ded. Copies Other Total: votuec;m: $ SAC % SAC Units ? CITY QF EAGAN PERMIT 3830 Pilot Knob Road PERMIT TYPE: Eagan, Minnesot8 55123 Permit Number: (612) 681-4675 Date Issued: R ? ?- BUILD NG ? 024266 08/01J94 SITE ADDRESS: 3045 HWY 13 LOT: 1 BLOCK: 26 SEC1"ION 9 DESCRIPTION: COMM./IND. MTSC. REPAIR J ?t rrll UQcLC??,t I-?.L ;?; ? -_ , L (ROOFING) Building_.permit Type Building Wor.k Type i ?` / ?- \ ? l \ ._ J REMARKS: FEE SUMMARY: VALUATION Base Fee 3urcharge Total Fee $639.50 $50.00 $689.50 CONTRACTOR: LANE ROOFING CO RTE LAKE CITY (803) 389-4851 - Applicant - INC 23894851 3 P 0 BOX 108 SC 29560 $100,000 OWNER: BAZEN BADGER 3045 HWY 13 EAGAN MN 55121 I hereby acknowledge that I have read this applieation and state that the information is correct and agree to comply with all applicable State of Mn. Statutes and City of Eagan Ordinances. L t .? APPLICANTIP I EE SIGNATURff (k1.Q E A ISSUED SIG TURE' ? I CITY OF EAGAN lql ? 1994 BUILDING PERMIT APPLICATION ? Li 71 ? 681-4675 SINGLE & MULTI-fAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architectural & structural plans, 1 set of specifications, 1 copy of energy calcs. [lena lt y applies: 1) when permit is typed, but not picked up by last working day of month n which request is made, 2) address is changed or 3) lot change is requested once permit s issued. Date r? / I /F Valuation of work / D O, ?D L) ? tl0 ?s Site A re STREET SUfTE # Tenant Name: (commercial only) l. uL ? LOT BLOCK ? SUBD. IU?? (? ?1 4 P.I.D. # Descri tion of work: e I"OO The applicant is: []J'0 nw er O Contractor ? Other (Describe) Name 8 8 2e, fv Q A.l. 4'p- r' Phone Property LAST F,RST v Owner qddress 3 0? S f l° ??, W l?? ? 3 STREET STE k City `?JT p (?C.i, ? State rn N Zip 5 2- lo ?( Company /L 6 Nw- Lro C_ Phone q 0-S 8 SI yTb'/ Contractor Address P, rt 3 6 b?f t o? License # Exp. City State S C- Zip Company Phone Architect/ Engineer Name Registration # Address City State Zip Sewer & water licensed plumber Processing time for sewer & water permits is two days once area has been approved. 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 Statutes and City of Eagan Ordinances. ? Signature of Applicant: ? 4 ? OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 06 Duplex ? 11 Apt./Lodging ? 02 SF Dwg. ? 07 4-Plex ? 12 Multi. Misc. ? 03 SF Addition ? 08 8-Plex ? 13 Garage/Accessory ? 04 SF Porch O 09 12-Plex ? 14 Fireplace ? 05 SF Misc. 0 10 Multi. Add'1. ? 15 Deck WORK TYPE ? 31 New ? 33 Alterations ? 35 Tenant Finish ? 32 Addition ? 34 Repair ? 36 Move GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS Planning Engineering REQUIRED INSPECTIONS ? Site ? Wallboard Basement sq. ft. lst F1. sq. ft. 2nd F1. sq. ft. Sq. Ft. total Footprint Sq. ft. On-site well On-site sewage Building Variance ? Footing ? Final .• r.. p.. • ? y? .rN'. a" y 1 ? 16 Basement Finish ? 17 Swim Pool ? 18 Comm./Ind. ? 19 Comm./Ind. Misc. ? 20.Public Facility ? 21 Miscellaneous ? 37 Demolish MWCC System City Water PRV Required Booster Pump Fire 5prinkler Census Code SAC Code Census Bldg Census Unit Assessments 0 Framing ? Insulation O Draintile ? Fireplace Permit Fee Surcharge Plan Review License MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit 5/W Surcharge Treatment P1. Road Unit Park Ded. Trails Ded. Copies Other Total: valuecim: 3 SAC % SAC Units PERMIT avj--? ? ? GITY`OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road PermitNUmber: BUII? pTNG Eagan, Minnesota 55123 023 0 24 (612) 681-4675 Date Issued: 0 3/ 0 8/ 9 4 SITE ADDRESS: 3045 SIBLEY MEMORIAL HWY LOT: 1 BLpCK: 26 SECTION 9 P.I.N.: 10-00900-010-26 DESCRIPTION: (LULL INOUSTRIE3) Bn?lding`_Permit Type COMM.jIND. MISC. Building W'Ol.r_k Type AL7ERATION i 1 ? ? t r ' REMARKS FEE SUMMARY: VALUATION CONTRACTOR: LULL INDUSTRIES 3045 SIBLEY EAGAN (612) 454-4300 - flpplicant - OWNER: 24544300 UNITED FIVE STAR CAPITAL MEMORIAL HWY 3045 SIBLEY MEMORIAL NWY MN 55122 EAGAN MN 55121 (612)454-4380 I hereby acknowledge that I hawe read this appliaation and state that the information is correct and agres to comply with all applioa6le State of Mn. Statutes and City oP Eagan Ordinances. APPLICANT/PEFMITEE SIGNATURE ISSUED Y: IGNAT E Base Fee Surcharge Total Fee $21.@0 .50 $21.50 $800 .? GI'1'Y OF EAGAN 1994 E3UIl.DING PERMIT APPLICATION 681-4675 ?? ?l () SINGLE & MULTI-FAMILY 2 sets af pla•is, 3 registered site surveys,-l-copy-o-f-e - calcs. COMMERCIAL 2 sets of architectural & structural plans, 1 set of specifications, 1 copy of energy calcs. Penalty applies: 1) when permit is typed, but not picked up by last working day of month in which request is made, 2) address is changed or 3) lot,change is requested once permit is issued. Date Valuation of work 71ee Site Address: 901'? 1441? /3 STREET SVITE # Tenant Name: (commercial only) _ Lu?& Ivousrrr??s, .TiC. LOT BIACK ? SIIBD. P.I.D. tf Descri tion of work: &tu a/fl&t- '3EiN6 i/ODFD Tp ExiSnNcS 4114.OiA6 ' The applicant is: ? Owner ? Contractor 0 Other (Descri6e) LZ556? Name L??u,rcQ Five Srxi,e C'AO1r,a&- ?'oRP Phone diall5-1111300 Prnperty LAST FIRST Owner pddress _ 30,9s l-?? /.3 - , STREEi . STE # City S: ?1z- State A/ - Zip Company _ LccLC TW'9uSVeP1' Phone Sel-- 3d0 Contractor • ?f??a p?ti Address Hwy /,3 License # y Exp.'`lA•'^'1.. tck City ?.nA, State A4,4111 Zip Company Phone Architect/ Engineer Name Registration # Address ' City - State Zip Sewer & water licensed plumber . Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply ivy?h all applicable State of Minnesota Statutes and City of Eagan Ordinances. ? Signature of Applicant: P: ? OFFICE USE ONLY A `'° M .? ??•? B UILDING PERMITTYPE ? 01 Foundation ? 06 Duplex ?11 Apt./Lodging ? 16 Basement Finish ? 02 SF Dwg. L7 07 4-Rlex ? 12 Multi. Misc. C] 17 Swim Pool ? 03 5F Addition ? 08 8-Plex 013 Garage/Accessory ? 18 Comm./Ind. ? 04 SF Parch 0 09 12-Plex ? 14 Fireplace 0 19 Comm./Ind. Misc. ? 05 SF Misc. ? 10 Multi. Add'1. ? 15 Deck ? 20 Public Facility O 21 Miscellaneous WORK TYPE ? 31 New p 33 Atterations ? 35 Tenant Finish 0 37 Demolish ? 32 Addition ? 34 Repair ? 36 Move GENERAL INFORMATION Const. (Actual) Basement sq. ft. MWCC System (Allowable) lst F1. sq. ft. City Water UBC Occupancy 2nd F1. sq: ft. PRV Required Zaning Sq. Ft. total Booster Pump # of Staries Footprint Sq. ft. Fire Sprinkler Length _ On-site well Census Code 1139 Depth On-site sewage SAC Code 3 p Census Bldg APPROVALS Census Unit ' ?- Planning Building Assessments • Engineering -- Variance , REQUIRED INSP ECTIONS ? ;5ite ? Footing 0 Framing ? Insulation ? Wallboard IM Fi nal O Draintile '? Fireplace Permit Fee v.iuacion: Surcharge Plan Review License MWCC SAC City SAC- Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trails Oed. CoPies Other Total: 5AC % . SAC Units « 1988 BUILDIP'3 PERMIT APPLICATION - CITY OF EAGAN . -L i . . SINGLE FAMILY DWELLINGS 1511 06 INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CAANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. MULTIPLE DWELLINGS RENTAL UNITS FOR SALE UNITS # OF UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS CONAIERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS At'r, I- I;?..I RD MAY 3 11988 To Be Used For: Paint Prep Area Valuation: 30,000 Date: May 1988 Site Address 3045 Hwy 13, Eagan, MN Lot I_ Block See attached 10-ODQ00-O1U-2?i Parcel/Sub Al„', ??„ q Dah?s pwner Lull Corporation ces?f3r? Address 3045 Hwy 13 City/21p Code Eagan, MN 55121 Phone 612/454-4300 Contractor Gresser, Inc. Address 1771 Yankee Doodle Rd I City/Zip Code Eagan, MN 55121 Phone 612/454-5976 Arch./Engr. Dick Baxter Address 3045 Hwy 13 City/Zip Code Eagan, MN 55121 Phone # 612/454-4300 ext. 28 or•r'lcE ubz UNLz On site sewage_ MWCC system _ On site well City water _ PRV required _ Booster Pump ` APPROVALS Engr/Assess Planner Council Bldg. Off. Variance 7s? m ?J R ..?? Occupancy Zoning 1-1 Actual Const V-N Allowable V - N # of stories Length S0' Depth 72 S.F. Total 1 (Oao Footprint S.F. / bOo FEES Permit Surcharge Plan Review ?b?lo SAC, City SAC, MWCC Water Conn Water Meter Road Unit Treatment P1 Parks Copies TOTAL , DAKOTA COUNTY ASSESSOR 1560 HIGHWAY 55 PRESORTEO HASTINGS. MN 55033 FIRST CLASS MAIL 438-4200 U.S.POSTAGE PAID PERMIT NO. 2 NOTICE OF ASSESSMENT FOR THE YEAR I v n n - lunvaai c ini TuI= vC nM . ASSESSOR MARKETVALUE PHOPER7Y CLASSIf-ICATION ABaHEVIATED PROPERTI' DESCRIPTION INUUSTRIAL O-'OU9OO-O1O-T_b StiCTICh S T1 N 1?850,SQ0 ? :7 NANGE 23 SG MUCH OF iar 2 AS LIES IN NM 1/4 UF NN 1/4 LESS 2 A iC RR EX E 4p fi Vi OF LaT 1 MCCANTHY R[OGE G E DF E R 26.90U ACRES 9 2723 Imm?L{n ..i. -- - r-••. r- ?- - --? ?-t- - - GN, esemacrve io cne meeung ot your city or town board of review orT $UAY MA Y 1 CTN. a, E: 3U P. M. at EAGAN HUNICIPAL,CE??ER Ii you disagree with their decision, next you make an appeal by going in person or by sending a letter or a representalive to the meeting of your county Goard or equalization in the Dakota County Governmem Center on TU[SDAY JUNE 21i1988 AT 1C:C0 A. M UNITEU I-IVE S7AI4 LAp CCRP 3045 HWY 13 ST PAUL MN 551;1 .<W_. 1iIT APPLICATION - CITY OF SAG9N NOTS: ALL CONTRACTOES MQST BE LICENSSD iiITH THE CITY OF EAGAP SIAGLE FAPIILY DiiELLffiGS INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCOLATIONS 4NLTIPLE DSiEI.LINGS - RfiSIDENTIAL RSNTAL peilTS FOR SALS ONITS INCLUDE 2 SETS OF PLANS, CfiRTIFICATE OF SORVEY - CHECB WITH BLDG. DSPT., 1 SET OF SNERGY CALCULATIONS COMAfERCIAi. INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 7 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCDLATIONS, $2,000 LANDSCAPE HOND To Be Used For: Warehouse Val Site Address 3045 Hwy 13 Lot i Bloek a? Lczl? 9 Pareel/Sub / (J o /rb - Q Owner Lull Engineering Address 3045 Hwy. 13 City/Zip Code St. Paul 55121 Phone 454-4300 Contraetor Anderson-Knutson Address 4640 W. 77th St. City/Zip Code Mpls. 55435 Phone 835-5000 Arch./Engr. Wayne C. Larson Engr's Address 2129 Second St. City/Zip Code White Bear 55110 Phone # 429-8363 Date: 8/25/86 Erect _ Oecupaney 15T_ Remodel Zoning Repair Type of Constim Addition ? # of Stories Move Length Demolish Depth ' Int.Impr. _ Sq Ft MR00* Install APPROVAIS FEFS Assessments Permit 7 3? Water/Sewer Surcharge Poliee Plan Review ? Fire SAC Engr Water Conn Planner Water Meter Council Road Unit Bldg Off Q, Treatment P1 APC Parks Variance Copies i0'PAL ? 171&.co NOTE: ADDEESS6S FOR CORNER LOTS - CONTRACTOR/HOMEOiiNER !lOST DfiSIGBATE HHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOiiSD ONCE BQILDING PSRMTT IS ISSIIED. ? ??= v,atz) GZAss - v / ?3 ?a ¢?,o saz FT &t,ee WleCc?.C = v0-29 La 5Zo sct F7' B°?L.?c.? = v?• 6a ? g??, SQ r 7' .2?cG ?'icrti? = v o• !o (Z, /040o SQ FT Q r STiJ" [,pss v = 41e4 r ,e444;-FOc ,Q = R/lEA - Sq FT T, = lN,Oct:pe Tc?r 7-2 = OES/bro£O o?Ta.oiC TEw? /. 13 x 48o [72 - 49<?00 esTu 2os.? 46-4 //Z . 29 X SZa f?z - /.3g73 BTu j,,Ss .o?.e ,1/e -410 K896 C?z -? za)? = 4<9 4-5-9 ,BTc1 Lass A-- ,e .,e •/D IC 6?' ?72 ^ ?-20)? = 56m0 B7t/ L.o.SS ,r<.e - 1 ?211z T >?L a7'u (foss 4/GWTi.? 6 i? O,C4F7in/L? iCoo? /SJ foorcA.vo[E .cEat Z) bF?/CC? A.CEA /oo ?'vo7'?'WOCe. sG?Gi 3) G K /? Fla= cUxo? I ) i?ox ??9-v = I7/4z?S C? _ /36 4-? ?. 7o ,C? x r?a?s Z) lv?c? x tZBp _ Z4493? ?-?'? = 23 r1x7cWES ,6Z x 7v ? F-2o K/280 r H yIXTu17C.S .&2.K 70 !9840 3c2 FT /28o s Q FT /ZgC 90- ICT GG ` Ter.ac Lv,++?rs ? _ ?2F? ? 54 FT G!/ ^ L?EfF/C/t.vT c+< vTiLir•vY?.,A) ? l?L = G?cPREG/?a7?aN ?'AC:To?.?. 47/C6s' -75- u.QTTS (-Q (p3ao Gu•*ts?r E.aes/. OF 3795 PILOT KNOB ROAD, P.O. 80X 21199 eEA BLOM9UI5T EAGAN, MINNESOTA 55121 Mayp PHONE: (612) 454-8700 iNOnnqs EGnN . JAMES A. SMIiN ' JERRY THOMAS THEODORE WACNiER July 13; 1983 Counci Members THOMASHEDGES Ciry Adnrtnimip EUGENE VAN OvERBEKE City CIerY Lu11 Engineering Co., Inc. 3045 Highway 13 ' - Eagan, MN 55121 Attention: Mr. Nord Re: Building Permit Application Dear Sir: In reviewing your permit application, I find that additional information is required to complete the processing by staff. Information needed: 1) a site plan that includes grading and drainage data; 2) a site plan defining parking and manuvering areas with concrete curbs and hard surfaces; 3) more complete architectural and structural plans; 4) contractor's license as previously noted. I am enclosing the applicable portions of the City Code to assist you in designing the additions. Feel free to contact me or the copied staff if you need further assistance. ' rely? ? Dale S. Peterson Chief Building Official CC: Dale Runkle, City Planner Tom Colbert, Director of Public Works Parcel File - 10 00900 010 26 DSP/bar THE LONE OAK TREE. ..THE SVMBOL OF SIRENGTH AND GROWTH IN OUR COMMUNIN /D ov 900x oio a& MASTEft CARD LOCATION OWNER ! ?L L CdG • STRUCTURE AND LAND USED AS GA? ?Q,O?j? d A?i?T STv?F G? Permif I No. _ ' i_ Issued Issued To Coniractor Owner BUILDING z 9e?? q? _ I PLUMBING I ? CESSPOOL - SEPTIC TANK I N?ELL ELECTRICAL FIEATING I I? / GAS WSTALLING I I SANITARY SEWER I OTHER I OTHER I I Items Approved (Initial) Date Remarks Distance From Well FOOTING SEPTIC _ FOUNDATION .? y ? CESSPOOL FpqMING TILE FIELD FT. FMAL tLECTRICAL I - HEATING ? DEPTH OF WELL GAS INSTALLATION i SEPTIC TANK CESSPOOL DRAINFIELD PLUMBING WELL SANITARY SEWER - ? / - Violations Noted on Back COMMENTS: CnLl?LL ? ??? .?nc. 3045 HIGHWAY 13 a ST. PAUL. MINNESOiA SSiII e AREA CODE 612 TEL. 454-4300 September 24, 1981 Mr. Dale Peterson City of Eagan Pilot Knob Road Eagan, MV 55122 Dear Mr. Peterson: The cost of the proposed building to house steel will be in the area of $20,000 when it is totally finished ::-;'.Thank you. 0. W. Nord Executive Vice President OWN/lak G[lLLL#h1Grof f04 GENERAL CONTRAROAS MASON0.Y COMRARORS &IItDING COMRAQORf 0.0AD CONfRARORS FOR67 INDUST0.1E5 HIGXWAY DWTS. MIINICIPAUTIES MIUTARY BASES UTILRY CO'S. AIRVORT$ MANUFACTURERS OF DEPENDABLE HYDRAULICALLY OPERATED CONSTRUCTION EQUIPMENT fOR OVER 30 YEARS HIGH•LIR LOADE0.3 0 FOUR WHEEL DRNE LOAOERS 0 LOG LUGGERS 9 FORK iRt1CKS 0 SELFPROVE0.ED B0.00N5 • DYNA LUGGFRS LULL ENGINEERING CO. INC. St. Paul, Minnesota SCHEDULE OF BUILDINGS Gross Area Sq. Ft. Building #1 - O£fice Part Basement, l, Part 2 and 3 Story, Brick and Block, Steel and Wood Frame 9610" x 100'8" 20'0" x 25'9:' 3216" x 20'4" 16,043 2 - Plant 1 Story, Concrete Block, Steel Frame 156'6" x 321'6" Overall Irregular 49,673 3 - Steel Storage and Welding 1 Story, Concrete Block, Steel Frame 10116" x 2412" Irregular 60'8" x 80'0" 3218" x 120'9" 30'0" x 42'0" 12,228 4 - Paint Shop 1 Story, Concrete Block, Steel Frame 3210" x 5010" 12'0" x 12'0" 1010" x 2010" 1,944 5 - Guest House 2 Story, Frame 2016" x 31'9" 613" x 819" 1,357 Existing Total 81,245 6- Proposed Addition 3610" x 100'0" 3,600 LULL ENGINEERING CO. INC. St. Paul, Minnesota SCHEDULE OF BUILDINGS Gross Area Sq. Ft. Buildinq #1 - Office Part Basement, 1, Part 2 and 3 Story, Brick and Block, Steel and Wood Frame 96'0" x 100'8" 2010" x 25:9" 3216" x 20'4" 16,043 2 - Plant 1 Story, Concrete Block, Steel Frame 15616" x 321'6" Overall Irregular 49,673 3 - Steel Storage and Welding 1 Story, Concrete Block, Steel Frame 10116" x 24'2" Irregular 60'8" x 80'0" 3218" x 120'9" 30'0" x 42'0" 12,228 4 - Paint Shop 1 Story, Concrete Block, Steel Frame 3210" x 50'0" 12'0" x 12'0" 1010" x 20'0" 1,944 5 - Guest House 2 Story, Frame 2016" x 31'9" 613" x 819" 1,357 Existing Total 81,245 6- Proposed Addition 3610" x 100'0" 3,600 .i ? . . ? ?.?.>/ i Date :--7 7 _ BUILDI1M PEILti2IT PPPL3CATIOid I.OT BLOCK A7DITI00 :'•.-..^:E ; & aP.r"S'IOTI HN113EA IF U"iIPLATTED ,D '42.0w/?f/J UU n ? / OCCUPAAICY USE .. . .. ...?.177 ,:oST jbl 4I !n f P1/' I iil tA TELEPHOb1E iVO. s,i J"; 7 TELEPHODIL tTO. ?_i)r?L.ESS Note: Inclucle site plan, building plans, and energy calculations vtth th`.^• application Siqned OFFICE USE '1pyUi1TIOU T? .,_._.•;.;H 11 E:ER ..'.*JITdJ3AIG PEFtt,iIi FEE -- ? '77RCNT3?GE FEE ? ... P:?'tl:t Cr:ECK FES -?-•/ :A?tT_L DEUICATIOi:T FEE ? .._...._?..-._ OT; cR / _.. ...___..?,. '?'•p'C'Tfir.s: ...;?;SgP]F.1:?' CLERIC BUILDTidG DEPT. POZICE DEFT., .E'^,"R f. S?F R D7PT. FI? DEPT. - PAI2IC DEPT. .s-J 7 7 < ??GL ? . SII7GLE FAMILY Di1ELLIAGS 1969 BifYZ.DIi1G PERMIT IPPLICAYION CITY OF EAGAN !lDLiIPLE DiiELLING3 2 3ETS OF PLANS `s BEGISTEAED STTE SOR9EYS 7 3LT OF fiNEAGY CALCS. 2 3fi?S OF PLlNS 6EGISTBRED STfE 3DAVEI3 - (CHECS WITH BLDG DIV.) 1 SLPf OF 88EAGT C&I.C3. 1lULTIPLE DiIELLINGS HENTAL DNITS !OB SII.S D9TlS f OF THITTS IIOTEs ADDRESSFS F09 CORAER LOTS - CORTAACfOA/BOMEOiiNEA MN.ST MSGFATE YHICB JLDDRFSS IS DFSIAED. 80 C9ANGFS i1II.L BE LLLOftED OtiCE BUILDING PERMIT IS 233QED.. 3EViER 8 NATER PERMTf FERS ?AD lCCOUNT DEP03IT TSffi WII.L 88 INCLQDED BITH TSE HOILDINf3 PEAMIT FEE. P80CESSING TII+IE FDR 3EflE9 AIiD lidT6A PEIaSTlS IS lii0 DAYS ONCE 1 YERMIT H6S HEER COMPLE?ED IHDIClT2AG A LICEIiSED PLMMER. PENALTY, 6PPLIFS WEfENs PERMIT IS NOT PAID FOR IN SAME MONT9 IT IS REQUESTED. LOT CHANGE IS REQiTESTED ONCE PEAMIT IS ISSiJED. To Be Used For: 5 -ro,ZA-g.e_ Yaluation: /.S DOO " Date: Site Address 3as?s //,Vy i3 Got 6/0 Block a(o Pareel/Sub ;-25c274./ 9 7aU91.z7 ,',lcE a3 , Owner U•virFO Fi?E Snr.e C9P17,qG CaRP. Eddreas 3o?s L'/w? 13 ? City/Zip Code Phone G/a- 11s11- i{360 Address 3aL+8? City/Zip Code ' Phone Arch./Engr. ? Address City/21p Code Oceupancy .6 -2 Zoning 'I-I Aetual Const v-N Allowa6le - V-f - 1 of atories I Length ? Depth 36 S.F. Total ZSSo Footprint 3.F. 29AD On aite eewage On aite well M41CC $y9tCID ? City vater ? PRV required _ BoosLer PumP _ tereover.s Planner ? Coimcil Bldg. Off. ?12?p varsancB €e, 0;a CDMiERCIAL 2 SETS OF ABCHISECTURAL 3 3TBOCfQRIL PLINS 1 SEf OF SPECIPICATIONS 1 SET OF EBERGI CALC3. 5? Bldg. Permit 6? Z,oD Surcharge ?,50 Plan Review ! I,oc S9C, City SACO FIWCC itater Conn Water Meter Acet. Deposit S/W Permit 3/W Suroharge Sreatment P1. Road Unit Park Ded. Copiea 3DBTOTAL Penalty rorei. ? . TH IS P`"tRn41T wR s A r PLi EJ Fc;2 AFTCQ. -RE EK'czn?nl c)T- -171Z- s%P?c7U?'c Phone I „ / /'1 ? D ??/??aY,4iL ????? ? C • U ? 1985 BUILDING PERMIT APPLICATION - CI7Y OF EAGAN NOTE: ALL CONTRACTORS NUST BE LICENSED WITH THE CITY OF EAGAN COlQIERCZAL INCLUDE 2 SETS OF ARGHITECTURAL & STRUCT'ORAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS $2,000 LANDSCAPE BOND SINGLE FAMILY DWELLINGS INCLUDE 2 SETS OF PLANS .'.. 3 CERTIFICATES OF SURVEY 7 SET OF ENERGY CALCULATZONS To Be Used For; S T'p(' E. Valuation: ,1?= &0 Date: ^ -55? site Address 30?( 5 I-}va? ?? Lot I Block Parcel/Sub rD - oo qmpo /'0 - 2 owner lr V L? ?N(Q? r. e" Address *?(Zq5 ,?U?? City/Zip Code Phone Contractor Address ' City/Zip Code Phone Arch./Engr. Address City/Zip Code Phone !/ Erect Occupancy ? Remodel Zoning Repair , Type of Const ? Addition # of Stories Move ? Length Demolish Depth Int.Impr. ? Sq Ft 5 Znstall APPROVALS FEES Assessments Permit Water/Sewer ' Surcharge Police ? Plan Reviex Fire SAC SeC Engr Water Conn Planner '?? D? Water Meter Council oad Unit Bldg Off q - ll- ) Treatment P1 APC Parks Variance Copies TOTAL 15 ? _„ _?? ??-?l 65/S'p j " rc1 a' A C U-'+ "t s l ; hA effji?'? co/! o : 7?"9/ b?/f n ?Pf/??? ? C:DYtlt PG bDY?. I 5 NoNde a CHIEF INDUSTRIES, INC. P U Oo.PU,-B Oitl Wesi rognway •90 Grand IslanO. NeOraska 68804-1078 Pho.,. 308. ]82BB2u C032487 Gentlemen: Please accept this letter as certification that the 40' x 60' x 12' Rigid Frame building which Chief Industries, Inc., will furnish to A& M Building Supply, Rosemont, Minnesota, for Midwest Pole Co., Rosemont, Minnesota, has been designed for the following loads: 40 PSF Live Load 4 PSF Dead Load 20 PSF Wind Load The design of structural steel members is in accordance with the provisions of the AISC "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings". The design of light gauge steel members is in accordance with the provisions of the A151 "Specification for the Design of Cold-Formed Steel Structural Members". The design of primary and secondary members is in accordance with the provisions of the MBMA "Recommended Design Practices Manual". Welding design and fabrication is in accordance with the AISC's Specifications and the American Welding Society's "Code for Welding in Building Construction". Iherebycertifythatthir plan, specification, or report was prepa. ec L;1 ne or cnder my airect supervielon and Cr,=_.t: :: duly P.egi stered Pro- Se881onalEngin.;c;r,:::_i..?Ui ?,'..arzso£the Stateof Minneaota. Chander P._N4nr7* a Very truly yours, Chief Industries, Inc. 0??A 11?? Chander P. Nangi , P.E. Chief Engineer ii Dat eg. No. 12273 ? TWX: 910 629 3713 CHIEP IND GRIO • LABLE: CHIEF GRAND ISLAND NEBRASKA USA „ t, ,.e.:,:;cikk:yd>;?.1':M::?.,y.,;a?<:c?k;is?Y,<'i6?.?Yk;,:,,:•, ;:YC,v'r,.w;k%k C7:'1"Y UF> F:fi`..;AP- Cr1SH:f.EF: jO i"E7:P1It't1L P'0: 738 ?R-fE:, rl'i:r; 1.i3; 99 ' SMLv I.'ic 34^23 Ir, n h'F^`E c L..LL.L SN'i'_(;Yd„i JONG?I... 3i'.10 9001 31745 PWV 13 11 i.[25 205 9C10:1. 3045 ilWY :L:_t 2,:5C? ? Tnt.'i). R.irni_pr} f:t9r7ui1•• :I.i:.i.75 C^;:I.08i'6p . L:ak' R a. :i s jr:N ,::Y7••:7Si: ..'(.',O?., ?,?;'(?!U;t i').:"u:. ....;;U'U'!.... ? . .'A::$:. i?;i}'„ '.?e 1999 BUILDING PERMIT APPLICATION (COMMERCIAL) r7 651 681E4675? Re uirements to buildin ermit Foundation Onl New Construction Interior Im rovement • Structural Plans (2 sels) . Architectural Plans (2 sets) • ArchilecWral Plans (2 sets) • Civil Pians (2 seGS) • SWUUraI Plans (2 sets) • Code Malysis (1) " • Code Malysis (1) ^ . Civil Plans (2 sets) • Project Specs (1 set) • Project Specs (1) . Landsaping Plans (2 sets) • Key Plan . • Spec. Insp. 8 Testing Schedule • Code Malysis (1) " • Master Exit Plan • SAC determinaGOn letter from MClES - • SAC tletertnination lener from MClES - pll . SAC Oetertnination letter from MGES - call a11651-602-1000 851-602-1000 651-602-1000 • Spec.Insp.STestingSchedule (1) ° • EnergyCalalatlons (1)notalways" • ProjeMSpecs (1) • EIec.POwerBLightlngFOrm (1)ratalways" • EnergyCalwlatlons (1) " • ElecVic Power & Lighting Form (1) " • Master Exit Plan • Soils Re rt (1) 1 " Contact Building Inspections for sample Food 8 beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 651-215-0700 for details. DATE: WORKTYPE: _ NEW E REMODEL DESCRIPTION OF WORK: CONSTRUCTION COST: f /-, '?? ? SITE ADDRESS: /3 Stree[ LOT ? BLOCK ?-? SUBD. 0 1'-\ ? P.I.D. # Name: Phone #: w157 - yK3Q d PROPERTY Last F'ust J OWNER .? ? Sh /dvo Street Address: Ciry State: Zip: Company: A'.W-e? Phone #: CONTRACTOR City SUITE #: Zip: i TENANTNAME: State: ARCHITECT/ Q ENGINEER Company:?pf Name: ?(jl/?Sfld't'- 5b?7'???rC,Ec? Phone #: 6 ( 2 rZZ 6-7-5-3 Registrarion #: oC ?? O J StreetAddress: ?It?? r"' City 4? State: d` Zip: SS S'ewer & water licensed plumber (oniv if installina sewer 8 water): 1 hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with I applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: ? ?? OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 26 Public Facility ? 28 Greenhouse ? 25 Misceilaneous ? 27 Commercial/lndustriai ? 2 Antennae WORKTYPE 0,6WM?6 ? 31 New ? 34 Repairs ? 37 Demolish Bldg. ? 43 Siding/Soffits/Facia ? 32 Addition ? 35 Tenant Impr ? 38 Demolish (Interior) ? 44 Windows/Doors O? 33 Alterations ? 36 Move Bldg. ? 42 Reroof ? 45 Fire Repair GENERAL INFORMATION ? Const. (Actual) Basement sq. ft. Census Code (Allowable) First Floor sq. ft. SAC Code 3? UBC Occupancy sq. ft. No. of Units ? Zoning sq. ft. No. of Bldgs. ° # of Stories sq. ft. MC/ES System Length sq. ft. City Water Width Footprint sq. ft. Fire Sprinklered APPROVALS Planning Building L4 Engineering Variance VALUATION: $ 4SOU ?- Permit Fee Surcharge Plan Review MGES SAC % SAC City SAC SAC Units Water Supply 8 Storage Meter Size S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies i Total l ? ? ? ? G:CTY UF EAGf,i,! cns,iaar::??:, ., rri,hTNAL Nri,; 7K nA""I_:: 05/1.1/99 '1'i:MC".: pAN1..2f. rz: -, NAr,.... ri-i;:=,Ertcir_. , ; :.:IrDci=-s ••.JPLV 90J'. jV^YJ HW1 0 .I..i.l.GJ 205 9001 3045 HTY 12 2.50 . '1'nca.'. `;er..e.i;,:; c.mnunts 03.7i CFi1.f.1834 J U6EI1 :[Ii° NANCi' ,'i :;7k;?,y;;:_?.•>:rt:?n::t; ,o;r.,; .;:?;r;:a;,,?s??rk?";?>kr,r;t?r,?%Yk:^;+;%d:Fi:Y,tP.4 1999 BUILDING PERMIT APPLICATION (CONIMERCIAL) f CITY OF EAGAN 651 681-4675 '1?-? S Reauirements to 6uildina oermit Foundation Onl New Construction Interior Im rovement • Structurel Plans (2 sets) • Architectu2l Plans (2 sets) • Architectu2l Plans (2 sets) • Civil Plans (2 sets) • SWUural Plans (2 sets) • Code Malysis (1) " • Code Malysis (1) " • Civil Plans (2 sets) • Project Specs (1 set) • Project Specs (1) . Landscaping Plans (2 sets) • Key Plan , • Spec. Insp. 8 Testlng Schedule •' • Code Malysis (1) " • Master Exit Plan • SAC datermination letter from MC/ES - • SAC detertnination lener from MClES - call • SAC detertnination tetter from MCIES - pll call 651-602-1000 651-602•1000 651-602-1000 • Spec.Insp.BTestlngSchedule (1) " • EnergyCalwlations (1)notalways" • ProjectSpets (t) • EIec.PowerBLightingFOrtn (1)notaMays" • EnergyCalcula0ons (1) " • Electric Power & Lighting Fortn (1) " • Master Exit Plan • Soils Re oA (1) 1 " Contact Building Inspections for sample Food & beverage or lodging facilitles: Plan must be submitted to Minnesota Department of Heatth. Call 651-215-0700 for details. DATE: -<-- ,7' /9 WORK TYPE: _ NEW L"' REMODEL DESCRIPTION OF WORK: CONSTRUCTION COST: -77S J-77 ? SITE ADDRESS: -SD LOT ! BLOCK ?-? SUBD. PROPERTY OWNER -Z?; - (0 -? ` P.I.D. # Name: aG C ? , -5-- ? Phone #: Last First T Street 3? orl< Ciry <?-? /"C/ !/L - `??? Orl-l"r ei rh P^oducl;'? TENANT NAME: SUITE #: /3 State: Company: DG- N .11 1 Phone #: CONTRACTOR Srreet Address: City State: Zip: Jrs?? 2? Zip: ARCHITEC'C/ / ENGINEER Company: Phone #: ? Name: Street City . Registration #: _ State: Zip: Sewer & water Iicensed plumber (onlv if installina sewer & water): I hereby acknowledge that I have read this application, state that the information is cortect, and agree /to/ comply w' all applicable State of Minnesota Statutes and City of Eagan Ordinances. ^??i?N? / ) Signature of Applicant: `1? OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 25 Miscellaneous WORK TYPE ? 26 Public Facility ? 28 Greenhouse ,b 27 Commercial/Industrial ? 29 Antennae 0 31 New ? 34 Repairs ? 37 Demolish Bldg. ? 43 Siding/Soffits/Facia ? 32 Addition 35 Tenant Impr ? 38 Demolish (Inte(or) ? 44 Windows/Doors ? 33 Alterations ? 36 Move Bidg. ? 42 Reroof ? 45 Fire Repair GENERAL INFORMATION Const. (Actual) (Allowable) UBC Occupancy Zoning # of Stories Length Width APPROVALS Planning Basement sq. ft. First Floor sq. ft. sq.ft. sq. ft. sq.ft. sq.ft. Footprint sq. ft. Building Census Code Y3.9 SAC Code 3d No. of Units ? No. of Bidgs. e9 MC/ES System City Water Fire Sprinklered Engineering Variance Permit Fee -,) '?- Surcharge Plan Review MClES SAC -? City SAC ' Water Supply & Storage ^ S/W Permit ? S/W 5urcharge ? Treatment Plant -' Park Dedication ? Trails Dedication ?- Water Quality i Other ? Copies VALUATION: % SAC SAC Units Meter Size ?$- o(go : Total ? 13 ? ? ` ?] (W ? CITY USE ONLY L: B fT RECEIPT#: D L SUBD. . I RECEIPT DATE ? - ?"(- ' 9 .APPROVED BY: 6 INSPECTOR PLiIMBING PfiRMIT #3 0 1 q 1999 PLUM$INCY PEftMIT (COIriMERCLecL) CITY df EAflAN S$SO PILOT KNaB RD ?eA1v, rr[1v 55122 ' - (651) 6$1-4675 Please complete for"`?- all commercial/industrial buildings multi-Camily buildings when separate building permits are not required for each dwelling unit installation of backflow prevenrer in commercial areas or residential boWevards Date: 7- 23 -1°I Work Type: _ New Bldg. >c Add-on _ Repair _ U.G. Sprinkler _ RPZ Descr,pcionofwork:_ hIEW W4ven Sct,2ure6 Apro.?6 To E?ossr,c?J6 Sm t3qSF++ir-wT To inquire if Pressure Reducing Valve is required on new service, call 6814646. FEES 1% of conhact price or $30.00 minimum Contract Price: S/Z? O0O 106 x 1% _ $ f Zd ? COMPLETE THIS AREA ONLY IF INSTALLING LiNDERGROUND SPRINKLER SYSTEM BackilowPreventer Permit Fee - $ 30.00 $ R'ater 114eter. 2" Turbo - $ 889.00 unless plan approved for smaller size 5 Serviee: _ existing (if conilng oFf domestic line) OR _ new If'7newseivice". contnct Jer n Wobschall Frnance Cansu(tniri to conTrm adrfin (ees for W ater Permit & Surcharge - $ 50.50 $ W'ater Supply & Storage - 5 825.00 ? Water Treatment Plant Char{;e - $ 468.00 $ Permit Fee $ / 20 . •O State surcharge is calculared from Pemtit Fee at right - S.50 for each S1.000 with a minimum of $.50 due State Surcharge $ , sa Total Fee $ 110, 5-0 I hereby acknowledge that I have read this application, state that the information is conect, and agree to comply with all applicable Ciry of Eagan ordinances. It is the applicanYs responsibiliry to notify the property owner that the Ciry of Eagan assumes no liabiliry for any damages caused by the City during iu normal operational and maintenance activities to the facilities consaucted under this permit within Ciry property,'right-of-way/easement. SITE ADDRESS: 3045- /7ZG TENANTNAME: _ LIwLL Si44uST2zf'5 TELEPHONE#: Co-51 4S4- 4-,'O6 (AREA CODE) INSTALLER NAME: _ OAk6Tff PLU.MQL7JG TELEPHONE #: S/ - ls-0' 66¢S- (AREA CODE) STREET ADDRESS: kE.-/nM-Bd'C D.¢evE' JwrreS' /OL CIT1': E?¢6?0?? STATE: PVN. ZIP: cSS-/z Z exll' SIGNATCJRE OF PERMITTEE .a. CITY USE ONLY i/ ? ? DOMESTIC n1ETER SIZE ? !? COMPOUND TiJRBO 7 --.93?j? PRV: Yes Na • Contact Utility Billing Division for price: 651- 681-4631. IRRIGATION DIETER SIZE: • 2" turbo unless approval for"smaller meter granted by Public W orks. • Contact Utility Billing Division for price: 651-681-4631. PRIOR TO SELLING A 11TETER: • Enrer site address oti Screen 301, Permit Inquiry, to obtain sewer and water pem'ut numher. • On PIMS Screen 320, enter sewer and water permit #[o check that hydrostatic, conductiviTy, and bac[eria tests have been approved. If not, do not issue me[er. 1lisccilaneous Information • Meter larger than 5!8" - ask plumber to wait while you call Central Maintenance (ext. 300) and verify that one is in stock. • To schedule inspection of [he inside water line and backflow preventer, call 651-681-4675. • To schedule water rum-on, call 651-681-4300. CD/Permit forms/plbe permit (comm) 1999 EA 's ^? a? bx`?r ' k, ?.? z?'s • r.a f + ?' " ? A r. ?3. '? a r.w?. :y is$ ?!? `I3i e. .a . ??: ? A Zf? ?:3W'E3 ?h}51 ?i'? h?c iw 5?^. `.5'°>e 1;4' °a€ t r ?F'{ ? Y3 ?.y? ts 1??t Y !.? t d qn . F ? JC d c L j -J a3 4 . ?. 1: y )1 '. ? ? qs , i +` ,k '? f f . ? k ?.,, 3` ? Y r ? P°"•,.?,d,3r,,?,??? ?tL? ?at??.'T?-sxr??'§?r?ie"'?lV?dr'i??Mr?''[??§??P?r,-?is'?--?-"n.c imt f'.T,t? gr d i rv i=;'P'M1i?d byyFfSa°?T H . 1?u ?e? . ? CITV OF EAGAN ?.. - ... ? CASHIEk: F(F: TEFI1INAl. NO¢ 868 DATE; 07/26/93 TIME: 03:29:35 ? NAME; DAKOTA PLUMRIhG j?. 3716 9220 2' COMP. i.i,?'i5.00 3212 9001 2' COtiF'. . 120.00 „ 2155 9003 2' COMF. 0.50 ? h.:r G_. Total Receip+, Amoiln#; 1.875.50 CF1342i5 USEF; ID: KATHI h, ?????****?*?**?*?***#?*?****?***?***##? 5 7 , 4'Ss r n7?.x? e . tr S sa: . , 4 : ' ., - i 4 ?.? t '?'?P `h +'?w ?cl` ?^A"it ? ? ? ? - _ •3 .?3 r ? ?. J . ? b ? j'T ?.,F tA4 f - _ ??.f p t? . ?? ?i -13?. ? n .4 P h:...?31 ? C •yJ? yC yY? } ' . . .. . , . t .•i .? . .., , y - . ' . . .' :.. . ; _ . . ...? . ., _ .. • f? ?, : . . F ..' :." _ . .. x. rt.t?.a. v' ',?.>. ..,a,z:•vs f ? T- ?.;e -, ?z . i.-?.?.. .: . ? ? 4- e , t . . . . _ ? r ,: .- . . _? . . ?.. a. ... . . .... .. .. ,' . . , ''r -: : •. -. .. . _, , .. . .. . ? . "-, -?. n -.r '?.?, •- ?°? . , . .... ) ..:. .. _ , „ _ ' 2..^? : ` ? '. • .;. ... e . . ILi e NAME:: IJJLL IN'CE::RNA"iIONAL. 321.0 900i 304.5 NWY 1:3 'J23.i.°i 3422 `J-DI):L ;3t.145 HWV 1.3 600,44 2155 9007. 3045 HWY 13 411:1.00 ? t To1:a1 Receipt Amount. 1.,S63,i.3 C,fi 11:36F;8 UaE'F: TI): NpNCY ?F?M#YF?k*? %? ?k MX??k?X YF??k X??F?k %c?%?X ?Xh?X?A: ?ikMkc?k?X ?k ? ?k*?X? I 1999 BUILDING PERMIY O PEL?ICA? TION (COMMERCIAL)C c^ n _ ?2? C) 651 681-4075 A I ` ? L9 Reauirements to buildina oermit l? Foundation Onl New Construction Interior Im rovement • SWCW21 Plans (2 sets) • Architecturel Plans (2 sets) • Architeclural Plans (2 sets) • Civil Plans (2 sets) • SWCUraI Plans (2 sets) • Code Malysis (t) " • Code Malysis (1) •' . Civif Plans (2 sets) • Project Specs (7 set) • Project Spacs (1) • lanASaping Plans (2 seLS) • Key Plan. • Spec. Insp. 8 Tesling Schedule " • Code Malysis (1) " • Master Exit Plan • SAC detertninatlon letter from MC/ES - • SAC delertnination letter Bom MC/ES - pll • SAC delertnination letter from MGES - wll ca11651-602-1000 651•602-1000 651-602-1000 • Spec. Insp. 8 Tesdng Schedule (t) " • EnergY CalculaGons (1) not ahvays" • Project Specs (7) • Elec. Power 8 Lightlng Form (1)rataMays " • EnergyCalalations (1) '• • Electric Power 8 Lighting Form (1) " • Master Exit Plan • Soils Re ort (1) 1 " contact 8uilding Inspections for sample Food & beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 651-215-0700 for details. DATE: 7 !'?1 Z WORKNPE: ?NEW ?MODEL DESCRIPTION OF WORK: LDU iC. P?.j a CONSTRUCTION COST: SITE ADDRESS: 3b 4?S /14`'29 0 1 i ? c-? ? TENANT NAME: 1,vL6-LOT ? BLOCK a (0 SUBD. S-C GA--1 vvq C) P.I.D. # PROPERTY OWNER CONTRACTOR ARCHITECT/ ENGINEER L-ULL ---?-??T Last First SUITE #: Phone #: ? -57 - !v dr-( , ^ / Z lO 3 Street Address: 13 City State: // '/ Zip: Company: --I v' Phone #: Street Ciry State: Zip: S 5'-i 2 2 !r/Z_gr-!-770 / / Company: ? ?. ,? 1 S Phone #: (? $7-- Z,?,I- Name: ( A/, Registrarion #: IO 7Z 7 Street Address: ff _ Ciry eQc, a--- State: ? Zip: 2-3 Sewer & water licensed plumber (onlv if installina sewer & water): I hereby acknowledge that I have read this application, state that the information is correct, and agree to com all applicable State of Minnesota Statutes and City of Eagan Ordinances. JUL 9 Signature ofApplicant: ; ? ?• V ( ldG, rl L, - 14 OFFICE USE ONI_Y BUILDING PERMIT TYPE ? 01 Foundation ? 26 Public Facility ? 28 Greenhouse ? 25 Miscellaneous 27 Commercial/Industrial ? 29 Antennae WORK TYPE ? 31 New ? 34 Repairs O 37 Demolish Bldg. O 43 Siding/Soffits/Facia )9?32 Addition ? 35 Tenant Impr ? 38 Demolish (Interi or) CI 44 Windows/Doors ? 33 Alterations ? 36 Move Bldg. ? 42 Reroof ? 45 Fire Repair GENERAL INFORMATION Const. (Actual) Basement sq. ft. Census Code (Allowable) 1? First Floor sq. ft. SAC Code _?30 UBC Occupancy F- z- sq. ft. No. of Units o i Zoning Z-1 sq. ft. No. of Bldgs. ? # of Stories _L sq. ft. MC/ES System Length I zo sq. ft. City Water Width 31- Footprtnt sq. ft. S 6 Fire Sprinklered APPROVALS Planning Building 0 V Engineering Variance Permit Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage 5/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies Total ??-On VALUATION °/a SAC SAC Units Meter Size ? g q0/ bcc) ? L _I B ? SUBD. APPROVED BY: CITY USE ONLY INSPF.CTOR RECEIPT #: RECEIPTDATE PLiIMBING PERMIT # J?S 1999 PLUMeuvEi PERMrr (coMMEiciAL) crrY oF E,aGM 3$30 PILOT KNOS $D EA&AN, MN 55122 (651) 681-4675 T Please complete for: all commerciaVindustria] buildings multi-family buildings when separate building permits are not required for each dwelling unit installation of backflow prevenrer in commercial azeas or residential boulevards 3- Date: Work Type: _ New Bldg. Add-on _ Repau _ U.G. Sprinkler _ RPZ DescriptionofWork:_ Ti.rSI-o-I? =?y.J g To inquire if Pressure Reducing Valve is required on new service, ca11681-4 46. FEfS 1% of contract price or $30.00 minimum Contract Price: $ 3, Gz?r- x 1% _ $ COMPLETE THIS AREA ONLY IF INSTALLING UNDERGROLIND SPRINKLER SYSTEM Backtlow Preventer Permit Fee - $ 30.00 $ W ater Meter: 2" Turbo - $ 889.00 unless plan approved for smaller size $ Service: _ existing (if comina off domestic line) OR _ new If "neir service", contactJeriv Wobschall Finance Consultm7t to confirm addingfees for Water Permit & Surcharge - $ 50.50 $ Water Supply & Storage - $ 825.00 $ Water Treatment Plant Charge - $ 468.00 $ Permit Fee $ State surcharge is calculated from Pemvt Fee at right - S.50 for each $1.000 with a minimum of $.50 due State Surcharge $ . SC Total Fee $ ,3c-, - S C% I hereby acknowledge that I have read this application, state that the informarion is correct, and agree to comply with all applicable Ciry of Eagan ordinances. It is the applicant's responsibiliry to notify the property owner that the Ciry of Eagan assumes no liability for any damages caused by the Ciry during its normal operational and maintenance activiries to the facilities constructed under this pemilt within Ciry property,`right-of-way/easement. SITE ADDRESS: l3 TENANT NAMP: l v- I? =nrc?ws rr aF5 TELEPHONE #: (ARFA CODH) IP]STALLER NAME: Qq IC vy - ? ; 4 , P( hd/-/7TELEPHONE #: ( Sl -6/:S (AREA CODE) STREET ADDRESS: 3 E .5%', f?E?•.r6i:3f.-t D!- CITY: IE-F,f .A STATE: M.? ZIP: .) S/.3--.:?_ SIGNATURE OF PERMITTEE iN CITY USE ONLY DOMESTIC METER SIZE COMPOUND TURBO PRV: Yes No • Contact Utility Billing Division for price: 651- 681-4631. IRRIGATION METER SIZE: • 2" turbo unless approva] for smaller meter granted by Public Works. • Contact Utiliry Billing Division for price: 651-681-4631. PRIOR TO SELLING A METER: • Enter site address on Screen 301, Pemvt Inquiry, to obtain sewer and water permit number. • On PIVIS Screen 320, enter sewer and water permit # to check that hydrostatic, conductiviry, and bacteria tests have been approved. If not, do not issue meter. Miscellaneous Information • Meter larger than 5/8" - ask plumber to wait while you call Centra] Maintenance (ext. 300) and verify that one is in stock. • To scUedule inspection of the inside water line and backflow prevenrer, ca11 65 1-68 1-4675. • To schedule water tum-on, ca11 65 1-68 1-4300. ? CD/Permit forms/plbg permit (comm) 1999 " L I BL ORG CITY USE ONLY I SUBD. 9 RECEIPT #: q3 7`3 (p RECEIPT DATE: &1,;73 )9r, 1998 PLiR+B2NG PERMIT (COMMRC CITY OF EAGAN 3830 PILOT IINOB RD EAGAN, MIId 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 boulevazds Date: 6l/S1,;? ,S' Work Type: New Bldg. Add-on Repair _ U.G. Sprinkler Is Water Meter Requ'ued? Yes `---No Water Flow GPM To inquire if Pressure Reducing Valve is required on new service, call 681-4646. FEES 1% of contract price or $25.00 minimum Contract Price: $/A IJuz?' x 1% _ $ / /U •LN- COMPLETE THIS AREA IF INSTALLING SPRINKLER 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 servrce" add Water Permit $ 50.00 = $ WAC $ 780.00 = $ Water Treatrnent $ 420.00 = $ City Installed Tap $ 300.00 = $ Permit Fee $ State surcharge is $.50 per $1,000 of ep rmi7 fee or minimum of 5.50 per permit State Surcharge $ ^ SG? Totsl Fee $ I hereby acknowledge that I have read 1Lis application, state that the information is correct, and agree to comply with all applicable Ciry of Eagan ordinances. It is the applicanYs responsibiliry to notify the properiy owner thaz the City of Eagan assumes no liability for any damages caused by the Ciry during iu normal operational and maintenance activities to the facilities constructed under this permit within City property/righUOf-way/easement. SITE ADDRESS: 30 Y.S !-lt,.Jv ? .? TENANTNAME: LvII IncA„cT?,Fs INSTALLER NAME: n,4ko i-h P( 6c. f H r7e TELEPHONE #: L/Sc/-6C?YS' _? STREETADDRESS: 3GS0 Kv.rA1tr&-c Dr CITY: E ^ STAT'E: AAJ ZIP: SS/a-at SIGNATURE OF PERMITTEE CITY USE ONLY COMMERCIAL PLUMBING PERMIT -1998 METER SIZE PRV Yes No Domestic Irrigation UTILITY CONNECTION (APPLIES TO NEW SERVICE ONLY) REVIEWED BY: 9/ Building Inspector Date To determine meter size ' See if it is indicated on back of Building inspections card • Enter address in PIMS Screen 301 to obtain S&W permit # * Check PIMS Screens 110 (Remazks) * IFgallons per minute are less than 25, a 1" meter will be required. If gallons per minute aze more than 25, a 2" turbo with strainer will be required. This informarion is to be supplied by the designer of the system. Coosult with Plurobing Inspector if Licensed Plumber does not know GPMs. Before sellina meter • Check PIMS Screen 320 for aporoval of inspection resulu. 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 costs. Write meter type and size on receipt, code to 3716-9220 (meter ponion only), and fonvard copy to Utility Billing Clerk. • Enter meter srze, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk. Miscellaneous Ioformatioo * The insial ler is to contact Building Inspections at 6814675 for inspection of the inside water line and backflow preventer. The Central Maintenance Division may be reached at 681-4300 for water rum-on. • If ineter is over 5/8", notify Central Maintenance so they can tell you if there is one in stock before plumber goes over there. JS/Forms.bid/plbg permit (comm) 1997 ? L ? CITY USE ONLY RECEIPT #: SUBD. f c. RECEIPT DATE APPROVED BY: ,INSPECTOR 199$ PLUMBINfi PEftMIT (COMMEitCIAL) CITY dF E4fiAN 3$30 i'ILOT KNOS itD £AfiAN, MN 5518E (612) 6$1-4675 Please complete for: all commerciaUindustrial buitdings multi•family buildings when separate building permits are not requimd for each dwdling unit backflow preventer to bo installed in commercial area5 or residential boulevards Date: l?/icL9d Work Type: V New Bldg. _ Add-on _ Repair _ U.G. Sprinkler _ RPZ Description of Work: _T?-, r:,-1 l R?ro-F Dr+; u` l3ncrtrcro? Gas?n c ? F( wk1r? 7TA To inquire if Pressure Reducing Valve is required on new service, ca11681-4646. F$ES 1% of contract price or $25.00 minimum Contract Price: $ 36, VVu x 1% _ $ 3490 , Uzr COMPLETE THIS AREA ONLY IF INSTALLING LiNDERGROUND SPRINKLER SYSTEM Service: Existing (if coming off domestic line) OR _ New Backflower Preventer Permit Fee»»»»»»»»»»»»»»»»»»»»»> $ 25.00 Water Flow GPM WaterMeterl" @ $189.00 Oi 2" Turbo @ $871.00 If "new service" add Water Permit $ 50.00 = State Surchazge $ .50 = WAC $ 807.00 = Water Treatrnent $ 444.00 = Permit Eee State surcharge is 5.50 per SI,000 of ep rmi! fee or minimum of $.50 per permit State Surcharge 60. vw- . SG Totsl Fee $ 3 GG . SO I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable Ciry of Eagan ordinances. It is the applicanPs responsibility to notify the property owner that the Ciry of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under this permit within Ciry property/righ[-of-way/easement. SITE ADDRESS: 3v YS N+.v v /'I - TENANT NAME: L ,I/ Sr.1 [lu5rr i C,5 3zgitS ? INSTALLER NAME: DAI<o?ra P i ke -t ?7 TELEPHONE #: `f5 y-L6 STREETADDRESS: 36SU KE?Ji?E/3Ec Ur CITY: ?A STATE: A^j ZIP: SSl 7-? (?,=:wmz ? SIGNATURE OF PERMITTEE CITY USE ONLY COMMERCIAL PLUMBIIVG PERMIT -1998 METER SIZE PRV Yes No Domestic ,t7l/ &"i'? Irrigation -?- ? ? UTILITY CONNECTION (APPLIES TO NEW SERVICE ONLY) To determine meter size • See if it is indicated on back of Building Inspections card • Enter address in PIMS Screen 301 to obtain S&W permit # • Check PIMS Screens ] ] 0 (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. T'his information is to be supplied by the designer of the system. Consult with Piumbing Inspector if Licensed Plum6er does not know GPMs. Before selline meter • Check PIMS Screen 320 for aooroval 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 rype and size on receipt, code to 3716-9220 (meter portion only), and fonvazd copy to Utiliry Billing Clerk. ' Enrer meter size, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk. Miscellaneous Information " The installer is to contact Building Inspections at 6814675 for inspection of the inside water line and backflow preventer. 7'he 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 stock before plumber goes over there. CD/Permit forms/plbg permit (camm) 1998 ?: - ' *:??, . .r'? . . . , . ., . . . ! 1 a . ` i . . e1 . 1 . 4 . ? . .? 1 . . . . . ?. 4 Site/Building St. Paul @ 3045 Main Building: Welding Weld Pole Barn Tire Assembly Blast Area Paint Prep Area Paint Shop Lull Square Footage Production Office Storage Sq. Feet Sq. Feet Sq. Feet 50,816 12,230 2,400 900 2,775 2,880 4,836 76,837 15,424 15,424 4,580 400 4,980 Building Sq. Feet 70,820 12,230 2,400 900 2,775 2,880 5,236 97,241 +12/30/97^ 1 fb1_ 0D"1?D0 - 67te7 - 07?0 ?E c?'i ts v\ "j MEMORANDUM TO: PAT CEAGAN, CHIEF OF POLICE ASSISTANT TO THE CITY ADNIINISTRATOR DAI.E WEGLEITNER, FIRE MARSHAL PLUMBING INSPECTOR BJL L }3' ELECTRICALINSPECTOR PUBLIC WORKS! ELYGINEERING DIVISION /UTILITIES/STREETS GEYE V.AINOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: WAYYE NIILLER, SUILDING INSPECTOR D.ATE: 13667-!?5' 30 44J #1.) Y RE: PLAN REVIEW k? 13U/L/'//1?? The _ preliminary Ll construction plans for / j/GL /AITBRIU14?770A1$L A?O are in our plan review section for your review and comment. Please return this form to Dale Schoe.puner with your signed comments and the date of review. If you have any concems with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building perxrtit: 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? Date CDlFOILMS/PLAN REVIF.W WAYNE M io-ooq ??-oio-?? . Contract vo.: Project No.: y7-L3P Ull Submittal Date: CITY OF EAGAN SEWER & WAT R P MTT Fi ACF FO M PROJECT DESCRIPTION: C?G?I,? S7Z ?0? ?9cl?l?' eL-9 C7 - GvG G- ,3 U 41 S- S/Bld? YI??a7yln?if9-! Substantial Completion of Sewer & Water Date of Occurrence STEP I; PFRMIS4ION TO HOOK T TP SANITARY SEWER WATER MAIN Lines Lamped and Acceptable Properly Chlorinated & Flushed Deflection Mandrel Test Passed Entire System Pressure Tested Manhole Structures Properly Enrire System Conductivity Tested Constructed (Cstg. & Cover, Rings, Cone, Al] Valve Boxes Accessible, Straight 1 ft. Secrions, Final Rim Setting, & & Keyed Build and Invert) Al] Valves Opened or Closed as Approp. Infiltration Test Bacteria Test Completed SERVICES All Wye Locations Confirmed All Curb Boxes Exposed, Set to Proper Grade & Marked with Fence Post Required Service Risers Televised COMMENTS: lJ, e? 771 //p /-7 G? , rTIG / 7-7t?5 STEP II• F L LISE P R IT (OCrT TPAN(')o STORM SEWER STREETS Lines Lamped & Acceptable Material Tests Checked & Passed CB Structures Properly Constructed (Cona Compressive Strength & Air (Cstg & Cover, Rings, 1 ft. Section, Content, Bitum. Extrac[ & Gradation, Invert, Final Cstg. Setting & Build, Gravel Base Gradation). DL-DR Correctly Set Rings & Cstg. Utility Stnzctures & Lines Cleaz & Free Set in Full Bed of Mortar) of Debris & Gravel (Gate Valves Keyed) Aprons, Dissipaters & Rip Rap Properly Installed COMMENTS: RECOMMENDATION: I herein venfy that the tests and inspections indicated above have been successfully completed. Any deviations or exceptions are described in my comments. With this considered, I recommend that permission to hook up or permission for occupancy be granted as appropriate to the above indications. Signed: roj ctInspe t Confirmed by: ^-L G: Forms& Lists/Sew& W atPertnitRel Form.doc Public Works epartment .. _ L_ I, g z(? S e vti?Jy-) q Jwin. C..ity UVater (fLiraic, Jru. 617 13th Ave So Hopkins Minnesota 55343 . (612) 935 - 3556 04/'30/1999 S. W. Lee Constniction 18833 Kristie Lane Eden Prairie Mn 55346 REPORT OF WATFTL ANALVSiS Leb fl: 36938 Our Laboratory reports these analytical results, defermined on a sample taken by CLIENT on 0412911999 from the following location, ? ? Lull Bldg. Fireline ? Eagan,Mn ( tf k/ ?? _ _.i Coliform aacteria c1/100 ml The results of these tests indicate that this well is producing water that meets the standards for F.H.A., V.A., or conventionai loans. This report is an artalysis for coliform antl nitrate only and does not indude analysis uf Lead and other confaminants. (Unless as specified by client). Cliniq Inc: Bill ck?ts ? tAnabiuallaMmmry ComdiUg Aqginem w,. noay.u rto.y?a. aoiie. we.ch:.kd. . Lb Certifuetien9 027-053•119 l'd Z6L6 L£6 NDIlof12i1SN0O 331 M S W08d WVVS°0 6661-EB-S E646 L£6 Jwirt (fity bllatea C'lin.ic, Jn.c. 617 13th Ave So - Hopkins Minnesota 55343 • (612) 935 - 3556 04/30/1999 S. W. Lee Constn.iction 18833 Kristie lane Eden Prairie Mn 55346 REPORT OF WATLR ANALXSiS Lab M. 36939 Our La6oratory reports these analytical results. determined on a sample taken by CLIENT on 04l29/1999 from the falowing location: LvU'Stilg. Jackpipe -- ? under Highway 13 ?Eagan,Mn Coliform Bacteria <1/100 ml The results of these tests indicate ihat this well is producing water that meets the Standards for F.H.A., V.A., or conventionat loans. This report is an analysis for coliform and nitrate only and does not include analysis or Lead and other contaminants. (uniess as specified qy Gient). T ter Clinic, Inc. Bill V e NvlyiulLWnwp, . (:wwWtirgfivginca WatmNulyais I:uq}nM. Bnd.r W.we C7?afridix fai.l`n:.xifuationt 027-053-119 Z'd Z6L6 L£6 NOIlof12i1SN0O 331 PA 5 W02i-?l PlVVS'0 6661-60-5 26L6 L26 TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIItE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILTTIES/STREETS GENE VANOVERBEKE, FINANCE DIItECTOR RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY ?id ' Z(:° FROM: MIKE BARCK, CONSTRUCTION INSPECTOR (BUILDING) naTE: 1 2/2- 5 Iq7 -- -=? ? SE-?T rv q , The _ preliminary construction plans for L(_) LL- I1VD. gv rkDiA/h' 4-,66 W. aze in our plan review section for your review and comment. 30ys J'1?7 13 Please retum this form to Dale Schoepgner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and norify 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. Comments: Indicate any fees that aze to be wllected 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 dedicarion ? Yes ? No Signature ZONING? Date JSlFORMS-BLD/PLAN REVIEW/MIKE B Tom Colbert From: John Gorder Sent: Wednesday, June 23, 1999 1037 AM To: Tom Colbert; Russ Matthys Subject: Lull Int. Grading/ Drainage _ 26 I met with Mike Lightner of Lightner, Inc. on site today to hear his concerns regarding Lull's grading operations. David Adkins representing Lull was there, also. Mike is concerned with the amount of drainage coming off of Lull's site now that they have it rough-graded. I explained to Mike the ultimate plan for the site (curb & gutter, pavement, storm sewer to capture the drainage) under the grading permit. Mike was satisfied with the ultimate improvements. We all agreed that something needed to be done to handle the drainage prior to the finish of the project. Adkins will contact the contractor to either install the storm sewer and inlet in the corner or temporarily grade the site to divert water to an existing f.e.s. at Meadowview Road to handle the drainage. Adkins will contact me with a schedule and I will pass it on to Mike Lightner. I will let you know what happens. John Id - D6 900 - D1o - Jcuin (fity bVater (flirtic, JnC. 617 13th Ave So . Ho kins, Minnesota 55343 • (612) 935 - 3556 12/04/t998 S. W. Lee ConstrucYion 18833 Kristie Lane Eden Prairie Mn 55346 REPORT OS WATER ANALYSIS Lab P. 36224 Our Laboratory reports these analytical results, determined on a sample taken by CLIENT on 12/0211998 from the fdiowing location: Lull Indusiries Eagan,Mn Riser In Building Coliform Bacteria cl/100 ml i-he results of these tests indicate thai this well is protlucing wmter that meets the standartls for F.H.A., V.A., or conventional loans. This repon is an analysis for coliform and nitrate only and tloes rwt include analysis of Leatl and other contaminants. (Unless as specified by dient). )2- 7- IZ ? Aulyini labonrory w,? nwy.;. x.,.ywu 7Ab Catiliuvtieo I 0274534.19 CnruulUm 4igimw R?+ilm Wamr (:heeoiW? ?d Z6L6 L£6 NOI1ofl2i1SN0O 33-1 M S W02id WdOV ° 6 866 1-90-Z l 26L6 L£6 TO: PAT GEAGAN, CffiEF OF POLICE JON HOFIENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIItE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DMSION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIItECTOR ' RICH BRASCH, WATER RESOURCES COORDINATOR MIKE RIDLEY, SEDTIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY FROM: MII{E BARCK, CONSTRUCTIOIY INSPECTOR (BUILDING) DATE: I 2/23l q 7 z ? SE?-r.oN `f The _ preliminary construcrion plans for L U LL IND. 8v 1z-diA/4 fl-41),i/. aze in our plan review section for your review and comment. 30 qS JI'w7 /3 Please return this form to Dale Schoeonner with your signed comments and the date of review. If you have any concems 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. Comments: Gen c/ /j2, ?i 67 : i,.>p ? D rddoa ? Gor?n {?A1,o .7 Nfa--q t iovf-r (!'-,142iS-/ i???a ?f2 7/ S',00 Indicate any fees that aze to be collected with the building permit: AMOUNT ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No landscape security required water quality dedication pazk dedication trail dedication tree dedication ? Yes ? ?, )LZA L S ?g ture i; /3?'7 ZONING? Y K`' G3\% G 917 I Date 1S/FORMS-BLD/PLAN REVIEW/MIKE B V l9? ?p t/G??? -? l PLEASE COMPLETE FOR ALL CONINIERCIAUINDUSTRIAL BUII,DINGS. ALSO COMPLETE FOR APARTMENT BUILDINGS OR OTHER MLTI.TI-FAMII,Y BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNTT. DAT'E: `B - t 2-°r y CONTRACI' PRICE: $ 1cl. 8°? s. o v NEW BUILDING Is INTERIOR IMPROVEMENT WORK DESCRIPTION: 4?.QSL C?..- l [) TU N4? a?_ Z"r'Sti 2 FEES . ,V ,;;.``AQv ?'?r' ? , r F' sE $ 1 RGReiwswR.ia'?iS:."r.:ix3)63 PROCESSED PIPING: $25.00 MINIMUM FEE: STATESURCHARGE TOTAL STTE + $.50 FOR EACH $1,000 OF :q??;PM FEE. $-±!-?-; ?g: 41 199. (15 "J OWNER NAME: ?--?•.1.? 1L i+?2 c TENANT NAME: (aMPxovEMErr[s oxt,Y) INSTALLER: l.A-7 l+ U Rr L. ADDRESS:? -9 q ?+e a. P. cll, CTTY: STATE: ZIP CODE: 55 1 ZZ_ TELEPHONE #: 4 S Z-2 UcS -? -° SIGNATURE OF PERMITTEE CITY INSPECTOR TELEPHONE #: S'A - 41 3 D O 1994 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 (612) 6814675 ? L ? BL I SUBD. APPROVED BY: !P) CITY USE ONLY r? Q RECEIPT#: K- / RECEIPT DATE: ,INSPECTOR 1998MECfit4NICAL PEitMIT (COMMEiC1AL) CITY OF E*6AN S$SO PILOT KNOB !iD EAfiAN, MN 55122 (61E)6$1-4675 Please complete for: all commercialfindustrial buildings multi-family buiidings when separate permits are not required for each dwelling unit `S 1- 3 DATE: / /S / CONTRACT PRICE: 000 w u?iZIC TYPr.: ? I1r,W Cvi3ST'nJi,TION iivTEiuOR IIviP :GVE1viENT - C, ) 2% Te^J DESCRIPTION OF WORK: 4>vG7,..b2K? 41/Z40, GjHS FEES: 1% of contract price OR $25.00 minimum ee, whichever is greater. Processed piping - $25.00 CONTRACT PRICE x 1% 0 )3 Q O o? PROCESSED PIPING PERMIT FEE STATESURCHARGE TOTAL SITE ADDRESS: Or' ?J `??a ! 3 0 / o0 --- 0 4S" -)0- 3 91s vnJ( zS ($.50 per $1,000 of oermit feE due on all permits.) OWNER NAME: ? v L L. &v ?P/r?C/?7 PHONE #: TENANT NAME (nvrnROVEMExTS oNLY): INSTALLER: 55or. l/a;'? ADDRESS: ?tL'2(!r, 6v 7?,E12 97PHONE #: G (7 ? CLF1?R?? S%. PeuL STATE: ZIP: S 5106 v? SIGNATURE OF PERMITTEE MLT?'sOPOdV?Afl ???? ????? ?OMW11VMon T„r, c? ? May 28, 1986 Mr. Dale Peterson Building Inspector City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Peterson: This letter is to inform you that the Metropolitan Waste Control Commission has made a SAC determination for the Lull Engineering Buildings to be located at 3045 Highway 13 within the City of Eagan. It has been determined that 16 SAC Units should be assigned to this development. This determination was made as follows: SAC Units • Charges• MainBuilding Office 17380 Sq. Ft. @ 2400 Sq. Ft./SAC Unit 7.24 Assembly 52240 Sq. Ft. @ 7000 Sq. Ft./SAC Unit 7.46 Total Main Building: 14.70 or 15 Welding Building Welding 4500 Sq. Ft. @ 7000 Sq. Ft./SAC Unit 0.64 or 1 If you have any questions, please call. 3'r rely ? Donald S. Bluhm Staff Engineer DSB:RWJ:blm cc: S. Selby, MWCC C. M. Wright, Lull Engineering Co. Metro Square Building, Saint Paul, Minnesota 55101 612-222-8423 L OFFICE USE ONLY ? pg L a? ?,j RECEIPT#: ID C/ ' SUBD. RECEIPT DATE: S SF 1997 PLUMBING PERMIT (COMMERCIAL) cirr oF enoAN 3830 PILOT KN08 RD EAGAN, MN 55122 (612) 661 -4676 Please wmpkte Tor: . all commerciaVindustrial buildinga. • muki-iamlly buildings when 9eparate pertnits are tQj required for eech dweliing und. • badcNOw preventar to be instalbd in commercial areas or residential boubvaMs DATE: y-aa- 9? WORK TYPE: x New Const. _ Add-0n _ Repair DESCRIPTION OF WORK: IS WA7ER METER REQUIRED? X Yes _ No. ARE FLUSHOMETERS TO BE INSTALLED? _ Yes -k No UNDERGROUND SPRINKLER 3YSTEM iNSTALLING METER7 _ Yes _ No. NEW SERVICE7 _ Yes _ No WATER FLOW: GPM. Pressure Reducing Valve mey be repuired H installing new service • contact Cilys Engineering Department at 881-4646. FAILURE TO PROVIDE THE ABOVE INFORMATION WILL RESULT IN A DELAY OF METER ISSUANCE FEES Minimum fee ol $25.00 or 1°h of wntrect price, whichever is greater. Minimum SWte Surcharge oi $.50 due on all pertnits. o?) ? z 1°,6 = /Oa• q?Yt . $O = $ /,p? 10.2.97 CONTRACTPRICE: $ 20, ?'/ COMPLETE THIS AREA ONLY IF INSTALLING UNOERGROUND SPRINKLER SYSTEM &4CKFLOW PREVENTER FEE $ 25.00 = $ WATER PERMIT (new service only) 50.00 = $ WAC (new service onfy - per cannection) 780.00 = $ WATER TREATMENT (new service only - per connection) 420.00 = $ CITY INSTALLED TAP 300.00 = $ METER: t" = $185.00, 2" TURBO = $846.00 = $ PERMIT FEE FlGl1RE SURCHARGE AT 60 CENTS FOR EVERV $1,000 OF pERM1T FEE DUE STATE SURCHARGE TOTAL a ?/d3 ?? I lieieby acknowledge that I have read thia aDPlicalion, 6tale Mat the inMrtnation is correct, end agree to compy with all applicable City ot Eagan oWinances. tt is tAe applicanYa responaibility to notHy the propeky ovmer Met the Cily of Eepan assumes no liabiilry Por eny Camapes caused by the City during its nortnal oparational and maintenance activitiesJ lto the facilkies constructed under thb permk within Cily property/righta}-way/easement. SITE ADDRESS: TENANr wune: .( UL L .r.cJl?cCS7?,?iF.s' sre. a: ONRJER NAME INSTALLER NAME: .L.D,j?E .Z?jC. 7ELEPHONE #: STREETADDRESS: cm: srnre: 1?4.J zia: S.S?37r APPLICANTS SIGNATURE OFFlCE USE ONLV • NEVERBE 81DE OFFICE USE ONLY PLUMBING PERMIT (COMMERCIAL) METER SIZE Domestic Irrigation UTILITY CaNNECTION (APPLIES TO NEW SERVICE ONLY) $ r? ) /i '? Buiiding Inspector w ?/Z' Date To determine meter size • See if it is indicated on back of Building Inspections card • Enter address in PIMS Screen 301 to obtain S8W permit # • Check PIMS Screens 110 (Remarks) • If gallons per minute are tess than 25, a 1" meter will be required. If gailons per minute are more than 25, a 2" turbo with streiner will be required. This information is to be supplied by the designer of the system. Consult with Plumbing Inspector ii Licensed Plumber does not know GPMs. Check PIMS Screen 320 tor a oroval 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 Utility Billing Clerk. Enter meter size, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk. Miseellaneous Infortnation The instalier is to cordact Building Inspections at 681-4675 for inspection of the inside water line and backflow preventer. The Public Works Department may be reached at 681 -4300 for water tum-on. If ineter is over 5/6, cali Public Works and let them know so they can tell you if they have one in stxk before plumber goes overthere. Em _ Yes _ No U"Z CITY USE ONLY L :"P& suso. ,^ k 9 RECEIPT#. ? / q`55 RECEIPT DATE: °?s/'q f-I 1997 MECHANICAL PERMIT (COMMERCIAL) cin oF eacaN 3830 PILOT KNOB RD EAGAN, MN 55722 (672) 681-4675 Please complete for: ? all commerciaVindustrial huildings. ? multi-family buildings when separate permits are not required for each dwelling unit. DA i E: 7/ f B CONTRACT PRICE: JJr. OQO oG WORK TYPE: NEW CONSTRUCTION ? INTERIOR IMPROVEMENT DESCRIPTION OF WORK: 0 1 FEES: ?$25.00 minimum fee or 1% of contract price, whichever is greater. ? Processed piping - $25.00 ? State surcharge of $.50 per $1,000 of oe rmit fee due on all permits. CONTRACT PRICE x 1% PROCESSED PIPING STATE SURCHARGE TOTAL tv-0 o-- 50 ? #15 ps0' SITE ADDRESS: 2i 0 4y OWNER NAME: tIv l.L. r,001P,l.N7 TELEPHONE TENANT NAME: (iMaROVEMENTS oNLY) INSTALLER: ADDRESS: CITY: 5 7. kJL STATE:ge ZIP: -5-S-/'0 Q PHONE #: 48 S-a ZT1 SIGNATURE: ? „iV SIGNATURE OF PERMITTEE CITY INSPECTOR Lot , Plat Blk PID # 10-00900-010-26 SewerNvater permit # Date Receipt # CITY OF EAGAN 1995 SEWER & WATER CONNECTION CHARGES EXISTING COMMERCIAL PROPERTY 1 z,,,, , ) r,., G, 1?,,, PC? y?? 3z'.4µ ? I LAv Sewer connection SAC ($9 unit) Date previ ly Receipt # Sewer permit and Subtotal Tap Tap Total Sewer & water connection charges SAC ($95 it) Date previous ic Treatment plant ($37,g Sewer & water permit Subtotal Tap(s) Receipt unit) -.10? 100•5d The number of SAC units is determined by the Metropolifan Counci! Wastewater Services. A plumbing permit is also required. It will be issued only to a plumber licensed wifh the City or to the building owner if he is actually doing the work. OFFICE USE ONLY Property owner LULL ENGINEERING (BILL SHARPE) Address Phone no 3045 HWY 13 454-4300 g? wA7ErzF^Ai+i Water connection charges Treatment plant ($372/SAC unit) Water permit & surcharge 50.50 Subtotal PRV No- No. of taps _lVz> Rahr./ btn-Al- c.9: t? Assessments y6 66 9- Plumber Waiver y -o S SPECIAL ASSESSMENT SEARCH SUMMARY AS OF: 03/01/1995 PROPERTY ID: 10-00900-010-26 S/Af ASSESSMENT DESCRIPT. YEAR TM RATE 100040 SAN SW TRK 1967 30 6.0000 100344 WATER AREA 1976 15 8.0000 101161 SAN SEW LAT 1986 10 9.0000 ------ SUMMARY OF LEVIED ****** 1995 P&I CERTIFIED ------ SUMMARY OF DEFERRED ------ Si7MMARY-OF PENDING ------ SUMMARY OF CLOSED TOTAL ANN.PRIN. PAYOFF CD 3314.50 110.48 221.06 15709.60 0.00 0.00 CL 20233.50 2023.35 2023.35 23548.00 2133.83 2244.41 2517.94 0.00 0.00 0.00 0.00 0.00 0.00 15709.60 Press ENTER; or F1, F4, F5, F7, F8 3oqs 4wY, ?3 city of eagan MEMO TO: PEGGY REICHERT, COMMUNITY DEVELOPMENT DIRECTOR FROM: JOHN WINGARD, DEVELOPMENT/DESIGN ENGINEER DATE: JUNE 1, 1994 SUBJECT: LULL ENGINEERING COMPANY REVIEW OF SITE I have reviewed the Lull Engineering Company site located in the northwest corner of Meadovwiew Road and STH No. 13. The review comments would apply to a new development. Unless otherwise directed by Ciry Council, these standards have applied to businesses seeking a major corporate expansion or redevelopment. The following list is our review comments that would allow Lull to comply with our new development standards: 1. Plat the property. (See attached haif-section map of this site.) 2. Provide easements for storm sewer line across nortfi edge of site. 3. Storm sewer line that outlets onto Lull property and has been a serious erosion problem needs to be extended across the north edge of the site. (See attached pictures.) The extension of this storm sewer line should be done as a public improvement project. 4. Upgrade the parking lot to a bituminous surface with concrete curb and gutter. Add storm sewer to drain parking lots. 5. Construct water mains and hydrants to improve fire protection to the site. Currently, the water main and hydrants only exist along Meadowview Road. (See attached contour map that shows locations of existing utilities in the area.) 6. The Luli site is not hooked up to City water. They are being served by sanitary sewer from the existing 36" line on Highway 13. 7. Improve signage on the site. 8. Provide storage structures to elimninate outdoor storage. I would be happy to meet with you to discuss any issues you have about this site. evelopment/Desig Engineer JPW/11 cc: Tom Colbert, Director of Public Works Mike Foertsch, Assistant City Engineer Attachments: Half-Section Map Pictures Contour Map CITY OF EAGAiV APPLICATION FOR PERMIT SEWER AND/OR WATER CONNECTION D10TF: PAYMFpIP OF FEE AT 1'IIM pg APPI.iCATION DOES WT CODb'PIISIIE APPROVAL OF PERPIIT. INSPF]GTION OF SESM ANID/CH2 WAI12 TTR'TAT.iATTON$ F]IM NO'r B.''•'SCBE? = vrrrII. PEP-MIT aAS BM . APPROVFn. -**.**?*********.k****:#**?*.:*#*, P ease Print ? 1) pROPERTY ADDRESS: 3045 HIGHWAY 13 •- LEGAL DESCRIPTION: . Lot Block Subdivision or Tax Parce ID ) IP E:?2STING S1RL'CMME, DATE OF ORIGINAL BUZLpINv pERMIT ISSL'ANCE: ? - PRESENT ZONING/pROPOSID L'SE: {M?n ear rik CONP7EEtC2AL/REPAIL/OFFICE IbIDC'STRIAL, [] INSTITIPPIONAL/GOVII2NMENT 2) ? NAME: ADDRESS: CITY. STATE, ZIP: PHONE: LULL ENGINEERING 3045 HIGHWAY 13 EAGAN, MN 55122 s) ¦ueu„i:?g NAME: tANICAL ADDRESS: 3600 KEiJNEuEC DR14E, EAGAN, MiNN.55122 CITY. STATE, ZIP: _PHONE: MASTER LICENSE# 001445M2 4) •• •.,A _ ADDRESS: CITY, S'1'ATE, ZIP: PHONE: LTJL:." EyGINEERID"1G ACt].V2 .. . FxP1TEd Not recOrded Staff t1a1 'S) ° "• '?• :? •a? 7? CONNEC.TION T0 CITY SEWII2 ? CpNNFCTION TO CITY WATER a prnM . . 6) ° • •?' ? PLF,ASE HOLD APPROVID PERMIT FC)R PICK-OP BY ONE OF AB(}E ? PLEASE MAIL APPROVID PEE2MIT TO 1, 2¢, pBOVE (Circ e one) R-1 S2NGLE FAMILY ? R-2 DLPLEX (Zt.o Lnits) ? R-3 7UWNHOLISE (Three + Units) ( pnyts) R-4 APARTP'a7'i'/COhIDbMID1I0M ( Units) %3; FOR CITY USE ONLY P RMIT SSUED <rec - Q6 5116 e (,o Pd w/Bldg. Permit FEES: $ $ 5 U SEWER PERMIT (INCLUDE SURCHARGE) $ $ WATER PERMIT (INCLUDE SURCHARGE) $ $ WATER METER/COPPERHORN/OOTSIDE READER $ $ WATER TAP (INCLC'DE CORPORATION STOP) $ $ SEWER TAP $ $ ACCOUNT DEPOSIT - SEWSR $ $ ACCOONT DEPOSIT - WATER $ $ WAC $ 2-60•!7!J $ SAC $ $ TR[JNK WATER ASSESSMENT $ $ TRLNK SEWER ASSESSMENT $ $ • LATERAL BENEFIT/TRONK SEWER $ $ LATERAL BENEFIT/TRUNK WATER $ $ WATER TREATMENT PLANT SLRCHARGE $ $ OTHER: $ zz) o $ TOTAL ys ? RECEIPT # ' .- ---- ^RECEIPT # - DOES UTILITY CONNEC TION REQLIRE EXCA VATION IN PDBLIC RIGHT OF WAY? Q YES IF YES, THEN A" PERMIT FOR WORK WITHIN PUBLIC Q NO ROADWAY" MLST BE DIVISION LIS ISSUED BY THE E[VGINEERING . T AS A CONDITION. SL'BJECT TO THE FOLLOWIIVG CbNDITIONS: APPROVED BY: TITLE: DATE : . -A lflCONTRACTOR'S MATERIAL & TEST CERTIFICATE PARTS A b C- SPRINKLEfi & WATER SPFAV ABOVEGROUND PIPING (Fill Out Seperate Certificate For Each Riser), FROCEDURE . UPON COMPLETION OF WORK, INSPECTION ANU TE5T5 SHALL BE MADE 8V THE CONTRACTOR'S REPRESENTATIVE AND WITNESSED BV AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHALL BE CORRECTED AND SVSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINAILV IEAVE THE JOB. A CERTIFICATE SHALL BE FILLEO OVT AND SIGNEO 8V BOTM REPRESENTATIVES. COPIES SHALI BE PREPAREO FOR APCROVING AVTHORITIES, OWNERS ANO CONTRACTOR. IT IS UNOEFSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJ- UDICES ANV CLAIM AGAINST CONTRACTOR FOR FAULTV MATERIAL, POOP WORKMANSHIP, Oq FAILURE TO COMPLY WITH AP- PROVING AVTHORITY'S REQUIREMENTS OR LOCAL OHOINANCES. . PROPERTY NAME DATE Lull Corporation 10-27-89 PROPERTY ADORE55 3045 Highway 13, Savage, Minnesota 55121 ACCEPTED BV APPROVING AUTHORITV('S) NAMES City of Eagan AODRE55 PLANS 3830 Pilot'Knob Road, Eagan, Minnesota 55121 INSTALLATION CONFORMS TO ACCEVTED vLANS: YES NO ? EQUIPMENT USED IS ACPROVED YES NO ? IF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED A$ TO LOCATION OF CONTROL VALVES ANO CARE OF THIS NEW EQUIPMENT? YES I? NO ? IF VES, GIVE NAME IF NO, ExPLA1N, INSTRUC. TIONS HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE . CHARTS AND NFPA 13A BEEN LEFT ON PREMISES? YES IX NO ? IF VES, GIVE NAME. IF NO, E%PLAIN. HVOROSTATIC: NyArostatlC tssts Sllall be mLtla at not less thdn 200 PSI (13.8 bar3) for tw0 haufS Or SO P51 J3.4 bars) a0ove stati< prassure in excefs ot 150 P51 (10.3 Wrf). Differentlal Ery-pl0e valve cla00ers Shall be Isft oDen Gurln9 test to TEST Oravsnt Eama90. All abwegrOUntl DiGinq Imkaqe Stull bs stopplG. DESCR IP- TION PNEUMATIC: EstaDllsn 40 PSI (2.8 bars) alr prossure anE measurs tlro0 "/nlch sM1all not extela 114 PSI (0.1 bars) in 34 nOUrs Test D/<ssure pnkf at normal water level anE air Oressufs an0 meaSUfR alr Pressura Orop whiCh shall not OxteeO 14e PSI (0.1 bars) in 24 nours. TESTS HVOROSTATIC: ALL PIPING. RE?UIRED PNEVMATIC: DRV PIPING ORAIN EQUIPMENT OPERATION: ALL. . , SERVES BlDGS: , LOCATION I, I MAKE MODEL 512E QUANTITV TEMPERATVRE RATING SPRINKLERS Vikin Micromatic 1 ° OH SPRAV N02ZLE5 I NFP MATERIAL AND KINO CONFORMS TO STANOARD PIPE ANO IF NONE, EXPLAIN FITTINGS " A L A R M D E V I C E MAXIMUM.TIME TO OGERATE THROUGH TEST VIPE ALARM VALVE TYPE MAKE MOOEL MIN. SEC: oa FLow Vane Notifi WFD INDICATOR er 594Z A-- . OPERATING TEST RESUlTS? TIME TO TqIV TIP TIME WATER ALARM MAKE MOOEL SER. THqOUGN TEST PIVE WATER AIN ppINT REACHED OPERATED DRV NO WITNOUT WITH VqE55. ORE55. AIq TEST pROVENLY O. O. D. A. O. D. PRE55. OUTLET PIPE MIN. SEC. MIN. SEC. P.S.I. P.5.1. P.S.I. MIN. SEC. YES NO VALVES IF NO, EXPL.41N OPERATION PNEUMATIC ? EI.ECTqIC ? MVGRAULIC ? vIPING SVPERVISED: YES ? NO ? OETECTINO MEDIA SUPEPVISEO: YES ? NO ? DOES VALVE OvERATE FROM TME MANUqL TiiIP AND/OR REMOTE CONTROlSTATIONS? YES O NO ? DELUGE & IS THENE AN ACCESSIBLE FACILITY IN EACM CiRCVIT FO(t TESTIN6} YES ? NO ? IF NO, EXPLAIN ' PREACTION VALVES Don Ea<n prcuit Oprata Doas eeeh Circuit OPerata Maximum Time To MAKE MOOEL $u rvision lost Alarm7 Valve Relesse? O rate Relwse: vES. NO YES NO MIN. SEC. 200 2 ? pgI FON HOURS ALL PIPING HVDqOSTATICALLV TESTED AT OfiY VIPINC PNEUMATICALLY TESTED: YES ? NO ? I EQUIPMENT OPERATES PROPERLV: YES ? NO ? TESTS IF NO, STATE REASON ONAIN TEST: REAOINGOF OAGE LOCATED RESIOUAL PRESSURE WITN VAWE IN - NEAR WATER SUPPLV TEST VIPE? TEST PIVE OPEN WIDE STATIC PRESSUiiE P51 PSI ' NVMBER USED LOCATIONS NUMBER NEMOVED 7EST BUINKS None ' WELDED PIPING YES 61 NO ? IF VES... DO YOV CE(3TIFV AS TME SPAINKLER CONTRACTOft THAT WELOINf3 PROCEDURES COMPLV V?7M TNE HE(iUIRE- MENTS OF AWS 010.9, LEVEL AR•3? YES (b NO ? WELDING 00 YOU CEfiTIFV THAT THE WELDING WAS VERFORMEO BV WELOERS OUALIFIED IN COMV?IANCE WI7N THE REQVIREMENT$ OF AWS D30.9, LEVEI AR-3? YES l? NO ? DO YOU CERTIFV TMAT wELDING wA5 CARHIED OUT IN COMVLIANCE WITM A DOCUMENTED GVAIITV CON- TROL PROCEDURE TO INSURE THAT AlL OISCS ARE RETRIEVEO, TMAT OPENINGS IN PIPIN6 ARE SMOOTH, THAT SLAG ANO OTHEN WEIDING ftE51DUE ARE REMOVED. AND TMAT TME INTERNA OIAMETERS OF PIGING ARE NOT PENETRATEDi YES ? NO ? DATE IEFT IN SERVICE WITH ALL CONTitOI VALVES OPEN: , REMARKS NAME OF SVRINKLEQ CONTRACTOR CARLSON AUTOMATIC FIRE PROTECTION COMPANY FOR PROP RTV OwNER (SIGNED TITLE SIGNATURES ?'` C" ' FOR SPRINKLER CONT CTf?R(SIGNED) DATE TE5T5 wITNESSED BV TLE AODITIONAL E%PLANATIO ANO NOTES i i i i i oF eagan 3795 PILOT KNOB ROAD. P,O. BOX 21799 BEn BLOM9UiSi EAGAN, MINNESOTA 55127 biav« PHONE: (612) 454-8100 THOMAS EGAN JAME$ A. $MIiH JERRY iHpMAS THEODORE WACHTER Council Mambers October 24, 1983 THOMASHEDGES Ciry AtlminsVata EUGENE VAN OvERBEKE City Cler4 Lull Engineering Co., Inc. 3045 Highway 13 Eagan, MN 55121 Attention: Mr. Nord Dear Mr. Nord: On October 19, 1983 I made a general inspection of your new addition and found your company in violation of Minnesota Statute 326.40. Please contact me on this matter as your master plumber must be licensed with the State of Minnesota and also with the City of Eagan. S in r i ? William Adams Plumbing Inspector CC: Tom Hedges, City Administrator ! Parcel File - 10-00900-010-26 Kevin Eide, City Attorney's Office WA/bar THE LONE OAK TREE. ..THE SVMBOL OF STRENGTH AND GROWfH IN OUR COMMUNITY ? lo ooqov o/o Z6 . ;, BUTLER ? Butler Maitufacturang Cornpnny 7400 Easf 13th Street Kansas City, Missouri 64126-2394 Phone:(8l6)968-6300 August 18, 19$6 Jim Andersan Anderson-Knutson Canstruction Co. 4640 West 77th St., Suite 275 Minneapolis, MN 55435 Lull Engineering BMC Order No. 03-043016-1 Builder Order No. 630 Tv Ldhom It May Concern: Please accept this letter as our certification that we furnished the roofin9 material includin9 panels, purlins and fastener= for a UL Class 90 raof as descri6ed in Constructian No. 62A for the above building. Attached is a copy of the UL Buildin9 Materials Directory page that gives a description of Construction Na. 62p for a UL Class 90 roof using an MR-24 roof. The roof material furnished by us for 2his arder is marked by UL label on carton and is the same material as that tested bv UL and descri6ed under Constructian Nv. 62A. Cordi lly yours, i ??? •// "? Steven W. Boeck Designer Central Region SWB:hk Attachment cc: Order File Consttuetion Na 82A { MAad Uplift-Claa 90 fin Not Imniaei9eted m p ?-- ?? ?-?---; ? -i .?- , ? ?'?•? _--- ? `i .? 4 1. hNYI 110s1 Dftk PonNe-lla 24 MSG ? pavp* w?eW aw. hneM aenrinuoua over nw a mw? tYMa End taps te xeur OwI purlina w:th pgneN orON+00N 3 iA min. Lap 0o9ir.s &ppreY?tNy ~ ..iM d+o T ounN. wnb snd eauMS am$s oudin mo fIan9*. On me wu purlin, lM Ia0 apMs aPV?mifflattW Mn with me hu»r M9e of t0O unslaoSA sectien of Ne tep Mnpe NA uunM aetoas tlw umbpW feetwr. A beb M waunt mw 0o uaM a[ tht wnN .na ana w. iao. 2 Rwf Oeck hstemn'iftnN dimFNe 13 MSG min. GOtlW tnN with MM Na 24 MSG nlim CORW aqU tlAL MNqM t0 M 2% in wMn uN0 witti0ut fpaCN ObGka PtoT !h Of 9Yw M. wlun wM with s7?r Obeb. u"0 n PonN tiGe lama 'k ROe} Qftk fYtMM'?$CfWif?SCf?N w WflId rwin t1'M. For iAsCMnO OinN dl0f [O -CN a'ZN' hAlnc'/• In.-12 M 1 in WHa0oin9 WnW uwl saaws lSe?8e014 Pibt Mln ta G N. M. OIametN. One haeewf per eNO ro a us" BIhM riwt ryM /asanna (IeU-NiwW spap! 12 in. O.C. m w ww te aaaen Builainq Unm ptan 81 ee slim tuefnp enannNt. tuUw Monufeetwirp Cs SCnu8e1t+ lo4NwNs 0. Rutfrwry5erwn. Na Sho.nF-Fatenva lar omchin9 pand cllOf to awn wsh, joiua navinq 0 minielwnl tMKknNf M 0.173 in. f'L IM u00or ChoA 10 De wNaf No. Y 14 aNfdriliiny by.1NumA plnW me1 wows or Ne. Y 14 "IH409in0 MaAifmA. OIevA snN fuowl. P110t holn.to be N. in Giamom. - ' 4. (nwbsleM(Opllenap--Anry eanMesuGe Ei+ntH insulatbn 6 in. mn SnickMn eNan Gam, p M n yYMaiw. iMt WOilfenN imu4 'Mn?fMO n0t M unCw?ichM GMeen tM 0 ltsn tq ? al tM arrLM an0 fM me4 reef Aeck Oom1a in a k wi0? 4A ImWa+brr-fwmN vu.ue•?oor.on•i. iroe .newnl -?uota +vw. Suaou? et ??a '"p u? w?axy? n1: w? i?ti Buts: ? :.?ae. e?r nw. r w«.un ..?imw ? en..w« e.bw eaa nh* tra. rf eoo a n sio S. p?p, 1f 0 S° ? min t p? O? GnMmin I I65.000 Od min? nnnO?C et, ieM?fmum TyyO M eparowes wN jasn. s. So.en eieek--(Na u..a ..nn r+oie uuwaaon, nem u,) -u+.e ow. Win an.«n o.w aia av er =r% w?im mkc ear.n*.n• vl.sUe re,n,. 7. SONCts Plate 4senNY--1Nat shewnf.llsed ai PoMI end bM: 3 W=1 us. W N0. 18 MS6 min Oauye ¢eatW MuLL Fow •/, in..20 Dy •/. In. IowO msehine senw nuds wNOW te tM . p4u. MnN an0 w" an too of en0 uvo" Pansh u W ty. W]] bY 0.100 in. inin miek. - mp NrminYm leff"d w tlr Oaml ceM9utaUen anA with Ostu9m+M ler wmr rvnoft. Flan" mro sn u.M with m"Aine tenwt. S. swwft unw•-TnnsluanR plam fiDv niMercW 0?eaW OaMb. n+7eenotS V. M. /omrd te tM YeN wnflpwnNM aa metal OonsN. Ponsla cmjinuous awr iwe f0om To bt uaW with Mm S. T1w unW mq wmiat at a Sinqle OaMI er o( on uoMr ma lo?wr skln whn,aM apOn 'n isethossiolutlw Manufaetuein9 Cs M0.I4 PSM•LU 0. qdnlerofnp Clnrowl?-114 in. Iays. 15/6 M. wel. 401/2 m. lony Na 10 MSC min p0990 wusw m.i. to. In.ul. Pa NNa i.n n«-u.. ? nM iov a, i dy, tie ? Be .o ae "i,.d ?t m?o oi60 n. d,kk ew W qNL pAIH t0 Gomql infermnfan. ReM Dwk Consuuctien 18ulidinp Mnerisb OtreetoM. fer hems not w+7unel. 'BNri/q Ne UL CIatsNftaWn MaAinp . BC/TLER ? Butler Manufacturing Cornpany 7400 East 13kh Street Kansas City, Missourr 64126-2394 Phone: (816) 968-6300 August 18, 1986 Jim Anderson Anderson-Knutson Conatruction Ca. 4640 West 77th Street} 8uixe 275 Minneapalis, MN 55435 100x188x16 MRST 1f2:12 Lull En9ineering St. Paul, Minnesoca BMC Order 03-043016-1 Builder Order 630 To Whom It May Concern: Please accept this letter as our certification thax the Butler components of the subject building are designed in accordance with the 1978 editian of the American Institute of Steel Construction (AISC) and the 1980 edition of the American Iron and Steel Institute (AI3I) design specifications. The building is designed to carry a basic roof snow laad of 40 psf. The building is designed for a 6asic wind load of 80 mph, Exposure B applied in accordance with the 1982 edition of the "Uniform Building Code". Load combinations are dead plus live, dead plus wind, dead plus 1/2 live plus wind, dead plus live plus 1/2 wind. These standard Butler components, when Froperly erected an an adequate foundation in accordance with the erection drawings as supplied, and using the components as furnished, will meet the above loading requirements without exceeding tha allowahle working stress. This certificatian daes not cover field modifications or the design of materials not furnished by Butler Manufacturing Company. Cordially yaurs? 4 im Gv"? (,Aih, 14747) S David A. Faust, P.E. Engineerin9 Services Manager Central Region DAF:hk cc: S W Boeck Order File . , 14 ANDERSON-f(NIJTSON CONSTRUCTION CO. WAREHOUSE ADDITION LULL ENGINEERING COMPANY 3045 HIGHWAY 13 HEAT LOSS CALCULATIONS AREA Walls (R13) Roof (R20) Floor Overhead Drs. Personnel Drs. Block Wall Ventilation LOSS (BTU's) 31,535 78,121 56,400 19,112 1,600 73,440 170,640 430,848 The above at a max of -19°outside to + 60° inside. 4640 WEST 77TH STREET • SUITE 275 • MINNEAPOLIS, MINNESOTA 55435 •(612) 835-5000 6UTLER BUILDEH 1, -0 Minnesota Pollution Control Agency December 15, 1995 Mr. Bill Sharpe Lull Industries Inc. 3()y5'3i46 Highway 13 Eagan, Minnesota 55122 S RE: Petroleum Storage Tank Release Investigation and Corzective Actioa Site: Lull Industries Inc., 3145 Highway 13, Eagan Site ID#: LEAK00009026 Dear Mr. Sharpe: Notice of Release The Minnesota Pollution Control Agency (MPCA) has received notification that a release of petroleum has occurred from storage tank facilities which you own and/or operate that has resulted in contamination of soil and/or ground water. Legal Obligations Federal and state laws require that persons legally responsible for storage tank releases notify the MPCA of the release, investigate the extent of the release and take actions needed to ensure that the release is cleaned up. A person is considered legally responsible for a tank release if the person owned or operated the tank either during or after the release, unless specifically exempted under the law. See Minn. Stat. § 115C.021 (1992). If you believe that you are not legally responsible for this storage tank release, please submit a written explanation of your position to the MPCA within 30 days. If you are not legally responsible for the release, but hold legal or equitable title to the property where the release occurred, you may volunteer to take corrective action. Responsible persons and volunteers who take corrective action may be eligible for reimbursement for a major portion of the costs of corrective action. The legislature has established the Peeroleum Tank Release Cleanup Account to reimburse responsible persons and volunteers. The account is administered by the Petro Board which is part of the Minnesota Department of Commerce. Final decisions regarding the amount of reimbursement are inade by the Petro Board. All questions about eligibility and reimbursement should be directed to the Petro Board at 612/297-I 119 or 612/297-4203. "1'DD (for hearins and speech impairtd only): (612)282-5332 PriMed an recycled pnper corn«inbig nr lenst 10%fibers frour paper mcyded by corssumecs 520 Lafaye3e Rd.t St. Paul, PAN 55155-4194; (612) 296-6300; Reyionai Ofifces: Duluth • Brainerd • Detroit Lakes • Marsnall • Rochester Fn,ia? f)nn?Hn.?q., 1c;0nv.=, .. r,ob,intl nn Pqr,vcl?A Paner ` .? Mr. Bill Sharpe Page 2 December 15, 1995 Request to Take Corrective Action The MPCA staff is requesting you to take the steps necessary to iirvestigate and clean up the release in accordance with the enclosed MPCA fact sheets. The MPCA requires that you conduct a site investigation to define the full extent and magnitude of the soil and/or ground water containination caused by the release. A report which details the results of the investigation or concludes that excavation was sufficient to address the release for cleanup (Excavation Report and/or Remedial Investigation/Corrective Ac;ion Design (RI/CAD)) r.iust be submitted to this office within 10 months of the date of this letter. Please refer to MPCA fact sheets for infarmation pertaining to the degree of investigative work necessary at petroleum release sites. Sites with free product, drinking water supply impacts, fire or explosion hazards, or ground water impacts which pose a significant threat to public health or the environment, aze considered high priority for staff review. If one or more of these situations apply to your site, an RI/CAD report must be submitted within 90 days. In addition, if you know or discover that there is free-floating petroleum in a well, excavation, or borehole, you must notify the MPCA witUin 24 hours and IMMEDIATELY begin interim free product recovery. If you have not already done so, the MPCA recommends that you hire a qualified consulting firm registered with the Petro Boazd that has experience in conducting petroleum release site investigations and in proposing and implementing appropriate conective actions. A list of registered contractors and consultants is available from the Minnesota Department of Commerce. The MPCA reserves the right to reject proposed corrective actions if the requirements of the site investigation have not been fulfilled. Please note that, under Minn. Rules pt. 2890.0075, subp. 2, you must solicit a minimum of two competitive proposals on a form prescribed by the Petro Board to ensure that the consulting costs are reasonabie. Questions about bidding requirements should be directed to Petro Board staf£ Required Response MPCA staff requests a written or verbal response to this letter within 30 days. In your response, please tel] us whether you intend to comply with the above requirements. If you do not respond witliin this time frame, the MPCA staff will assume that you do not intend to comply, in which case the MPCA Commissioner may order you to take corrective action. If you do not comply with the Commissioner's order, it may be enforced in court or, altematively, the MPCA could use state funds to clean up the release and then request the Attorney General to recover its costs from you through legal action. Failure to cooperate with the MPCA in,a timely manner will also result in reduced reimbursement from the Petro Board. See Minn. Rules pt. 2890.0065, suUp. 1, item C. l Mr. Bill Sharpe Page 3 December 15, 1995 The enclosed fact sheets will provide you with the information necessazy to complete a successful investigation and cleanup. If you have any questions concerning this letter or need additional information, please contact me at 612/297-8591. Please reference the above LEAK # in all correspondence. Sincerely, Cathy Malave Project Manager Cleanup Unit I Tanks and Emergency Response Section CM:vs Enclosures ca Gene Van Overbeke, City Clerk, Eagan Dale Nelson, Fire Chief, Eagan Lynn Thompson, Dakota County Solid Waste Officer oF 3795 PILOT KNOB ROAD, P.O. BOX 21199 . BEA eLOM9UiSi EAGAN, MINNESOTA 55127 Mava PHONE: (612) 454$100 THOMAS EGAN JAMES A- SMIiH JERRV iHOMAS THEODORE WACHTER CouricJ MemUers July 13 1983 , THOMASHEDGES ' Clly Atlrtvnistmbr EUGENE VAN OVERBEKE City Clerk Lull Engineering Co., Inc. 3045 Highway 13 Eagan, MN 55121 Attention: Mr. Nord Re: Building Permit Application Dear Sir: In reviewing your permit application, I find that additional information is required to complete the processing by staff. Information needed: 1) a site plan that includes grading and drainage data; 2) a site plan defining parking and manuvering areas with concrete curbs and hard surfaces; 3) more complete architectural and structural plans; 4) contractor's license as previously noted. I am enclosing the applicable portions designing the additions. Feel free to need further assistance. of the City Code to assist you in contact me or the copied staff if you Dale S. Peterson Chief Building Official CC: Dale Runkle, City Planner Tom Colbert, Director of Public Works Parcel File - 10 00900 010 26 DSP/bar THE LONE OAK TREE. .. THE SVMBOL OF STRENGTH AND GROWTH IN OUR COMMUNIN 1 ? i s .1 . 4f. T?e minimum twenty (20) Eoot wide yard abutlin9 the publlc`right-of-uay shall be landscaped and ? said landscaping shall be separated from the usable portion of the lot by a curb. Said twenty (20) foot landscaped yard shall also be pcovided where such lot abuts a reeidentlal lot. ?All of [he lot other than the porUon , occupled by a buildingor landscape tieatment shall be surfaced [o Coptrol•duae and drainage. ?.AM „C:`T'%LOt shall 6e conatructed accocding [o a gradlnq plan appcoved 6y the City Engineer. ' D. When such a lot ie adjacent to a lot . located in the "A" District, a fence oE acceptable design shall be ecectedyalong the property line. ?,Y!i8,,"'The outdoor lighting system for a sales lot shall be'so designed that no direct source oE llght is . vistble fiom the public riqTt-of-way ot adjacent land. F. A site plan for the lot, showin9 ingress - and egress, storage, parking, fencln9 and other necessary , features, required to unders6and the opera[,ion shall be Eiled Eor approval by the Council. Subd. 18. Hours of Operation. Nours of operation of any recail business, any restaurant oi any.motor fuel station, shall be confined to the period between 7:00 A.M. and 1:00 A.M., ezcept for those loca[ed two hundced (200) feeG or more from any residential use and fconting on a ? major thoroughface or commereial seeviee coad unless o[her- wise speclfically approved by the Council. ' SourCe: 'OxdinanCe No. 52 . Effective Dates 0-25-75 . Subd. 19. Additional Requirements', Exceptions and Modlficattons. The cequirements and standards specffied ' heretoEOre in this Section shall be subject to the following: A. Heiqht Limita[ions. Nelght limitations as set focth Sn "E" and "R" Dtstricts elsewhere in this ' Chapter may be irtcveased by fifty peccent (508) when applied - to the following: ' Antenna - Rad1o or TV " £lag Poles . Source: No. 52 AmendmenY. , Effective Date: 9-24-76 , B. Front Yard Varfance. In any "R° Dis- trlct, wherever a plat[ed block or otherwise subdivided area has dvelltngs Locatea on fifky percent (508) or more of the parcels locaGed betueen two (2) steeete, ehe minimum ? 480 (1-1-83) ;sy " ; . . 1.. ? ' y.. 4 (1 t? { .1 } ;• , N. Restaurants, Cafea, 8ars, Taverna, Night- cluba. A[ least one (1) parking epace for each [hree (3) seaes 6ased on capacity design. v 0. Banks', savinge 6 Loan. nt leaet one (1) parking apace for each two hundred and fiEty (250) aquare Eeet of grosa Eloor area plue f(ve (5) s[acking apacea for each drive-in wlndov. P. OEfices. At least one (1) parking epace for each one hundred flfty (150) aqua[e feet oE net leaeaDle floor a[ea. Q. Furnlture Store, Appllance Store, Whole- eale and Warehouee up to 6,000 Sguare eeet. At leaet one (1) epace for eacA 900 squaoe feei of gross floor area. R. Manufacturing, Fabricating or Processing of a Product. Said packing reguirements ehall be determined 6y the Council vhen reviewing the site plan, and be based upon prior experience. 9ubd 1+4? Off-Street Loading Areas. ?<'"l A.° All l loading areas, fncluding maneuveting area, shall be ofE-s[reet and shall be lo<ated on the eame lot as the buildin9 or use to be aerved. f.H.1-.LOading areas ahall no[ be permi[ted along the ftontieide of a buildtng. '0. Whe[e a loading area Faces a public street, a minimum forty (40) foo[ wide landacaped yard, lncluding berme, and vegeta[Son shall De provided and main- talned along eaid puElic s[cee[. D. WAere a loading area is proposed within three hundred (300) feei of any xesidential dtstrict, a condltional uae permi[ ahall be requfced. In issufng said permlY, the Council sTall tind [hat eald loadin9 area sha11 be developed Sn a manner eo ae not to have a detrimen[al eEEect upon the adjoining realdential area. SuEd. 15. Landscaping. ?ax-?•?A:- An approved landscape plan shall be xeguiied fo[".ell new commerciai, Lndustrfal and multlple ieaidential'developmenta. Said landscape plan ehell include the ai2e, locaCion, quantlty and speciee of all plant matetials. B. TAe Council may require a landscape bond to insure tFat all plant matertals are planted and main- tained for at least one (1) year. ??.p?:??' 5ubd.,,u1'?' 6."??public Address Syatems. Publle addrese systems shall not be permitted in any dletrlct wh1eA can be heacd on adjotning property unlesa specffically approved by the Councll. Subd.'p`11.( Open Salea Lots. Open salea lota ehall be eubject [o the follorin9 standards: ,^?? 279 (1-1-83) Subd. 27?'Commercial?and?industrial'?'lSite??Dev.elop- r, f?e All of the "Site Design and Development Procedures" ?provided ir?jr5utid,tvision 24jm Subparagraph H,}of this section ? pertaining to'"'landscaping, drainage, curbs, walkways, sur- facing, burying utilities, trash incinerators and garbage, lighting, natural features, public safety and existing and proposed contours shall also be zequired for any development in an LB, NB, GB, CSC, RSC, I-1, I-2, RD, P or PD District unless said requirement is specifically removed by the Council when reviewing an application for a building permit. r;l Subd. 28. Joint Parking Facilities. Required parkin9 facilities serving two or moce uses may be located -on the same lot or in the same structure except in Residen- tial Districts provided that the total number of parking spaces so furnished shall be not less than the sum total oE the separate requirements for each use duzing any peak hour parking peciod when the parking facility is utilized at the same time by two or more uses. Conditions required foc joint use are: A. The proposed joint parking space is within 400 feet of the main entrance of the use it will serve; B. The applicant shall show that thece is no substantial conflict in the principal hours of the two or - more buildings or uses for which joint use of off-street parking facilities is proposed; and, C. A properly drawn 1e9a1 instrument approved by the City Attorney, executed by the -parties concerned for joint ?se of the off-street parking facilities shall be filed with the Clerk. Said instrument may be a three or more party agreement including the City. Source: No. 52 Amendment . Effective Date: 5-28-76 (Sections 11.11 through 11.19, inclusive, reserved for future expansion.) {F? ..: 286 Source: Otdinance No. 52 ' EfEeCtive Date: 4-25-75 285 0M Landscaping. All yarda shall be landacaped or Ee leEt"an a natural state. IE any yards are ? [o be landscaped, they shall be landscaped at[ractlvely wl[h lawn, trees, shrubs, e[c. Any areas leEt in a natural s[ate shall be properly maintalned in a siqhFly and well-kept condition. Yards adjoining any oE [he Classes of Residence Districts shall be landscaped with buEfer planting, lE [hia is not provided Ln the natural state. Plans of such screens shall be submltted for approval es a parY of a elte plan and fnstalled prioc to iasuance of a certiflcate of oceupancy Eor any tract Ln the distrlct. In the evenk thls require- ment cannot be met because of clima[e, a bond shall be requtred to ineure compliance wtthin a reasonable time. The . design shall make use of all land contained fn the site. All oE the si[e plan shall be related to !Ae multiple ueee i.e., eithec parking, circula[ion, recreatlon, landecapin9f scceening, building, stotage, ete. 7.?', Drainage. The drainage of etorm waters shall be provided for elther on tTe site or 1n a public storm eewer 6 3r 1 Cur6s. Inierior curDS shall be . constructed within the property to sepacate drlving and parking surfaces from landscaped areas. Inferlor curbs required by Ghis Section shall be Portland cemertt conere[e constxuc[ion. jr Walkways. SurEaced walkuays shall be pxovided £rom parking aeeas, loading zonea and tecreation ;j,! areas to 0he entranpes of buildinge. C'S: Surfacing. All intecior d[iveways, parking a[eas, loading areas, etc. shall be oE blacktop or conCCeGe canstcucti?oryn.. 1'6. Burying Utilities. All utilitiea includtng electrical and telephone lines, shall he buried in all new subdivsions as requiced by Chapter 13 of the City Code, unless othexwise_approved by [he Councll. f,7. 'iTrash Incinerators and Garbage. No exterior trash or garbage disposal or incineratton shall 6e permit[ed. Any ezte[Soc storage shall be enclosed wlthin a container and auch container shall he compleGely acxeened by a wall or equivaleL-visual screen. 5?8. Lighting. On-site liqhting shell Ce provided as is necessary fot secucity, saEety and [raffic circulation. Lightin9 shall not be directed upon publlc righFS-of-way oc adjacen[ properties. Such illumination shall be indirect almd,dittused. F9. ' Natural Features. The site shall show due eegard for all natural eeccain features, such as tcees, water cour"sea"?his[oric ereas or similac conditions. 10. Public Safety. All eite and bulld- ing plans for multlple dwellings shall be revlewed by the Fire and Police Depackmenls wllh a cecommenda[ton to the •? 284 (1-1-83) ? 44 [Vy4 3 ? ? T 1 f?F r i Ir ' : S ? ? • ?? .. ? CounM 1. Plans shall be reviewed for fire warning and proteetion syatema* publlc safetyp vehicular acceas and ` concerns relatedpublic eafety. The site plan shall illustrate exis[ing and pxopoaed contours at a two (2) Eoot incerval. 12. eh multiple a minimum recteationa ea equal ato ltwo' hundied (200) aquaxe feet Eoz each dwelling unit conGaining two (2) or less bedcoome 'and one hundred (100) additional equare Eeet Eor each dwelling uni[ coneaining more than two (2) 6ed- rooma. Said [ecreation area shall be a minimum of one hundred (300) feeG from any ponding area. Source: Ordinance No. 52 ? Effective Date: 4-25-75 . 13. Platking. All land zoned Es[ate (E) and Reaidentlal It-1, A-2p R-3p g-4 and A-5 shall be plaFted priot to placing anystrucFure thereon, except townhouses for sale may.tieplaced after footinqs aae poured vith Che approval of [he,Coudcil. Source: No. 52 Amendment - Etfeckive Oate: 9-24-76 . 14. Accesaory Commercial Uae. Retail shops, beauty and barbec shops and pcofeasional offices which are primarily for [he use of occupants may be per- ? mltted in any A-4 Dlatrict unde[ a Planned Development 'peovided that no eigns appurtenant thereto shall be placed or ex[end beyond the ex[eclor walle oE any stcueture in such dfatrict. Subd. 25. Platting Foc Commercial and Industrlal. All land zoned coIDmercial, industrlal or planned development shall De platted prior to placing any etructure thereon unlesa otherwise approved by the Councll. Su6d. 26. Placement oE House On Residential Lot. A. On all zesldentia3 lots- not served by public u[ilities which are at least [wenty-tour thousand (29,000) squate feet in area and one hundred aeventy (170) feet in width, and sttucturea shall be placed so that the loc may be furcher aubdlvided Sn the future unless otherwise approved Ey khe Council. ' B. On all residential lots wheee a 9arage is not constructed vlth Initial development, sufflcient space, in accordance with minimum setback requirements, shall be ceserved for [he potenlial future constructlon of a garage. OF 3795 PILOT KNOB ROAD, P.O. BOX 21199 EAGAN. MINNESOTA 55121 PHONE: (612) 454-8100 October 7, 1983 Lull Engineering Co., Inc. 3045 Highway 13 Eagan, MN 55121 Attention: Mr. Nord Re: Building Addition at Above Referenced Address Dear Sir: 6EA BlOM9U Si naov« THOMAS.GAN JAMES A. SMITH JERRY iHCMAS THEODORE WAC:+iER Co?mcB Memb?n 7HOMA5 HEDGES Clry Atlmmuvofor EUGENE VAN OVER9EKE Giv' 1elu This is an order to cease the construction taking place at the referenced facility. No further construction will be allowed until you comply with City Code Sec[ion 4,03 - Building Permits Required, Section 4.02 - Permit Fees Required and Section 6.42, Subdivision 3A - Construction Licensing Required. Please give this matter your imnediate attention. Sincerely, Dale S. Peterson Chief Building Official CC: Tom Hedges, City Administrator Parcel File - 10-00900-010=26 DSP/bar TNE LONE OAK TREE. ..THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIN s?'A' ? ? .- , XEMO TO: JIM BTIIRMI CITY PLANNER PAT GEAGAN, POLICE CHIEF 1i€CiI..Ei _ _ kECTS3$? BILL AKINBt ELECTRICAL INSPECTOR JOli HOHENSTEINt ADMINISTRATIVE ASSISTANT PUSLIC WORKS/EN(iINEERING/LITILITIES/BTREETS PROM: DODCi RBID, CBIEF BIIILDING OFFICIAL DATE: DecEM CiER 19J Ici&9 808JECT: BLAN REVISW The (_ preliminary) ( 1< construction) plans for S i oRA G E _ ? H C?-) -F) 0 X36, - Lu L-L CC)RP07;'ATio0 are in our plan review section for your review and comments. Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return this form vithin five days will be conaidered pour approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. ,4/fea cl? DR/mg baL ? J jo ? 015? g (Signatre") (Date) 4 -< I)EC 1989 ISEMO TO:. JIM BTIIRlI, CITY PLANNER PAT GEAf3AN, POLICE CHIEF DALE WEGLEITNER, FIRE INSYECTOR BILL ARINB, ELECTRICAL INBPECTOR JON HOHENSTEIN* ADMINIBTRATZVB ASSISTANT BR2?9w=M178TIQ8L4!S":=1 FROlii DOIICi REID, CBIEF SIIILDIN(i OFFICIAL DATE: DcC?,M[3?j? 191 1ryg9 SIIBJ&CT: FLAN REpIEW I? a Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return thia form rithin five daya Mill be coasiderea your approval. if you hane any objections to approval of these plans, it is your responsibilitp to aot3fy this aepartment and reaolve any problems. The preliminary) UHCU - ?U X ? are in our plan revi ( X construction) plans for ?-?IORA6E - C_uL-L C.<,RP0'2ATio0 your rev (Date) No ? ^ ti kI ; ? ? J ? OF 3830 PILOT KNOB ROAD, P.O. BOX 21199 EAGAN. MINNESOTA 55127 PHONE: (612) 454-8100 June 9, 1988 RICHARD B gAXTER, MANAGER OF ENGINEERING LULL CORPORATION 3045 HIGHWAY 13 ST PAUL, MN 55121-1699 Re: Paint Shop Addition Dear Mr. Baxter: VIC ELLISON M? THOMAS EGAN DP,VID K. GUSTAf50N PAMEIA McCRFA THEODOItE WACHiER CouncilMembers 1HOMhS HEDGES CiN ACmin'¢habr EUGENEVAN OVERBEKE cmr c? I have reviewed the plans snbmitted for code compliance. The comments listed below refer to documents that make up the Minnesota State Building Code and applicable codes and ordinances of the City of Eagan. Certain code deficiencies may not have been included in this report but this shall not be construed as an approval of such code deficiencea nor relieve the responsible parties from complying with said code. Floor surfaces shall be of noncombustible nonabsorbent materials where Clasa I, II, or III-A liquids are use? or stored - UBC 902(b). The storage of hazardous liquids in excess of exempted amounts allowed per UBC Table 9-A must comply with UBC 902(a). Provide minimum mechanical ventilation of five cubic feet per minute of outside air with total circulated air of not less than fiEteen cubic feet per minute per occupant in all occupied portions of building - MSSC 1305:2400. Provide minimum mechanical exhaust ventilation of four complete air changes per hour. Exhaust ventilation must be taken from a point at or near floor level - MSBC 1305:2400. All energy-consuming equipment must be listed for hazardous atmosphere - UBC 908. Every portion of building having floor area of two hundred square feet or more shall be served by at least two separate exits - UBC 3320. See UBC 3303(e) for exit arrangement. Exit door shall swing in direction of exit - UBC 3304(b). THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNIiY RICHARD B BAXTER JUNE 9, 1988 PAGE TWO Masonry shall comply with design requirements of UBC Chapter 24. When a building is used for more than one occupancy purpose, each part of the building comprising a distinct "occupancy" as described in UBC G'hapters 5 through 12 shall be separated from any other occupancy as specified in USC 503(d) - UBC 503(a). Sincerely, ? ???L?"? oe Merchak Construction Analyst JM/mc cc: Dennis M. Cesafsky, Vice President of Operations, Lull Corp. Gresser, Inc., Contractor Dale Wegleitner, City of Eagan Fire Inspector i0 -oo?Fct2_a?; ; TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DMSION /UTILITIESlSTREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR D??„ g ? ?L D h }-- ?? MIKE RIDLEY, SEIVIOR PLANNER ? GREGG HOVE, SUPERVISOR OF FORESTRY Ca?;rGf i? Fe?'?u- FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: !O - 2 Y- p 2 3 B t,1S P,?4 v,, 1}?S; 6i ey MeM. H wY) The _ preliminary 4- construction plans for C v l/ 4 aze in our plan review section for your review and comment. Please return this form to Dale 5choeppner 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 are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that aze to be collected with the building permit: AMOUNT ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No ? Yes ? No landscape security required water quality dedication pazk dedication trail dedication tree dedication Signature Date ZONING? 15/FORMS-BLD/PLAN REVIEW/DALL S 11 city oF ectgan October 28, 1997 MR WARREN L RYDER LULLINTERNATIONAL 3045 SIBLEY MEMORIAL HIGHWAY EAGAN MN 55121 RE: LULL INDUSTRIES LOT 1, BLOCK 26, SECTION 9 Dear Warren: THOMASEGAN Mcycr PATRICIA AWADA BEA BLOMQUIST SANDRA A. MASIN THEODORE WACHTER Council Members THOMAS HEDGES Ciy Administrator E. J. VAN OVERBEKE City CIBrk We have completed our 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 are, therefore, requesting that the following items be addressed. Unless otherwise noted, all references aze to the 1994 U.B.C. Revise plans to show that exit doors shall not be provided with a latch or lock unless it is panic hardware. U.B.C. Section 1018. Verify that the roof system is a Class B- U.B.C. Table 15-A. Revise plans to show landing on exterior doors - U.B.C. Section 1004.9. 4. Provide site plan showing location of main building as well as fire hydrant locations - U.B.C. 1063.4.2. 5. Supply code summary for allowable area increases - U.B.C. Section 505. If I can be of further assistance to you, please do not hesitate to contact me at 681-4699. Sincerely, Dalchoeppner??1 I/ Assistant Building Official DS/js Enc. MUNIqPAL CENTER 3830 PILOi KNOB ROAD EAGAN, MINNESOiA 55122J897 PHONE: (612) 681-4600 FAX: (612) 681-4612 TDD. (612) 454-8535 THE LONE OAK TREE THE SVM1ABOL OF STRENGTH AND GRObVTH IN OUR COMMUNIN cqual Opportunity/Affirmative Action Employer MAINTENANCE FACILITY 3501 COACHMAN POMT EAGAN. MINNESOiA 55122 PHONE: (612) 681-4300 PAX:(612) 581-4360 IDP (612) 454-8535 l, BL CITY USE ONLY 8/ RECEIPT #: ?}- SUBD. 10_007O0 ??1L9 RECEIPT DATE: 1997 PLUIKSINfi P£ftllilT (COM1KE$CIAL) CITY Of EkfiAN S$SO PILOT KNO$ BD EAHRN, MN 55122 (612)6$1-4675 Please complete for: all commerciaVindustrial buildings multi-family buildings when separate building permits aze not required for each dwelling unit backflow preventer to be installed in commercial areas or residential boulevards Date: T- Jis -'?/ "? Work Type: New Bldg. _ Add-on Is Water Meter Required? Yes X No Water Flow To inquire if Pressure Reducing Valve is required on new service, call 6814646. Repair _ U.G. Sprinkler GPM FEES 1% of contract price or $25.00 minimum Coatract Price: $ 36 y? x I% _ $ COMPLETE THIS AItEA IF INSTALLING iINDERGROUND SPRINKLER 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 $ !f "new service"add Water Permit $ 50.00 = $ WAC ' $ 780.00 = $ WaterTreahnent $ 420.00 = $ City Installed Tap $ 300.00 = $ Permit Fee State surcharge is 5.50 per $1,000 of ep rmit fee or minimum of $.50 per pertnit State Surcharge $ SC2 Total Fee $ 50 •11 ? L.i?.+a.r COaI??, I hereby acknowledge that I have read this application, state that the information is correct, and agee to comply with atl applicable City of Eagan ordinances. It is the applicanPs responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the Ciry during its normal operational and maintenance activities to the facilities constructed under this permit within Ciry property/right-of-way/easement. SITE ADDRESS: -3 d 4? ?? ? , -ij" I 3 OWNER NAME: L( 1\ __11- (\ ?v 1'F ( t D) INSTALLER NAME: -t`"¢v, {.? I ?Mb TELEPHONE #: cY_?_S??3 6yl STREET ADDRESS: S r?; ?' . zir:S S ?l CITY: Z Ud Yk<.n 4}+? STATE: 1`^ 37 -- SIGNATURE OF PERMITT'EE CITY USE ONLY COMMERCIAL PLUMBING PERMIT -1997 METER SIZE PRV _ Yes _ No Domestic Irrigation UTILITY CONNECTION (APPLIES TO NEW SERVICE ONL1) $ REVIEWED BY: f Building Inspector Date To determine meter size • See if it is indicated on back of Building Inspections cazd " Enter address in PIMS Screen 301 to obtain S&W permit # * Check PIMS Screens 110 (Remarks) * If gallons per minute aze 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 infocmation is to be supplied by the designer of the system. Consult with Plumbing Inspector if Licensed Plumber does not know GPMs. Before sellina meter * Check PIMS Screen 320 for aoaroval of inspection resulu. No meter will be sold before all sewer and water inspections are complete on a new service. If new service lines are not requ'ved, one check may be written for meter and permit costs. Write meter rype and size on receipt, code to 3716-9220 (meter portion only), and fonvazd copy to Utility Billing Clerk. " Enter meter size, type, receipt #, date & amount paid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk. Miscellaneous Information The installer is to contact Building Inspections at 6814675 for inspection of the 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 stock before plumber goes over there. JS/Forms.61d/p1bg permit (comm) 1997 REC=W`:7 AL+G .a' , ,595 city oF eagan /o-M gad a/ o a c? THOMAS EGAN Mavor August 24, 1995 -"s6N01/ PATRICIA AWADA (,/? SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER council 1bIIi JIM WISNOSKI PLANT MGR n+embers THOMAS HEDGES LULL INDUSTRIES, INC Ciry Atlministrator 3045 HWY 13 ??:-•-"ni'f. <-u!( ?5 Ear(l ?^ EAGAN MN 55121 oj_ E. J. VAN OVERBEKE Ctly Clark Fce: GradiRg Permit EX-05-224 DI'"' Project 615R, Meadowview Road Storm Sewer Waiver of Objection Dear Mr. Wisnoski: At the August 1 Council meeting, your grading pemut application was presented to the City Council for approval. Based on the comments and concerns expressed by an adjacent downstream.property owner, the City Council had reservations about approving your grading pemut. However, they did recogilze the need for expanding your parking lot and providing additional usable land within your property. They also recognized the increasing need to provide storm drainage facilities in this azea as it continues to develop on an incremental basis. SubsequenUy, the City Council authorized staff to issue your requested grading pemrit upon receipt ofan agreement by Lull Industries to waive your objection to and accept its proportionate share of costs associated with providing storm drainage improvements in the general area of Meadowview Road. Subsequently, City staff sent to your attention a standard form, "Waiver of Hearing No. 513, Project No. 615R" which, when executed, would indicate your acceptance of an assessment for storm sewer improvements in the amount of $44,500. On August 21, you contacted me expressing your concern regazding executing such an agreement prior to the City Council even approving a project to provide benefit for the proposed assessment. Understanding your concems, I've attempted to provide a more informal ]etter-type agreement for you to execute and retum allowing us to issue your grading pemvt. A copy of that written agreement is attached. Please have it executed, notarized and returned to my attention at your eazliest convenience. If you wish to revise or modify part of it, please feel free to do so and return it to my attention for consideration and redrafting as necessary. MUNICIPAL CENTER 3830 PILOT KNOB ROAD EAGAN. MINNESOTA 55122?1897 PHONE: (612) 681-4500 FAX: (612) 681-4612 TDD: (612) 454-8535 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal OpportunliylAfNrmatlve Ac11on Employer MAINiENANCE FACIlI1Y 3501 COACHMAN POINi EAGAN. MINNESOTA 55122 PHONE: (612) 68I-4300 FAX:(612) 681-4360 TDD', (6I2) 454-8535 Page 2 Also, one ofthe conditions ofyour Conditional Use Pernut No. 9-CU-18-9-94, approved by Council action on October 4, 1994, requires the preparation of a status report of the site conditions and an overall plan for surface water management to be reviewed by the Advisory Planning Commission in October of 1995. In order to meet that deadline, this information should be submitted no later than September 15. I would encourage you to review the other conditions of this CUP as well. ?- hof r¢G¢r?? Flxt .:r l.lrtci. I>(. Please feel free to contact me if you have any questions regazding the information contained in this letter or the process associated with your pernvt application. Sincerely, Thomas A. Colbert, P.E. Director of Public Works TAC/y cc: Craig Knudsen, Engineering Technician (W/O Enc.) Enclosures: CUP Conditions Grading Pernut Waiver Agreement CTfY OF EAGAN WAIVEA OF OBJECTION & CONSENT TO ASSESSMENTS PROJECT 615R, MEADOWVIEW STORM SEWER EXCAVATION PERMIT NO. EX-09-224 WHEREAS, Lull Industries, Inc., has requested the City of Eagan to issue Excavation/Grading Peanit No. EX-09-224 affecting the topography and surface water runoff for Pazcel No. 10-00900- 010-26 (part of Governmental Lot 2 located between TH 13 and railroad property); and, WHEREAS, there presently does not exist adequate storm sewer facilities to handle the excess surface water runoff associated with this grading/excavation permit; and, WHEREAS, the City Council has authorized the preparation of a feasibility report for Project 615R for the installation of storm sewer facilities to service an area incorporating a portion of Pazcel 10-00900-010-26 owned by Lull Industries, Inc.; and, WHEREAS, as a condition of issuing the referenced excavation/grading permit, the City Council requires Lull Industries, Inc., to waive their objection to and agee to accept its proportionate shaze of costs associated with the installation of related storm drainage facilities. NOW, THEREFORE, Lull Industries, Inc., hereby agrees to accept without objection its proportionate share of the costs of storm drainage facilities as detemrined and approved by formal Council action as a result of a formal public hearing process. Lull Industries, Inc., further waives objections to any technical defects and any proceedings related to these future assessments and further waives the right to object to or appeal from these assessments made pursuant to this agreement. Dated: h -1 d - 9S Lull Industries, Inc. By: I By: Its: STATE OF NIINNESOTA aNN M. EVANS ? ?SS. letAy NOTARV Pl1BLIC - 7diYNESOTA ? DAKOTA COUNTY COUNCY OF DAKOTA ? Comm. Exyires Jan. 31.2000 • On this :-,Z? day of AX6u.si . 1995, before me a Notary Public within and for said Coun_ty, personallYappeared JA-rrrF-; lt/lSVOSKi and 3??- ?• dn?? to me personally lrnown, who ' ch by duly swom, each did say that they are respectively the rP- eP?zrno,)s an?'?"ri of Lull Industries, Inc., the corporation named in the foregoing instrument, and that said instrumeqt was signed on behalf of said corporation by authority of its Board of Directors and said V/cc t'¢rr,o&).r and -F?zz S, ?=NF- acknowledged said instrument to be the free act and deed of said corporation. Notary Public My commission expires: /?3/'?ccc APPROVED AS TO FORM: City Attomey's Office Dated: APPROVED AS TO CONTENT: '.. t E-i L Public Works Department Dated: rwcmiorciswrr l.. EXHIBIT A CITY OF EAGAN CONDITIONAL IISE PERMIT WHEREAS, Lull Industries has complied with all the requirements of the City of Eagan necessary for obtaining a Conditional Use Permit. NOW THEREFORE, By order of the City Council of the City of Eagan, Dakota County, Minnesota, and by virtue hereof a Conditional Use Permit is authorized as follows: 1. Permitting a Conditional Use for outdoor storage of equipment and materials within the confines of a"Light Industrial" zone. 2. Said Conditional Use Permit shall apply to the following described property: Part of Government Lot 2, Section 9, Township 27, Range 23, P.I.D. #10-00900-010-26 3. Said Conditional Use Permit shall run with the land as long as all conditional use standards are met. 4. Said Conditional Use Permit shall be subject to conformance with the Eagan City Code and with the conditi.ons set forth herein to include, but not limited - ' . .??... to: bdditional Conditiona: 1. The applicant shall record this Conditional Use Permit at the Dakota County Recorder's Office within 60 days of City Council action. z• The applicant will be required to construct a watermain system with hydrants that are spaced within 300 feet of the buildings to improve fire protection to the site immediately upon the first of any building expansion. 3• The applicant shall properly maintain the parking and storage areas. 4• The applicant shall prepare a status report of the site conditions and an overall plan for handling storm drainage eroaion problems for the Advisory Planning Commission review in October 1995. As a result of this review, additional conditions may be imposed by the City Council. 5• The parking and long-term inventory storage area serving this development shall be surfaced with bituminous or concrete pavement in accordance with City Code requirements. IN WITNESS WHEREOF, I have hereunto set my hand this 24th day of October, 1994. CITY OF F,P.GA1J A Minnesota Municipal Corporation 13y: James L. Sturm. Its City Planner ; ??,,?- I--- - ,---- --- --- - - 7?? .7for,?: ?ru.?Gu?e. +¢;rosivst. 7ro6l?,.,'-5 vF sto,.„ j 54?wo, ?-I-uc'?,-, rs, . ... . , I _,__i'?oc,B i I ?(mn7 li f' GS c l fD 714L SlfP llu /h /?a•-c??t _ I I i I / --- , rhC,%u/,/,l?? /Y?{i?mf ccnstr<r??iu,_. i . ?--... ___... .? /v - 0? 90 v- D?v ??? w-? y?ti Minnesota Pollution Control Agency 00? • ?f -C., June 20, 1996 Mr. Bill Sharpe Lull Industries 3045 Highway 13 Eagan, Minnesota 55121 RE: Petroleum Storage Tank Release Investigation and Corrective Action Site: Lull Industries, 3045 Highway 13, Eagan Site ID#: LEAK00009373 Deaz Mr. Shatpe: Notice of Release T'he Minnesota Pollution Control Agency (MPCA) has been informed that a release of petroleum has occurred from storage tank facilities which you own and/or operate. We appreciate your timely notification so this site can be handled in an efficient manner. Legal Obligations Federal and state laws require that persons legally responsible for storage tank releases notify the MPCA of the release, investigate the release and, if necessary, clean up the release. A person is considered legally responsible for a tank release if the person owned or operated the tank either during or after the release, unless specifically exempted under the law. If you believe that you aze not legally responsible for this storage tank release, please contact the project manager listed below. 520 Lafayette Rd. N.; St: Paul, MN 55155-4194; (612) 296-6300 (voice); (612) 282-5332 (TTY) Regional Offices: Duluth • Brainerd • Detroit Lakes • Marshall • Rochester Equal Opponuniry Employer • Printed on recycled paper conlaining at least 10 % fibeis 6om paper recycled by consumers. Mr. Bill Sharpe Page 2 June 20, 1996 If you aze not legally responsible for the release, but hold legal or equitable title to the property where the release occuned, you may volunteer to take coaective action. Responsible persons and volunteers who take corrective action may be eligible for reimbursement for a major portion of the costs of corrective action. The legislature has established the Petroleum Tank Release Cleanup Account to reimburse responsible persons and volunteers. The account is administered by the Petro Boazd which is part of the Minnesota Department of Commerce. Final decisions regazding the amount of reunbursement are made by the Petro Boazd. All questions about eligibility and reimbursement should be directed to the Petrofund staff at 612/297-1119 or 612/297-4203. Request to Take Corrective Action The MPCA staff requests that you take steps to investigate and, if necessary, clean up the release in accordance with the enclosed MPCA fact sheets. The site investigation must fully define the extent and magnitude of the soil and/or ground water contamination caused by the release. A report (Excavation Report and/or Remedial Investigation/Corrective Action Design (RI/CAD)) which details the results of the investigation or concludes that excavation was sufficient to clean up the release must be submitted to this office within 10.months of the date of this letter. Please refer to MPCA fact sheets for information pertaining to the amount of work needed at the petroleum release site(s). Sites with free product (free-floating petroleum), drinking water supply impacts, surface water impacts, indoor vapor impacts, fire or explosion hazards, or ground water impacts which pose a significant threat to public health or the environment, aze considered high priority for staff review. If one or more of these situations apply to your site, an RUCAD report must be submitted within 90 days. In addition, if you know or discover that there is free-product from a well, excavation, or borehole, you must notify the MPCA within 24 hours and IIvIIvIEDIATELY begin interim free product recovery. If you have not already done so, the MPCA recommends that you hire a qualified consulting firm registered with the Petrofund staff that has experience in conducting petroleum release site investigations and in proposing and implementing appropriate corrective actions. A list of registered contractors and consultants is available from the Petrofund staff. The MPCA reserves the right to reject proposed corrective actions if the requirements of the site investigation have not been fulfilled. Please note that, under Minn. R. 2890.0075, subp. 2, you must solicit a minimum of two competitive proposals on a form prescribed by the Petro Boazd to ensure that the consulting costs aze reasonable. Questions about bidding requirements should be directed to Petrofund staff. Mr. Bill Sharpe Page 3 June 20, 1996 Required Response MPCA staff requests a response to this letter within 30 days. Please tell us whether you intend to proceed with the requested work. If you do not respond within this time frame, the MPCA stafF will assume that you do not intend to comply, in which case the MPCA Commissioner may order you to take corrective action. Failure to cooperate with the MPCA in a timely manner may result in reduced reimbursement from the Petro Boazd. See Minn. R. 2890.0065, subp. 1, item C. The enclosed fact sheets will provide you with the information necessary to complete a successful investigation and cleanup. If you have any questions concerning this letter or need additional information, please contact me at 6121297-8591. Please reference the above LEAK # in all correspondence. Sincerely, ? Laura Hysjulien Project Manager Cleanup Unit I Tanks and Emergency Response Section LLH:dms Enclosures cc: Gene Van Overbeke, City Clerk, Eagan Craig Jensen, Fire Chief, Eagan Lynn T'hompson, Dakota County Solid Waste Officer Bruce Schaepe, Peer Environmental Engineering Resources, Minneapolis I Telephone: 612-331-3119 Fax: 612•331-1161 ' .CON7AACTOF'SMATEAfAL&TE3TCERTTFiCATeFflA AsOVEGFiOUND PIPING "rAQCE7UAE tka+ rnawon e nak Y.noefon ana um wa wma4 ey m. mwamn nau.marn me winrna trl m a.nri nw..«catN.. ln ad.a wu a vr.e+a a,m Sr31tet1 140111 4M0 bim CflGiCOCi W?tfsl 14uw 1Y" Il11 Im A aM=n wl D1 RMd out and slpned'?Y Oom ?eormmmlw. Cxia ilul D? Gm+rsd la m;rwup wNa?rtfa. owrrrt aM aunCnt 7 L unleenood Nw? ?l tqnuun In ro wry pmu:gua anp +4am[ ? tar faury masml 0m ?nnP. a iLws m 01rtC7 wtn +c9?nq aumvn-f r?m a I= ardna+ima. - PSCASiT; N.WE OA7'c L,. l:/ ?- C. / ?? O 2C 1( iZ / L?S l?,?n/ i Q u / P-) I ?' Z S..f • O D rscp=_;r. accFess Z5,.o c, r4 n/ in ,:... ,.? . IACV,.=7E76YAP°ROVtclGaUTHCARIE3(NAMESI . ? • '.c c -,osi irtu i -c.4L. s,- Lr; iY o?'r E.YC Puxs ? --•? .. .?,_ g:. :- 4 r. ?,. INST.ILUiICN CNFCFYS IG A?-,- 1 C:] PUN3 F? j ^ N( /t orv ?muev. nr_n ?< ?nvanvCl IF NO.CSVa-,CHS L l Cb c -ovj ? ?- ?,?. a:aurnoxs HAs v=_P=n w ouacs cF FiRE SCUwuevt aSER ws-,RLCTED,?s rc i.cuT)cH a =TrAa vacM uro cvE um uawra4Ar+C2 cF nus r+ex sauwMer+n F Na. eWuw lk?Es c Nc HAVE CP1E9 OF TNE FCLLLIMPlf3 HEiI L i ON 1HE WiE+lUeS: L SYST2i1 CJAPCNENT3 WSiAUCSKN4 2 CuiE AND Y.NNTENA+JC wSTAJCSlCNS S !WA i7A FS C. NO ONO ?Y£S G No ?QJF3 ONC LCdiiON oFSrs'ro+ ?v " 14SSer.?BL?,?c.Ai? ! ?`?tACk,QAi?17yQ2eR ?'Parzi?dt.o?r? " YEIRCF OAff'.?c YAK'a MCCEi I YANUF+IC'nIPE . 4? TESiP5n17LFE CUANTITY I AAiIIlC3 •. Pvr/!AL ILl+O 7-3/ ZOT70 I (.5? GL 2-8- = ce... Ts X Z- I A I z:? ?? z y? I z FG sPmxKL- R$ e?~.:,r ? I•a EF ?. z:?.?a ? ? t z I'Zr z? C.c ... rn „t RPEAHO Trp.dPpe GC/C G O 9<. 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IF NO, STAr FEASCN ORY PIP?G PNEllYAT7C,iLLY T'cS i c] 0 YES -$i:,,4C n/ii cC1JlPYEH7CFE7ATESPAOPSAIY 0 YE'n 0 DW IX)TOUC'cRTIFYA3hiE5?AWKLZ+7 `(,.,`NTFUC:OflIiAiAGC1TIVE3ANOGflflC51VECHEi11G115.5C01u7A51LiC.1iECF CE.91VA71YE5 CF SCAIUY S11G ic, 9flINE Cq CiHEn C.^.BF.:SNE GiE:ulCALS wEn`e NCT 15'c0 FCq ieSiNG SYS ?c.V5 CB iEaiS SiCPPINGLEAKS9 qLY£S ? NO ORJJN flEAl'WG CF GAG'c LCCaiM NEIA WAM I flE51GWL PRESSUAE WI7H VALYE W ? TF57 SIJAPLY TEi7 G^.NNE"7CN: P5l C: NNECTICN OPE?! WIOE P5I UNCFn'C4iCt1ND YWIS AND LE.10 W C:1JNS:T1C7J5 i0 SYSid riL±c'.aS FLLSnE7 6E=i.FE C: tINECTICN MACE Ta SPFiINIQ:a PIP!NG. OiliE9 EXPUW YEtllf1E78YL:PYCFiHEUWiW N0.852 0 YES O NO I RJAHED 8't MsLUiP cF wW.e.9- e r¢ s , cacwao sPRww.? Pwv?G . a YES ? Na OuNK.fFS.nNG NUY867 U9E1 LCG17171$ N1J1/8E7 AEiAOVE-0 6i9XEiS 0 WBSE.7 PIPiNG YES ? NO IFYFS... - OOYDUCcZi 71FYASTHESPAWKLEA C..^NTpACTOp'f1i,t7WE,DWGANCCaL'UeiEaG^.MPLY • I7 7 ' W F1 ? ND HE RECI11FiEliENTS Of A7 LJ.37 AlY9 0744 LEYFi AR.7 YES OIHG WF CO YOU C1 TIFY iHAT iNE WEiOWC WAS PEiFOA/1ED 6Y WECEAS C[lAlFie7 W ? ._ CJIPLUNC' WfiN 71$ qECUfpE31Q/T5 OF A7 LFAST AW3 010.D. lEVF1 AA•] l? YES O NC CO YDIJ C£ATIFY iHAT WELOWG W.4S GARIE] CUT W CAIPL:ANC'MiH A. CCCUMENSED OUAIfTY CNTACL PRCGE :UFiE TO NSUFE hU T .LLL 075?.'S AAE _ Re^TAIEVED. TFIA70PEHWGS W P1PWG AAE SiAOQTH, 714ATSUG AN007HE'n '/lEDWG RESIIXIE AHE FEx10VFil, ANO THA771iE W7'eANAI O1JJ.1E ica5 CF - TP'NGAHENOTPEJIE7riAiED YES ? NC CJTDI179 pp YCII Cc?Z TiFY1}{A7 YCU HAVE A CNTiiCL F6ATUflE TO E"75I/AE iHAT ALL Ia+`?+"7 CJ7DUT9 (OLSCSI ME AEiA1E4E77 YES O NO NYLfLtUL'C iWLEPU7EPFiGVCED F NC.DCAUW OATx I NAiIEPLATc XYE3 ? NC ar ti WSEA= wmi .u.4 MNracL vuv> caEN: sE,.A,cs-. N.WE aF SPpWK1Si CCliqAC;Cfi OLSe..Y FIRE PROTEC=ON, INC_ r %o Oe TE3":1' WITHE55'eD 97 9GNANfiES A RO C p /? / ' n7fl SPfl ? q (5 Z) TITL OA7v'c / /1 G /u?i? flO- 3'OU ACCRYJUI "SALANFi Cll SWD NOT.-9 OLSEN FIRE PROTECTION INC. 321 Wilson Street N.E. Minneapolis, MN 55413 Phone: (612) 331-3111 FAX: (612) 331-1161 TO SSrzi _ WE ARE SENDING YOU jK Attached ? Under separate cover via ? Shop drawings ? Copy af letter COPIES DATE NO. DESCRIPTION F'rcqTP r2o IeSi? ? Prints ? Plans ? Samples ? Spetifications ? Change order ? Ca-q? ?r;C n e?v? ??.?0.?..2..?', L[E lUIs °r?i (IF URQK31 AMQ& DATE ATTENTION _ / r ? '? RE the follawing items: THESE ARE TRANSMITTED as checked below: ? For approval A For your use ? Approved as submitted ? Approved as noted ? Resubmit copies for approval ? Submit_copies for distribution - ? As requested G Returned for corrections ri Return_corrected prints ? For review and comment ? ? FOR BIDS DUE REMARKS 'e)c _'e'?e ! I e ?1P i - f'.f72 ? rtiyl L ff & F v! 'TLti. ?F {r ccJ r9S Qi .?Prl & ?/ r/? eG) I,L,e jl;?q-e"? 6 r3 • r COPY TO ,J SIGNED: ? WHITE - Cusromer Copy YELLOW - Sales Copy PINK - Design Copy it enciosun. +re net +1 noHd, klndly noe+ry us ac omca. 19___ u PRINTS RETURNED AFTER LOAN TO US 1 CITY USE ONLY L-Z- BL ? RECEIPT#: SUBD. 9 DATE: 1995 MECHANICAL PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT 7(NOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? ali commercial/industrial buildings. ? multi-family buildings when separate permits are = required for each dwelling unit. DATE: CUNI`RACT PRICE: WORK TYPE: NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: ???r9r0u0d 1 an Ic 2e.m000J (A 1an??s? FEES: w $25.00 minimum fee QC 1% of contrect price, whichever is greater. . Processed piping - $25.00 • State surcharge of $.50 per $1,000 of oemit fee due on all permits. C?)5 CONTRACT PRICE x 1% PROCESSED PIPING ? STATE SURCHARGE ? YT ? TQToL 45. ?o e?TC anrJoceS. 3a5?S p-r.vy 13 v? 1 ? u ?.?v OWNER NAME: LGf<--L -?5VD. TELEPHONE #: TENANT NAME: (IMPROVEMENTS ONLY) INSTALLER: 4?66 S ADDRESS: S730 -S174j2?t11E6J PI,1 /f,). CITY: ?ffd???/ 6 2 A STATE: 112?41 Zlp• SJ/>-C PHONE #: Z - D Y SIGNATURE: SIGN TURE OF PERMITTEE CITY INSPECTOR PkE B Peer Envirnnmental er Engineering Resources, Inc. Fire Mazshal Fire Department City of Eagan 3795 Pilot Knob Road Eagan, MN 55122 November 30, 1995 RE: Description of Planned Underground Storage Tank Abandonment in Place Lull Industries 3145 Highway 13 Eagan, Minnesota Deaz Sir: The purpose of this letter is to give you information about the planned activities at the Lull Industries, Inc. (Lull) facility in Eagan. Peer Environmental &$ngineering Resources, Inc. (PEER) has been retained by Lull to provide engineering services related to the abandonment in place of two underground storage tanks located on Lull's property. The tanks are estimated to be 10,000 gallons each (21 feet long by 9 feet diameter) and aze located in a sand bluff behind the main Lu11 building. Tank abandonment is recommended for situations where the removal process or the actual removal of the tanks might endanger removal personnel or compromise the structural integrity of nearby structures. In the case of the two underground starage tanks at the Lull facility, the structural integrity of nearby structures is at risk. The tanks were installed a number of yeazs ago and new slab on grade buildings have been built as close as 10 feet from one of the tanks. In addition, two salt water tanks (one 6,500 gallon and one 8,000 gallon) and an above ground propane tank have been installed on the ground above one of the tanks. The underground storage tanks could not be removed without first moving the above ground tauks and then bracing the building to ensure against collapse. We deternuned that in place abandonment would be the cost effective and expeditious method to safely take the tanks out of service The tank abandonment is scheduled for the week of December 11, 1995. Lull's tank abandonment contractor, Griggs Contracting, Inc. wiil be filing the appropriate Mechanical Permit with your Inspections Department before that date. 7710 ComputerAvenue, Suice 101. Minneapolis, Minnesora 55435 •(612) 831-3341 • Fax (612) 831-4552 An Affirmative Action, Equal Opportunity Employn ? T Eagan Fire Marshal Page 2 November 30, 1995 If you have any fiuther questions about this process please contact us at PEER (831- 3341). Sincerely, Peer Environmental & Engineering Resources, Inc. Bruce P. Schaepe IvIS Environmental Engineer pc: Bill Sharpe, Lull Industries 7T6m Ames, Griggs Contracting > P E R M I T aePP L I g EIT ION (Submit in Triplicate) ST'±TE OF MINNESOTl:) COUNTY OF Dakota 3 ss. I- We, the undersigned, being first duly sworn, hereby make the following application to the Board of Supervisors and/or F;dvisory Planning Committee of Eagan Township, Dakota County, Minnesota: 1. Flull name, present address and phone number of applicant: l„71 F4nginAPring C'rnnnanX, Tnc_ 3f1 hS H9 ghxaa l4, S._ Pafil ll , Minnaant To1 _UL?43oo 2. Application is hereby made for: (Check appropriate item(s) t Dumping permit under Ordinance No. I. ? j Trailer Coach Park permit under Ordinance No. II. I-V-J Building permit under Ordinance No. III. Kennel permit under Ordinance No. V. ---4 Re-zoning under Ordinance No. VI. Special llse permit under Ordinance No. VI. =-"'-y Gravel Pit permit under Ordinance No. VIII. ? (Other) , 3. Legal description of land to be affected by application including acreage or square footage of land involved, and street address, if any:SO mu h nF lot as liea in NW? of NW? less 2 acres to RR Es. EtO ft W of Lot 1,MeCarthY_Ridr-e & B of EILY 4. The present zoning of tl2 above described property is: I? 5. Zoning Classification Desired: NO Change 6. The name and address of the present owner of the above described land 3S: T.nll FnginagrinrQ=g=., TnC i!?hc; Ainb= lg- 4t Panl 11 - Minnasntat 0 4b? - city of eagan - ? l0 9 - a? ? -_?_?,____. MEMO TO: CITY ADMINISTRATOR HEDGES FROM: FINANCE DIRECTOR/CITY CLERK VANOVERBEKE DATE: APRIL 26, 1995 SUBJECT: CONNECTION CHARGES - LULL INDUSTRIES PAINT BOOTH At ?our request, I have reviewed the above referenced financial obligation. When preliminary or final construction plans are submitted to the City for issuance of a building permit on commercial/industrial properties, various departments review the plans. Fnancial ConsuRarrt Jerry Wobschall reviewed these plans on behalf of the Finance Department. His review is for the purpose of determining whether or not the appropriate infrastructure facilities have been paid for on the subject parcel. Previous assessmerrts, • infrastructure upgrades and property use are all factors utilized in this review. In the event that the property has not paid the appropriate infrastructure costs, they are proposed for collection as a connection fee prior to the issuance of the building permit. At the applicanYs determination, the costs can be paid in full or assessed to the property upon completion of a waiver of hearing form aliowing for certffication. In the case of Lull Industries the plans were originally reviewed on February 21, 1995. At that time, a lateral benefrt from water trunk was proposed in the amount of $46,665. This was based on 1,830 front feet at $25.50 per front foot. The plans were again reviewed on April 12, 1995, and a revised connection charge of $13,064.42 was determined based on 512.33 front feet at $25.50 per front foot. The balance of the front feet are under and on the east side of Highway 13, therefore, not an appropriate charge to the subject parcel, consequently, the revision was made. The $13,064.42 is the amount that is currentiy being objected to by the applicant. ft is my understanding that Luil Industries will be making a new connection to the City's water system with the proposed huilding expansion. A new or additional connec[ion is a key triggering mechanism for collection of these connection charges. The subject parcel previously paid water area charges and water Vunk. Unfortunately, when the gentleman representing Lull Industries called Jerry Wobschall, Jerry did not have all the paperwork in front of him. Jerry merrtioned a figure of 23 - 24 • thousand dollars as the revised amount due. The actual amount is $13,064.42, which CONNECTION CHARGES/LULL IND APRIL 26, 1995 PAGE TWO was communicated to the gentleman by the end of the conversation and prior to his calling you. This fact is unfortunate but is obviously not the issue. The Ciry has made a consisterrt and fair review of this development application and determined the appropriate connection charges due as a resurt of this construction. This review has been consistent with existing City policies. Please advise 'rf you would like to review this situation or ff you would like any addftional information. ki Fina Director/City Cierk cc: Fnancial Consultant Wobschall Director of Public Works Colbert Director of Community Development Reichert EJV/jeh 0 n LJ . /°- °0 70a`o/o-a (' MEMO _ city of eagan TO: JIM STURM, CITY PLANNER PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL BILL AKINS, ELECTRICAL INSPECTOR PUBLIC WORK5lENGINEERINGNTILITIESlSTREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDiNATOR PEGGY REICHERT, DIRECTOR OF COMMUNITY DEVELOPMENT SHANNON TYREE, PROJECT PLANNER MIKE RIDLEY, PROJECT PLANNER 0 FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: Z/z 0;S RE: PLAN REVIEW The preliminary X construction pians for ZuLL ??u?T? i ES are in our plan review section for your review and comment. Please retum this form to my attention with your signed comments and the date of review. If you have any objections to approval of these plans, please notiTy this department and resolve any problems with the affected parties. If you are requesting that the issuance of the building permit be held, please fill out the proper hold request form. COMMENTS: GeAllToe- ?I wrtt? efCV I D JJ lJ ? ?,,19? igna ure ae ".ntv SPECIAL ASSESSMENT SEARCH SUMMARY AS OF: 02/21/1995 PROPERTY ID: 10-00900-010-26 k /A# ASSESSMBNT DESCRIPT. YEAR TM RATE TOTAL 0040 SAN SW TRK 1967 30 6.0000 3314.50 100344 WATER AREA 1976 15 8.0000 15709.60 101161 SAN SEW LAT 1986 10 9.0000 20233.50 ------ SUMMARY OF LEVIED 23548.00 ****** 1995 P&I CERTIFIED 2517.94 ------ SUMMARY OF DEFERRED 0.00 ------ SUMMARY OF PENDING 0.00 ------ SUD4dARY OF CLOSED 15709.60 Press ENTER; or F1, F4, F5, F7, F8 • ANN.PRIN. PAYOFF CD 110.48 221.06 0.00 0.00 CL 2023.35 2023.35 2133.83 2244.41 0.00 0.00 0.00 0.00 ? L_J CITV OF EAGAN Remarks c?'?o °iJ //C r ; Addition Section 9 Lot Blk Paral 10 00900 010 26 Street 30ILq 1hu• 13 State Esgan.X 55721 ?Z`T1- I I I r Improvement Dete Amount Annual Years Payment Recelpt Date STREET SURF, STREET RESTOR. GRA4ING -_ -?p- ? -unN?M tnuraK ,?- - - ? ==_- -? __ -- - --- -__- -- -- 9EWER LATERAL WATERMAIN WATER IATERAL WATER AREA Y?K 1 15709.60 1047,30 1 6-236,46 - STORM SEW TRK . STORM SEW LAT . CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK 11 finn Claniels December 29,1997 City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1897 Attn: Dale Schoeppner Re: Lulllnternational 3045 Highway 13 Eagan, MN 8000 S.F. detached building Dear Dale, 2145 Ford Parkway, Suite 201 SaintPaulMinnesoW 55116 Phone612.690.5525 Pax612.690.5545 www.fi nn-daniels.com The following is our code analysis for the above mentioned project. This aiong with the other items being supplied as you requested should complete our submittai based on your checkiist. Please let me know if there is any other information which you need. CODE ANALYSIS FOR THE 8000 S.F. DETACHED BUILDING AT LULL INTERNATIONAL AT 3045 HIGHWAY 13 EAGAN MN: OCCUPANCY CLASSIFICATION: S-1 TYPE OF CONSTRUCTION: LOCATION ON PROPERTY: ALLOWABLE FLOOR AREA: HEIGHT: NUMBER OF STORIES: V-N FULLY SPRINKLED BUILDING EXTERIOR WALLS 1 HOUR (LESS THAN 20') 8000 S.F. BASE SHOWN AND ALLOWED 28' (AVERAGE GABLE HEIGHT), (40' ALLOWED) 1 (2 ALLOWED) Please note that tandscaping is not being proposed for this building since it is basically being built in an existing parking area. RespecHully Submitted, I i `? • T- Daniel M. Dege INTERIOR UGHTING POWER ALLOWANCE Prescri tive Procedure Slieel M _ of 1NTERiOR SPACES Allowable Illumination Bud et Installed Illumindt ion Room or Area Descriplion Room I a lunctlon Room Area ULPA' Allowable Walls Fixlure Type ILunincir6 Mc#s and Madely No. of Fixlures .. Waffs . per (IXIU?e"• Total Waltaga /?AA/r?,<ACT?I.e.iUG ?';oE?,rio?? 000 .2,03 - 16 24/40 UGU - u/?.E -L .s _3g RO - O As o,? 5?2r cz E r - i s I , L - FrcYn lable on back of summary sheel. .ow."n iola) A Including ballqsl: 1o1a1 Irom To1Ctl B => mfgr's Uferature. 00=)00- OfD- `.?- REQUEST FOR HOLD ProJect Name/Number/Location: 3c> 45 4wr i3 Legal description: L B Sec/Sub Parcel #: Reason for hotd: Resa/ccfrvy. oF cQrcuti.gr-p- i5su¢s i?a d<e. I r Place hold on: ? Issuance of building permit Certiftcate oi Occupancy Other (please explain) If approved, thts'hold' will remein In ettect tor fifteen working days. Upon expiration, the hold may be renewed for additional fifteen-day periods. REOHOLD.FX LTS{] ?I.C?I cviGv.?n f" or n? $?. c+c *dtV oF eegan l THOMAS EGAN MaVOr August 10, 1995 Jim Wisnoski Lull Industries, Inc. 3045 Highway 13 Eagan, MN 55121 RE: LULL ENGINEERING/10-00900-010-26 WANER OF HEARING Dear Jim: PATRICIA AWADA SHAWN HUNTER SANDRA A. MASIN THEODORE WACHTER Counell Members THOMAS HEDGES Clry Atlministrabr E. J. VAN OVERBEKE ciN aerk Please find enclosed Waiver of Hearing # 513 for Project No. 615R. When you have reviewed this document, please sign and notarize where indicated. As soon as this waiver is executed, the Ciry will be able to issue Excavation Permit No. EX-09-224. Please contact me at 681-4646, ff you have any questions. Sincerely, - raig E. Knudsen Engineering Technician CEK/cb cc: Thomas A. Colbert, Director of Public Works MUNICIPAL CENTER 3830 PILOi KNOB ROAD EAGAN, MINNESOiA 55122-I897 PHONE: (612) 681-4600 FAX: (612) 681-4612 iDO: (612) 454•8535 THE LONE OAK TREE THE SYMBOL OF STRENGTH AND GROWTH IN OUR COMMUNITY Equal Opportunlty/Alfirmative Acilon Employer MAINTENANCE FACILITY 3501 COACHh1AN POINT EAGAN, MINNE56iA 55122 PHONE: (612) 681-4300 FAX:(612)681-0.360 TDD: (612) 454-8535 1 _ WAIVER OF HEARING N0. 513 PROJECT N0. 615R Special Assessment Authorization Lull Engineering, Inc., hereby requests and authorizes the City of Eagan, Minnesota (Dakota County) to assess the following described property owned by Lull Engineering, Inc.: Pt. Govt. Lot 2 W of STfi#13 Less Pt to RR Property Idantification No. 10-00900-010-26, for the benefit received from the following improvements (Project 615R): ITEK IIQ ANTITY RATE AMOUNT Storm Sewer $44,500.00 TOTAL $44,500.00 to be spread over fiftaen (15) years at an annual interest rate of 7% against any remaining unpaid balances. Lull Engineering, Inc., for itsalf, executors, administrators, successors and assigns, hereby consents to the levy of these assessments, and further, hereby waives notice of any and all hearings necessary, and waives objections to any technical defects in any proceedings related to these assessments, and further waives the right to object to or appeal from these assessments made pursuant to this agreement. Lull Engineering, Inc., a Dated: By: Its: By: Ics: STATE OF MINNESOTA ) )ss. COUNTY OF DAKOTA ) On this day of , 1995, before me a Notary Public within and for said County, personally appeared and to me personally known, who being each by me duly sworn, each did say that they are respectively the and of Lull Engineering, Inc., the corporation named in the foregoing instrument, and that said instrument was signed on behalf of said corporation by authority of its Board of Directors and said and aclmowledged said instrument to be the free act and deed of said corporation. Notary Public My commission expires: APPROVED AS TO FORM: City Attomey's Office Dated: APPROVED AS TO CONTENT: Public Works Department Dated: RELEASE OF HOLD pa61o6 ??IO Zlc,? Project Name/Number/Location: Z, u, I? IV? I v.S4 J- ?,Q S 3 o y 5 +?w!t l 3 Legai description: L B Sec/Sub - Parcel #: Reason for hold: Release hold on: Issuance of building permit Certificate of Occupancy Other (please explain) /V ew flans ct.re-- 0 V- RELHOLD.FX LTSfl . REQUEST FOR HOLD Project Name/Number/Location: N?'i v?-?- Legal descript(on: L B Sec/Sub Parcel #: Reason for hold: ? Place hoid on: Issuance of building permR Certificate of Occupancy Other (piease explain) If approved, this 'hold" wiil remain in effect for fifteen working days. Upon expiration, the hold may be renewed for addftional fifteen-day periods. REQNOLD.FM LTSfi / TO: FROM DALE SC1i0EPPNER, SENIOR INSPECTOR DATE: y-/Q_ f S RE: PLAN REVIEW The prefiminary ?_ construction plans for ?f?; cs `?4in f Boo are in our plan review section for your review and comment. YeV%SiO* Please return this form to mv attention with your signed comments and the date of review. If you have any objections to approval of these plans, please notify this department and resolve any problems with the affected parties. If you are requesting that the issuance of the building permit be held, please fill out the proper hold request form. COMMENTS: ignature MEMO city of eagan PEGGY REICHEf2T, DIRECTOR OF COMMUNITY DEVELOPMENT SHANNON TYREE, PROJECT PLANNEit MIKE RIDLEY, PROJECT PLANNER PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ASSISTANT TO THE CiTY ADMINISTRATOR DALE WEGLFITNER, FIRE MARSHAL BILL AKINS, ELECTRICAL INSPECTOR PUBLIC WORKS/ENGiNEERING/UTILiTIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATpR Date PLAN.REV • I ' - city of eagan ? I"pr MEMO TO: PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL BILL AKINS, ELECTRICAL INSPECTOR PUBLIC WORKSIENGINEERINGIUTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICli BRASCH, WATER RESOURCES COORDINATOR PEGGY REICHERT, DIRECTOR OF COMMUNITY DEVELOPMENT SHANNON TYREE, PROJECT PLANNER MIKE RIDLEY, PROJECT PLANNER n v? FROM: DALE SCHOEPPNER, SENIOR INSPECTOR 1 ? l DATE: y-/O_SS RE: PLAN REVIEW The preliminary -,.e- construction ptans for ? U/I - r,41,,sfacs ` R-ih ?-Booy/, 'Y%fiON 'JV--3 are in our plan review section for your review and comment. Ye Please return this form to mv attention with your signed comments and the date of review. If you have any objections to approval of these plans, please notify this department and resolve any problems with the affected parties. If you are requesting that the issuance of the building permit be held, please fill out the proper hold request form. COMMENTS: ignature Date PLAN,REV . .a REQUEST FOR HOLD Project Name/Number/Location: L u It .Z?x L 542r 1 G S Legel description: L B Sec/Sub Parc:el #: Reason for hold: Place hold on: Issuance of building permft Certificate of Occupancy Other (ptease expiain) 9.5- If epproved, this'hold" will remain in effect tor fifteen worktng days. Upon exptration, the hold may be renewed for additional fi(teen-day periods. REQHOLD.FN LTSfI _ city of eagan TO: FROM: DATE: RE: JIM STURM, CITY PLANNER PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL BILL AKINS, ELECTRICAL INSPECTOR PUBLIC WORKS/ENGINEERING/UTILITIESlSTREETS ' GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATOR PEGGY REICHERT, DIRECTOR OF COMMUNIN DEVELOPMENT SHANNON TYREE, PROJECT PLANNER MIKE RIDLEY, PROJECT PLANNER DALE SCHOEPPNER, SENIOR Z/z 0 p s PLAN REVIEW MEMO The preliminary -?L construction plans for LuGG ?+? urTK i? S are in our plan review section for your review and comment. Piease return this form to mv attention with your signed comments and the date of review. If you have any objections to approval of these plans, please notiTy this department and resolve any problems with the affected parties. If you are requesting that the issuance of the building permit be held, please fill out the proper hold request form. COMMENTS: ignature ae ww.Mv RELEASE OF HOLD Project Name/Number, 95- 5y- i,? Legal description: L B Sec/Sub Parcel #: Reason for hold: ?C?7c(u?'raT.. o{ Sz?,-H. ?rr?h??e 155ue5 . C,??y ?ro?. (ol?J 12 Release hoid on: '-'? Issuance of building permit Certificate of Occupancy Other (ptease explain) pu? ?Xfl?.s id?. ? 9 Y?Ova.?A' ha5 ? D¢a?"rhq oh Sr?, ?ra?h 155Gf? ?Yn 55? w? //7T(T. ?v/'J`r ?. RELNOLD.FX LTSf 3 ooqoo - oia• Z?- REQUEST FOR HOLD ProJect Name/Number/Location: ??? r?y,?rres 3u?/?P?y!L64tnsli2;/ y7'vr-K / ?DyV ?s Legal description: L B Sec/Sub Parcel #: Reason for hold: Resa/ufrvy. of 5fe?-?. Aa,keT-Q- i551fes ?'I% v44e a,reG AIL Place hold on: f Issuance ot building permit CertNicete ot Occupancy Other (please expiain) H approved, this "hold' will remain in effect for fifteen working days. Upon expiration, the hoid may be renewed for additional frfteen-day periods. REQNOLD.FN LTS/1 Zul( ?? <jiqa6R j/t?6t?VaT q? fj,.oq?s-i? i?h ?4.u aVt(X?n ?' . o'/n.- ?'?? . ?vc SfOrv+t !?5g.yef MEMO city of eagan TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTElN, ASSISTANT TO THE ClTY ADMINISTRATOR DALE WEGLElTNER, FIRE MARSHAL BILL AKlNS, ELECTRICAL INSPECTOR PUBLlC WORKS/ENGINEEi21NGlUTILITIESiSTREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATO MIKE RIDLEY, SENIOB_P_LANNER. ; FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: RE: PLAN REVIEW The preliminary -7-' construction plans for "LI' //""'x I are in our plan review section for your review and comment. ?- Please return this form to irly attention with your signed comments and the date of review. If you have any objections to approval of these plans, please notify this department and resolve any problems with the affected parties. if you are requesting that the issuance of the buiiding permit be held, please fill out the proper hold request form. COMMENTS: 0 AlOha-kCg? 16, t3• cis i ature ate PLAN.REV 4b! city of eagan MEMO TO: PAT GEAGAN, CHIEF OF POLICE • JON HOHENSTEIN, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL BILL AKINS, ELECTRICAL INSPECTOR PUBLIC WORKS/ENGINEERING/UTILITIES/STREETS GENE VANOVERBEKE,_FINANCE DIRECTOR RICH BRASCii, WATER RE50URCES COORDINATO MIKE RIDLEY, SENIOR PLANNER FROM: DALE SCHOEPPNER, SENIOR INSPECTOR DATE: RE: PLAN REVIEW 30yS l??y ?3 The preiiminary ? construction plans for "'' I/?"'? are in our plan review section for your review and comment. Please retum this form to my attention with your signed comments and the date of review. If you have any objections to approval of these plans, please notify this department and resolve any problems with the affected parties. If you are requesting that the issuance of the building permit be held, please fill out the proper hold request form. COMMENTS: '/' f J I B/i n?9 f' ignature ate PLAN.REV 4100 city of eagan MEMO TO: PAT GEAGAN, CHIEF OF POLICE JON HOHENSTEIN, ASSiSTANT TO THE C1TY ADMINISTRATORJ DALE WEGLEITNER, FIRE MARSHAL BILL AK1NS, ELECTRICAL INSPECTOR PUBLIC WORKS/ENGINEERINGlUTILITIESISTREETS GENE VANOVERBEKE, FINANCE DIRECTOR RICH BRASCH, WATER RESOURCES COORDINATO MIKE RIDLEY, SElVIOR PLANNER FROM: DALE SCNOEPPNER, SENIOR INSPECTOR DATE: ?V'? ? 30yS I?Wy ?3 RE: PLAN REVIEW The preliminary ,.? construction plans for are in our plan review section for your review and comment. Please retum this form to my attention with your signed comments and the date of review. If you have any objections to approval of these plans, please notify this department and resolve any problems with the affected parties. If you are requesting that the issuance of the building permit be held, please fill out the proper hold request form. COMMENTS: _ lo ignature a e PL4N.REV cTHOMAS EGAN March S, 1995 "'°Y°` PATRICIA AWADA SHAWN HUNiER SANDRA A. MASIN THEODORE WACHTER MR CHRIS LAMBRECHT Councll Membeis 1771 YANKEE DOODLE RD THOMAS HEDGES EAGAN MN 55121 CityACminisirator E.J. VAN OVERBEKE CiN Cleik RE: LULL INDUSTRIES PAINT BOOTH EXPANSION TO WHOM IT MAY CONCERN: We have completed our 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 are, therefore, requesting that the following items be addressed: Mechanical drawings must be provided indicating compliance with 4he Uniform Mechanical Code, Uniform Fire Code Section 45.206, and Uniform Building Code Section 905'a' which states, in part: "The mechanically operated ventilation system shall be capable of supplying a minimum of five cubic feet per minute of outside air per occupant, with a total circulated of not less than 15 cubic feet per minute per occupant in all occupied portions of the building." ?? The area separation wall detail must be revised to reflect U.B.C. Section 505 'e' 3. "Area separation walls shall extend from the foundation to a point at least 30" above the roof." This parapet must consist entirely of non-combustible material. ri? A completed energy calculation form indicating compliance with the Minnesota Energy Code must be submitted. ?? Restrooms, both existing and/or proposed, have not been indicated on the plans. Please provide us with these details. U.B.C. Section 905'd' states, in part: "Every building, or portion thereof, where persons are employed shall be provided with at least one water closet." Please provide us with the results of the soil investigations. MUNICIPAL CENiER 9830 PIlOT KNOB ROAD EAGAN. MINNESOtA 55122-1897 PHONE: (612) 681-4600 FAX: (612) 681•4612 TDD: (612) 454-8535 THE LONE OAKTREE THE SYM80l OF STRENGTH AND GROWfH IN OUR COMMUNITV Equal Opportun8y/Afihmotlve Actbn Employer MAINTENANGE FACILITY 3501 COACHMAN POINT EAGAN; MINNESOTA 55122 PHONE: (612) 681-4300 FAX:(012)687-4360 TDD: (612) 454-8535 f? The waik-thru exit door on the northeast corner of the existing paint shop shall be revised to reflect the door swing outward due to the additional occupant load on this building. The Engineering Division requires additional information on the site plan in regards to the water main layout. Any questions should be directed to John Wingard at 681- 4645. If you have any questions or concerns, please do not hesitate to contact me at 681-4699. Thank you. Sincerely, Dale Schoeppner Senior Inspector DSfjs fe- V'S.e? L? werC Svb,.a fl-eeo alfe4^ f-l ; ,5 le fi`cr out I R fEm C E VV1,'Ec'- D JAN 2 3 4qa5 1-20-95 City of Eagan Mr. Dale Schoeppner 3830 Pilot Knob Road Eagan, MN 55122-1897 Re: Lull Industries Paint Shop 3045 Hwy 13 Eagpn, MN Dear Dale, The intent of this prellminary submittal is to define our intentions for the future remodeling of the Lull Industries, Inc. paint shop. Currently there is an existing H-2 occupancy used for painting with a square footage of 3053 s.f. Also there is an existing B- 2 occupancy (storage building) with an existing square footage of 2880 s.f. The plans are to add a 60' x 40' addition to the South of ihe existing H-2 building and a 40' x 50' additlon to fhe North of the existing H-2 occupancy connecting the H-2 occupancy to the existing B-2 occupancy. This would result in a H-2 occupancy of 7453 s.f. with the B-2 occupancy remaining at 2880 s.f, Other than the reduction of square footage in the South addltion this proposal is the same as the one we brought forward to you at our meeting of 72-22-94, The concerns at that meeting centered around fhe H-2 occupancy and thier hazard to the string of exisitng metal pole buildings to the north. The functions for which all of fhe B-2 buitdings are being used will not change. The reason for fhe connection is one of the Minnesota winter elements and the need to bring product direct from ihe storage areas into the prep and painting rooms. We wouid like you to consider the following proposal. We would propose that fhe newly constructed additions to the H-2 occupancy be simllar to fhe existing iype 5 1 hr construction. In addition we would build an occupancy separation wall between the H-2 and the B-2 occupancles. This wail would be of iwo hour fire resistive construction with a 1 1/2 hour fire door with fusible Ilnk. We would like the exisiing B-2 occupancy construction type 5 N to remain as is based on the Iikiy hazard coming from the H-2 occupancy not from within the B-2 occupancy. Since the separation between the H-2 and the B-2 seams to be the most imporfant we would be willing to construct the occupancy separation walll'?e an area separation wall with the exception of the Maximum opening size (owner requires a 20' x 14' door in which-fo- ve equipment). Please review the pttached preliminary piqn and site sketch, and let me know ASAP so we may proceed with construction documents. I hope you find this proposal reasonabie based on the function, and exisiting conditions. Since?rely, Daniel Nl. Dege cc. Chris Lambrecht, ECI Construction 2324 UNIVERSIN AVENUE • SUITE 109 • ST. PAUL. MN 55114 . 612-641-1339 • FAX 641-0149 612-641-1339 FIIJ+-DRNIELS RRCHS Posblt" Fax Npt@ 7671 Ba7o ? lb Flem CO.f)ODI. ` Co. 1 *N Pnene? 7 rnonet Fe?cx 0 ' . 833 P01 MAY 06 '% 15:38 oCC ?? / )AEtGHT oF -ro ?•ssit+ BKfsc el.aC H61FH'f• Ru. Pp0mwj5 F.,w{ 54Fuar.Lyw-%p ~ ,1 (5Tvpe%d-w 1Cb'Kzod, -rvPa xGr1 P?1,oG w/ Gd (.L2 Gt.C.S. 5--.?YL.6 ? Na?rn LuU.. ??aa?ssrtscg ? 3045 HianwFrc ?3 IG•Du ?ICaAr? Mrv. l,.?B r?as ??w?? ? a c.•? ?-?-..,arrs,? ca?? Ta ?s ??,.?c,. ?1sva 52 06r..0-01 ra O-qtsr u2 -s-HS Fa?v Tle-Z. Spc.6 w?•. na ubs? +ls PosP Pw-sg Ca+.. ?rn..s yv 8s eanaseo Ia ; tt? 4rz aV.M Pr.+n «;S F?i.. Fi-W. ftq, PO.aa&'t" dNc,s 1Y PWS. RawINC41.0-( Ow60 -ro f'uur[ LYa.Y Yxcda 2324 UNNERSITY AVENUE • SUITE 1D9 . S7, PAUL. MN 55114 . 612-641-1334 • FAX 641•0149 FLCFJ54 CAL?- Ozpca 5e C.a.Oac4..3 3L4 Ce?sZ`2. ?bW C?tcnio.J ? IZ•o" x Z$'d" wl (2? I"z ?k. RMe-0 Plai; ooo,,,? w 5+0?0 on.? (' ??a fw R?+.?6> ?wn,? Doa?S i ? ax Ibr. ° .. r/ 1i Z ?1 ?or.JG ?Pror17"' SMcP ?C ?!C ?? '"J • _ .. _....... ... I-IYDRAL7x,ICS CA.L.CT:JI?A.TIdNB B??Sr ??? Ncbe o#-Ounor-avsd-Qoou,pMt ? L? Us? 3- 7- g 5 - Pte?oct-LbocrlDtlon ^--- ----'" _. TACat1Cri ._.. AaaCClDtlOn of HGZD.id OROINARY HAZARO GROUP 2I WET SYSTEM _ COntTbCt4T PRECTSION F7RF GpRINKI.ER INC Contrnat No. _ Drnylng lbe, .r Name/Addroae of Deaigner KATHY PEIL _ Tolaptiono No, of Ibalgner 653-7247 ? rlamo/Addreaa of Apvrovina A¢mvy .?„ SYST'@i DESIGN CRIT6RIA: !iB'PA Staixiatd i^atererMa ? NFPA 13 BYetem TyPO,.. (X)HoE ( )ThY ( )Dolugo ( )Proaatlen Araa of Syrinklor Opot-o,tlon (a4, Lt.) 1500 Denaitr (GfM/ea, ft,) .zo Area per SprSnklor (eG, ft,) 130 - Inaidc Hoea Alla+nrxoe ((3Pt!) ? putAldo Hooq Allouanoo (M?1) zso^ In Rack Sprlnkler Allocranoe ((iPM) Sprlnkler or Nozslo: ISake/'tbdel GEM F950 61te (7n. ) ?" Scrinkler Temperatum RatinY 965 _ Sprlnltler R 8aotor 5.6 a C«cmodlty StotaBe: 1iFPA Standard Rofatn-joeo Cocmodlty _ Claaa Iacation StoraBo Ht. (ft,) Aroe (oq, =t,) Aiale kldth (St'.) Storaga Hethod. Solld Pilae( X) Pa1leClaod( X) Rack(. X) Specily othcr daei.gn Qonelderationa and epeciiio HFPA svrarrnn?is: Rack StoreBo: NFPA Standard Relor+anooa ( ?) ( )Singla Ra+ ( )Cqnventiansl Pallot ( )Autcmatic Storoge (.) ? ( )ikxrble Fo+ ( )Slevc Paillet ( )MAmpeulnted ( )Non_p,neapaulbtec, ( )M,ltlplo Eta+ ( )Solid Stulving Spocify other daalsn oorlaiderationa end apoeifl.o tOYA pLrayrepha: H--------------------------- ---^--?-------_.--_..--------^---------------?--'-- A HYdrant I.D, Toat Llate Time of Teat CURRENT T Hydrant Elev. (ft. ) _$puroo of I)ata CITY OF EAGAN -~ H Static (pel) 81 ResSdildl (p8i) 61 Tast Flar (UTf) R Ramp I.D. 6oura! of Aata S A?'.a Elov, (It. ) Ret'Ced CaD (Mf) Rated Head (Aa7.) 0 P Tank or Rcaervoir T,D, ? SAU.o, o= pata P Capocity (Gal) 81ev, ot cut1aC (ft,) ? L -" Y-------------------------------- ---------------------------- ---------------- CA1)Q7I.ATICN S(.tP? Rk5UL15 To[al Flaw of ( 12) 6prlnklas-a 1n }oo Axea ((ni) 342.0 Colwlet.od DSacha3-Qe Lbrlalty ln }Dw Ar? ( GFMVpy, h, ?20/ isori"-- P1na Nafe Nlabet- wt Syotem inflou yo"t uboC yn G,l?lntiona 70 6Y5'CF?7 D81ATm 81CW et Systam inllow ya»t, Srwlul" all Slow alloa+uuses (GRi) 592.0 SYS7'FT1 DE?1At1D PRFS.SUR$ et Syntcm iryrlpy pp1nt (Da1) - 69.70 PRECISION FIRE SPRINKLER,INC. OUTP UT DATA FILE: A:LULLFIRE.CAL PAGE 1 JOB DESCRIPTION: LULL INDUSTRIES OR.HAZ.GR.II WET SYSTEM DATE 3-7-95 ---- * -------- NETWORK -------- COUNTERFLOW CONDITIONS ... ------------------ ----- TRADITIONAL ----------- FORMAT -------- * ------°- PIPE EN EN VEL(FPS) -- DIA(IN) PTYPE PR ESS. SUM. RESID. EN ELEV. NOZ DISCH. PIPE FLOW FRICT. EQ/L PE (PSI) PRESS. BN (FT) (K) (GPM) (GPM) (#/FT) (FT) PF (PSI) (PSI) 1 14.0 5.60 26.0 8.8 1.097 2.000 0.00 21.50 2 14.0 26.0 0.170 9.00 1.53 23.03 2 14.0 5.60 26.9 10.4 1.442 2.000 0.00 23.03 3 14.0 52.8 0.167 10.50 1.75 24.78 3 14.0 5.60 27.9 15.9 1.442 2.000 0.00 24.78 4 14.0 80.7 0.365 10.50 3.83 28.61 4 14.0 5.60 30.0 16.0 1.682 2.000 0.00 28.61 20 14.0 110.6 0.309 17.50 5.41 34.02 20 14.0 0.00 0.0 9.7 2.157 2.000 0.00 34.02 21 14.0 110.6 0.092 12.00 1.11 35.13 21 14.0 0.00 0.0 19.6 2.157 2.000 0.00 35.13 22 14.0 223.0 0.337 12.00 4.04 39.17 22 14.0 0.00 0.0 30.0 2.157 2.000 0.00 39.17 30 14.0 341.9 0.743 9.25 6.87 46.05 30 14.0 0.00 0.0 13.1 3.260 2.000 0.00 46.05 40 14.0 341.9 0.099 134.50 13.37 59.42 40 14.0 0.00 0.0 7.7 4.260 2.000 5.63 59.42 50 1.0 341.8 0.027 96.10 2.60 67.65 50 1.0 0.00 0.0 7.7 4.260 2.000 0.43 67.65 60 0.0 342.0 0.027 40.40 1.09 69.17 60 0.0 0.00 0.0 3.5 6.280 5.000 0.00 69.17 70 0.0 342.0 0.003 173.94 0.53 69.70 ---- 5 -------- 14.0 -------- 5.60 ------- 26.4 ---------- 9.0 -------- 1.097 ----------- 2.000 -------- 0.00 --------- 22.22 6 14.0 26.4 0.175 9.00 1.57 23.79 6 14.0 5.60 27.3 10.5 1.442 2.000 0.00 23.79 7 14.0 53.7 0.172 10.50 1.80 25.60 7 14.0 5.60 28.3 16.1 1.442 2.000 0.00 25.60 8 14.0 82.0 0.376 10.50 3.95 29.55 8 14.0 5.60 30.4 16.2 1.682 2.000 0.00 29.55 21 14.0 112.4 0.319 17.50 5.58 35.13 PRECISION FIRE SPRINKLER,INC. CONTINUED DATA FILE: A:LULLFIRE.CAL PAGE 2 JOB DESCRIPTION: LULL INDUSTRZES OR.H AZ.GR.II WET SYSTEM DATE 3-7-95 * NETWORK COUNTERFLOW CONDITIONS... TRADITIONAL ------- FORMAT -------- * --------- ---- PIPE ------- --------- EN ------ EN ----------- VEL(FPS) -------- DIA(IN) ---- PTYPE PR ESS. SUM . RESID. EN ELEV. NOZ DISCH. PIPE FLOW FRICT. EQ/L PE (PSI) PRESS. BN (FT) (K) (GPM) (GPM) (#/FT) (FT) PF (PSI) (PSI) 9 14.0 5.60 27.9 9.5 1.097 2.000 0.00 24.86 10 14.0 27.9 0.194 9.00 1.75 26.61 10 14.0 5.60 28.9 11.2 1.442 2.000 0.00 26.61 11 14.0 56.8 0.191 10.50 2.00 28.61 11 14.0 5.60 30.0 17.0 1.442 2.000 0.00 28.61 12 14.0 56.7 0.417 10.50 4.38 32.99 12 14.0 5.60 32.2 17.2 1.682 2.000 0.00 32.99 22 14.0 118.8 0.353 17.50 6.18 39.17 * LIST OF FLOWING SPRINKLERS * Default SPRINKLER K= 5.60 ------- NODE ------------------------ RESID. PRESS (PSIG) ------------------------------- DISCH. GPM SPECIFIED K 1 21.50 25.97 5.60 DESIGNATED HMD 2 23.03 26.87 3 24.78 27.87 4 28.61 29.95 5 22.22 26.40 6 23.79 27.32 7 25.60 28.33 8 29.55 30.44 9 24.86 27.92 10 26.61 28.89 11 28.61 29.95 12 32.99 32.16 PRECISION FIRE SPRINKLER,INC. INPUT DATA FILE: A:LULLFIRE.EL PAGE 3 JOB DESCRIPTION: LU LL INDUSTRIES OR. HAZ.GR.II WET S YSTEM DATE 3-7-95 * FITTINGS AND EQUIVA LENT PIPE LENGTHS * ------- BN -- EN ------------- DIA. 45E --- 90E ---- LTE ------ T/C ---- BV - °- GV ----- CHV ------ +/- ------- FIT ------ PIPE -------- TOTAL IN. EQ/L EQ/L LEN EQ/L 1 2 1.000 0 0 0 0 0 0 0 0.0 0.0 -- 9.0 ----- 9.0 -------- ------- 2 -- 3 ---------- 1.250 --- 0 --- 0 ---- 0 ------- 0 --- 0 ---- 0 ----- 0 ------ 0.0 -- ----- 0.0 ------- - 10.5 ------ 10.5 -------- ---- °- 3 -- 4 ---------- 1.250 --- 0 --- 0 ---- 0 ---- °- 0 -° 0 ---- 0 ----- 0 ---- 0.0 0.0 ---- - 10.5 ------ 10.5 -------- ------- 4 -- 20 ---------- 1.500 --- 0 --- 0 ---- 0 ------ 1 ---- 0 ----- 0 ---- 0 ------ 0.0 - - - 10.0 ------ 7.5 ------- 17.5 -------- ------- 5 -- 6 ---------- 1.000 --- 0 --- 0 ---- 0 ------ 0 ---- 0 ----- 0 ----- 0 - ---- 0.0 --- 0.0 ------ 9.0 ------- 9.0 -------- ------- 6 -- 7 ---------- 1.250 --- 0 --- 0 ---- 0 ------ 0 ---- 0 ---- 0 --- - 0 --- 0.0 -- 0.0 ------ 10.5 ------- 10.5 -------- ------- 7 -- 8 ---------- 1.250 --- 0 --- 0 ---- 0 ------ 0 ---- 0 ---- 0 ----- 0 ---- 0.0 0.0 -- -- 10.5 ------- 10.5 -------- ------- 8 -- 21 ---------- 1.500 --- 0 --- 0 ---- 0 ------ 1 ---- 0 ---- 0 ----- 0 ------ 0.0 - - 10.0 7.5 ---- 17.5 -------- ------ 9 --- 10 ---------- 1.000 --- 0 --- 0 ---- 0 ------ 0 ---- 0 ---- 0 ----- 0 ------ 0.0 --- ------ 0.0 ------ --- 9.0 ------- 9.0 -------- ------ 10 --- 11 ---------- 1.250 --- 0 --- 0 ---- 0 ------ 0 ---- 0 ---- 0 ----- 0 --- 0.0 0.0 10.5 ---- 10.5 -------- ------ 11 --- 12 ---------- 1.250 --- 0 --- 0 ---- 0 ------ 0 ---- 0 ---- 0 ----- 0 ------ 0.0 ------ 0.0 - --- 10.5 ------ 10.5 -------- ------ 12 --- 22 ---------- 1.500 -- 0 ---- 0 ---- 0 ------ 1 ---- 0 ---- 0 ----- 0 ------ 0.0 ---- - 10.0 ----- - 7.5 ------- 17.5 -------- ------ 20 --- 21 ---------- 2.000 -- 0 ---- 0 ---- 0 ------ 0 ---- 0 ---- 0 ----- 0 ------ 0.0 - 0.0 --- 12.0 ------- 12.0 ° ------ ------ 21 -- ° 22 --------- 2.000 --- 0 --- 0 ---- 0 ------ 0 ---- 0 ---- 0 ----- 0 ------ 0.0 -- --- 0.0 -- --- 12.0 ------- 12.0 -------- ------ 22 --- 30 ---------- 2.000 -- 0 ---- 1 ---- 0 ------ 0 ---- 0 ---- 0 ----- 0 ---- 0.0 - 6.3 3.0 ---- 9.3 -------- ------ 30 --- 40 ---------- 3.000 -- 0 ---- 0 ---- 2 ------ 0 ---- 0 ---- 0 ----- 0 ------ 0.0 ------ 13.5 ----- --- 121.0 ------- 134.5 -------- ------ 40 --- 50 ---------- 4.000 -- 0 ---- 0 ---- 1 ------ 0 ---- 0 ---- 0 ----- 0 ------ 0.0 - 8.1 ------ 88.0 ------- 96.1 -------- ------ 50 --- 60 ---------- 4.000 -- 0 ---- 0 ---- 0 ------ 0 ---- 0 ---- 1 ----- 1 ------ 0.0 32.4 -- - 8.0 ------- 40.4 -------- ------ 60 ------ --- 70 --- ---------- 6.000 ---------- -- 0 -- ---- 0 ---- ---- 2 ---- ------ 0 ------ ---- 0 ---- ---- 0 ---- ----- 0 ----- ------ 0.0 ------ -- - 23.9 ------ 150.0 ------- 173.9 -------- 120 100 80 60 40 2U 0 1 2 3 4 5 6 7 8 9 lU GPM = CHART VALUE X 100 FIRE HYDRANT Static/Residual FLOW DAiA = 81 i 61 3080 HMD Area + Flow Hllow. = Total Demand GPM = 342 • ZSU = 592 GPM Safety Marqin Pressure B Total Demand PSI = 10.4 PSI 0 69.7 PSI -?? E C 1 BUILDIh'G CONTRACTOAS Mar'ch 2, 1995 City of Eagan • 3830 Pilot Knob Rd. Eagan, MN 55121 Attn; Dale Schoepner Re: Lull Industries Paint Shop Addition Eagan, MN Dear Dale, Between the new prep area and the existing dry storage area a 14'x13' opening is shnwn. We understand that this opening is being al7owed as lnng as the existing dry storage area is sprinkled to meet cnde. The existing dry storage area building will be sprinkled in order Co comply with t,hi5 agreement. E C I BUTLDING CQNT CTORS qil eDG/lr 1771 Vankee Doodle Foad Eagan, Minnesota 55127 Phorte (612) 452-0555 • Fax (612) 4520057 Equal OppoRUrtity Employer ? ?:F ?S?M1t11L? : GOVER;5HEET.. ;- D te: 3-4-96 70• ECI Buiiding Contractors At ; Chris Lambrecht Fa 452-0067 Re Lull indusiries Eagan, MN Ar hitect's Pro)ect No, 95005 I'IhifC VJJ - J? l'J`J: V.IG En losed is the energy envelope calculqtlons for LUII Industries paint shop. I am attempting to ontact Dale 5choeppner to discuss pny Architectural issues he may have with this a dition, and hopefully get them resolved prior to your meeting. If ou have an uestions pr camments lease ive me a call. SIGNED: J?$N1ELM_DFGE 2324 UNNERSIN AVENUE • SUITE 109 • ST. PAUL, MN 55114 • 612-601-1339 • FAX 641-0149 r u1?v-unila? nrt?na .. rf ? f PROJECS M Z J 5095; EKTERIDR ENVELOPE AVERAGE ON" GOMPUTATiON .ivi reit rinrt ?.r D: U?: eI_I DATE_ 3' S• , ?OWNER ; ADORE88 ? 61TE pU0RE89 4Pw+5 f I i Determine ftorking Squere iootaDe of Eech '. 1. Totel exposed ralt eree eq. ft. x reqid "U" '017? ___ • "r?? i 2. Tatel rocf/celling aree CJz5`5'O5 sq. ft. x reqld "u• • 0?5 r Totalc ? I o. Wall (Above Greda) ..................................... } b. Yetl (Above Grade)....................................... C. 4e11 (Above Gratle)....................................... ? d. Wall (9elow Crade) .................................•'•... ! e. YeU Ceelou Grade) ............................... ; f. 10% freminp Aree ......................................... . ?. ................................ h. ooor nree ................................................ CB3 { ? D2telmine lWll valw Of leGh MeU eagnent. x d„II b. x I c. x "tl" _ ? i . d. x ap,. a i e. X 1ylu - i i. z `Ni. x???? • I 3 C'e I• 4 h. xIw„ . 2} I 3. 3 3 ..............................................................Total: if item 93 te the sema as, ar less then item qi, you beva met the lntent of SBC 6006(c)2. ' "" • •' ••• "••••• ??" ? ^"J? ?? JJl rYJJ Il!'If[ GJ JJ 'U7: GJ ? ?I Totel prose roof/ceiling 6raa • Srd' °??1 i t. Raof (A) ........ ......... .................... i Yoof (6) ......................................... ` k. ROOf (C) ......................................... i ? r ' L. tOx Fremin9 Araa ............... J?gU DetermSne "11" value fof esch roef/ceiling 9eproeni. 1- -;"1 X °U" . C77_Lv I 'a I j, x upn . k. X "U" _ xIIUn . 0 3? • l?`i_. S ? 4 .............................................................. Totel: ?.lf tctat #4 ie the aems es, or lese thm F2, you heve met the intent cf SBC 600E(e)l.. i ! To utlHxa Ths total envelope eystem method, the veluee erteblfahed by th¢ sum of lteme #3 end N4 sAall rwt ! ba qreeter then the eun uf lteme 81 antl 92. 1 / + 2. ?r72. e 4Q '??? ? s. 47??.4. t5d C?25 ? 4 S. vloor aree over unheeted space Bq. ft. x Feqjirad °U" ? aq. ft. x aetermined wU" n ? a?,,-qr ,p Mike Lins l? NT Test Manager ? iqNIJ/OM/{ ?? . 3045 Highway 13 Sain[ Paul, MN 55121 / Tele: (651) 4544300 DirecC 651 ( ) 686-1207 jMObile: (651) 238-6449 ? . . {i Fax (651) 454-6395 ?? 6mail:mlins@omniquip.textron.com JRN-8-1998 10:08P FROM: I ?1. i Lu// L?/NT FN M4 TIO N? L Fm TO:6514546395 3oasHO"13, sa?r? ?e, na? ss,z? 6si.ws.Izw r-SK651.a54.s95 to: Bemard Stwh Fmne M1ce t3ns Fs)c 651-4345086 Pagex 1, induding ffiis caver Pa9e Phonea 651-454-9455 Cafe: Wednesday,NpVelnbef07,2001 Ra: Pdrrt release Cc: ? Urgent 0 For ReMew ? Please Comment 0 Ptease Repiy ? Pkase Recyua ;If your receipt uf UtiB transmission is in etmr, please nofity us imnrediately 6y colleet Call t0 651.686.7207 and serW the aigLW hansmisslon to us by retum ma7 at the above addrese. This transmisaion is iMetded for 1he sole use ut the ind'rvidusl and ett4'ty ta whom q is addreased, and may cantain uAommatian that is Pfirik9ed, wnfitlerdial end exempt fram disdosure urtder applicable law. You are hereby notifietl that eny dtsseminadon, distriptiNan a dupi'icabon of thts transmission by someone otlier Mm the inoendef addmssee w ifs destgnated agen} y aWctly prohibited. Please sign statement below and fax to 657-454-6395 " t give the City of Ea?gan permission to copy l.ull International bui[ding drawings vvsth my signature on thern tor Mike Lins:' m ````1un?pqiqi G. sT?o ? m?' REGISTERED '; Bernard Stroh, PE, Reg# 14269 =: pROFES510NAL e ! ' EN6INEER ? f;' 14269 .'c - ?j:• ? P:1/1 iiiu7iu1 "Eu 14:41 reu HDLtlL13L154U txn + nssociates 11i07/2001 R'ED 17:40 F9% 851 45; 8385 04 TEST 9hD DBYELOPp{EtiT' ` ? LU?? ?ia.r.ac F? 30451-LgtNray 13, 9a1M Pdl4 MN 95727 867.$86.72CY! faX 557A54.8395 Ta Cofn Evjnson Frow Mike Uns Froc 952-89&2640 Pages 7. kiduKr" fINS covqi page Phanec 672-B5a7206 Dabee WAdnesdaY, Novem6er 07.2001 RW Pririt release cc: ?!I?geni O For eavisw ? Pleas. Commemt ? Plese Reply ? Wease Raryde If Your receipt of rii[s transmissan Is 1n error, please notlryr us immediatelyr by colfect call to 65"fS86.1207 and send !he original transmissiort to ua by retum ma11 at the above address.? This trensn+ission is intended for the sele use of the individual and entiiy to whom ft Ps addressed, and rtuy coMain iMothpNon that is privleged, corvrWmtial and exempt EroT disclosure under sPDlicable 1aw. You me hereby hotiHed *A eny dlaseinination, distrib?rtian or duplication of this iransmission bY saneone o?her tFm ihe irttended eddresaee or its roease sign siatement below and fax to 651-454-6395 " 1 give the City of Eagain permission to copy Lull intcrnational building drawings with nny signature on thern for Mike L.ins." ?/ ?,?„?, „? ??,,, (? .7 wiuul Imooi: ool ?as' - ?? - s'arto. D??? ?C ?ti?? X ? Colin Evenson Reg# 18727 :1:X :Y$;:i(:$in'%?''?N'+id:} ,;R>?? ?ry•:;hw.?.?.?y.k'ii?y„??:M;k'm"\:W??o;<'t:;;'>':i??!: C.:.C7Y OF EnGpi?J CFtMPFi;:. S TEI'-;MTh!f:l... NO . 74?Sj P17E;: 11!18/98 '(IM-_^ i.059.c23 R? (• , t rrr..?_: '( ??. xIC ?.. Y? 1.: :1..1..Tt?... lF; - ?., ..(_ ?I-i'?,•.,,:.., . ?5?_ :if:'LO 'a{?pt 3045 1-!k!`! :L.:> ri„i1.c,.r..".i .., •.,, _ 2072.96 ,,•r c_c. .. ,..... ..:,I. .:r:J 1114Y . o r.?i:U.i S?C.[?:l 304.°i fq!^!Y V., (iF.,(:le`,riC 3-?,.i..o .. :..?? `Ji_,c..l ,?i iJt,.? =-? 1-IhaY . .., 5Uf r .i..? _..)0 , ?,. - -..;..,.. .. ..: :a:a. r.???.,r_,p, -:r?r„?,, ? _ ,..?... ?. ,.i_..7 . CFi(:l994? 7 US'c:Fi T:iiY f.A?7CY ?'?', 1:Y,(:4';,.;'F.", d,•Rri0'(•i$ynY,O"1:7:!>', %::$:7!nO:::?;:Y::f?$)'. ;?.;:Jr^? :':?i)'r`]K?';$( COY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (651) 681-4675 SITE ADDRESS: P_I,N.? 10-00900-01e-26 DESCRIPTION: 3en6 hwv a.s LOT: 1 BLOCK: 26 secI Tor! s WELUING SHOP t3uilding?Permit Typa 6uilding Work Type 'UBC Occupancy'ConstrucYion Typ'e Zon.inq Building Length Buzldinq Width PERMIT TYPE: Permit Number: Date Issued: COMM. jIiVL). ?»+ NEW F2,t3 VN I 200 7_0@ t3uilding staries 1 Square Feet . . 1.980 Census`.E-pehe 320 TNLIU5T'RIAL REMARKS: PLAN F2L`-VIEWEI7 8'I WA1'NE NI:LLE:It.. PERMIT ouzL D xNG 034N2]. 1:LJ:18/98 . . . . . _ . ?.1 ,_. . . I-GGU-'r3 UHTTL RECEIPT ".. i i i v Rf3-i . FEE SUMMARY: VALUATTOIV Ease Fee Pl.an Review Surcharqe Subtotal 4.6 112 25 $3,912.96 -----$_650 _L0 $10,745.21 t 1.Ag0 .G10 0 WFlTER PERMTI" $50,00 WNTER SURCNARGE ror.al Fee $10.795.77. CONTRACTOR: - pUplrcant - OWNER: ADKTNS COMPANIES. 7NC. 26865000 LULL IN7ERNA7IONHl 2920 SII_VER BELL RQ 30 95 HWY 13 EAC,AN hiN 55122 FAG AN MN 55121 (612) 686-5000 (651)454-4300 1 I hereby acknowledge that I have rpad this applicat_ion ar7d state that the information is correct and aqree tio comply witll all app7.icable State o'F Mn. Statutes and Gitv of Eaqan Ordinances. J ? APPLICANT/ RMITEE SIGNATURE 6UED 8Yr SIGNATU E 1998 BUILDING PERMIT APPLICATION (COMMERCIAL) ? GIU-f& f CITY OF EAOAN acT ' S 681-47 Submit followinq to obtain necessarv pertnit C? 'rQ 15'??8 Foundation Onl New Construction interior Improvement atructurel plans (2 sets) arohRecturel plens (2 sets) erchiteGUrel plens r? .--?_ (2 sets) civil plans (2 sets) strudurel plans (2 sets) code analysis (7 )" coda analysis (1) " Gvil plens (2 neta) project specs (1 set) soils report (1) landscaping plans (2 sets) Key Plan projectspecs (t) oodeanalysis (t)" energycalwletions (1)notaAveys« Special Inspedions 8 Testing Schedule " soils report (1) Electric Power & Lighting Fortn (t) not akways " SAC detertnination letter from MCANS - SAC tletermination btter hom MChNS • SAC determination letter from MGWS - dA 602-1000 call 602-1000 ca11602-1000 Speaal Inapections & Testing Schedub (1) " projecl specs (1) energyealwlations (i) " Electric Power 8 Li htin Fortn (1) -- contaa auuaing inspeaions tor sample Food & Beverage or Lodging facilities: Plan must be submitted to Minnesota Department of Heafth. Call 215-0700 for details. DATE: l6' ?? 7s> WORKTYPE: "?NEW _ REMODEL DESCRIPTION OF WORK: ,?4/ ?? r 70J voo F/ O ?pOr 6 CONSTRUCTION COST: I 3O', ?'d TENANT NAME: G U LC.- ????'?jV?i?o?aYc_ SITE ADDRESS: SUITE #: LOT I BLOCK a?o SUBD. P.I.D. # PROPERTY OWNER Name: Z v e_ E" ? N 1?',2-f44?li.c-f? Phone Last First Street -5?? /-4, IL City ? ei? 'Y G rn ? State: '110? Zip: GGL? 2' / ?-77? ( Company: /-t'.17K ( N 5 eOti1 Pit ?J! E S Phone #: CONTRACTOR StreetAddress: ?-e ? License# _ Ciry °r 9a ?- State.?-?4-- Zip: 75--?-72-3 ARCHITECT! . ENGINEER Company: 4PIL"N5 Name: ?. Sheet Address: City Sewer 8 water licensed plumber (only H instailing sewer & water): State: Phone lt: S?v -- /2 a r, Registration #: / z ?O 1 ( Zip: I hereby acknowledge that I have read this application and stete that the informatio ' correct and agreecompl with ali applicable Stete of Minnesota Statutes and City of Eagan Ordinances. I Signature of Applicant: OFFICE USE ONLY R i BUILDING PERMIT TYPE ? 01 Foundation ? 18 Comm./lnd. WORK TYPE -Y 31 New ? 32 Addition GENERAL INFORMATION ?15'19 Comm./Ind. Misc. ? 20 Public Facility ? 33 Alterations ? 34 Repair ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition Const. (Actual) Vk) Basement sq. ft. MCNVS System x (Allowable) V 1? First Floor sq. ft. I vsfo City Water X UBC Occupancy F P sq. ft. Fire Sprinklered _>e, Zoning sq. ft. Census Code 3 2 G # of Stories -4-_ sq. ft. SAC Code ? Length A001 sq. ft. Census Bldg. _QL Depth ?D Footprint sq. ft. 1 ! Census Unit ? APPROVALS Planning Building Engineering Variance Permit Fee LiLa. a? Valuation: Surcharge Plan Review 9 -1 a -`? (o MCNVS SAC - City SAC - Water Conn. -- S/W Permit ? S/W Surcharge _ SO Treatment PI. Park Ded. -- Trails Ded. Water Qual. Other ? $ 37Do oa ? 33Fs?sc? o Ql?-zmsSlpl "`A'a'?'`?? Copies C O V,?cs V)L? Total: 1 C? ,^I ??°I I ?? C.j,?? ? VnA uLJ °k SAC ? SAC Units n Meter Size o l ?vX?c? _ ? 6 ooZ> = 379 Q d ':MMr;"01:?C M?>,4),A':hR<?M1)Y•?:>F.?.?J?C.?TI:itI[,:1S?mN,:ryY1 V :F;U)1:j**** cz-rY CiF- Ei4G;iaN CtA'?IdIER;, i 1'["Rt17NAL i•lCte 774 DA'ii=:n 10i30198 Y]:NiG:: 0:5104 iD: NnNiE:, Aiq•;:t?S ?:GM:'AN:f.f-.f: iNC 2e.,_, ...i -, ? ::,:a_,i. .?ofi? i1??,?„ ,-:? ,:.??a,, „?rs .?.,.. ,:, -?, ...., _. C iot,al Fieceipk Acnc,urr';: 9,431,.25 Ckf :9F:i :63 U!3!_;i :t11o r7f,Nf;y x* %kk-R:#ix* * * m%M * * * ;k*?>srF"r?Ati',? x:aM,: r,",:?k" u?R* *X? - W830PIIkoRKnob EAGAN Road Eagan, Minnesota 55122-1897 (651) 681-4675 SITE ADDRESS: P,I.N.; 10-00900-010-26 DESCRIPTION: PERMIT 3045 HWY 13 LO1"e 1 ELC1CKa 26 S£CTION 9 PERMIT TYPE: Permit Number: BU I t. D I N G 033840 Date Issued: 10130/9S -_,?_. LuLL INrFRNmrIoNwL Bi.iJii ciing`YP armir Type FpUNtJATIOtV Byfilding Wdflk Type AlFW G'erisus Ccide 320 INpUSTftIAI_ L? , i 1Y, . . /..: -- ? v: REMARKS: PLFlN REVTFWEfJ BV' WflYNE MILI_ER. ARCHiTECT: ADKSNS COMPANIES REG #12699 FEE SUMMARY: vRLiiflI-zon? ?10,00e 8ase Fee $152,25 CITY SAr $6430.00 Surcharge $5,08 TRERTMFNT PL, $2,664.00 SflC $6 ,0 0 P.@m 'WATER WASVEft-4ir5l 4' $.OGl SAC % 100 Ff.IR CONNECTION" SAC Units 6 Tota1 Fes $9,431.25 Subtotal $6n16'7,25 CONTRACTOR: ,AOKNS COiVST INC 2G?- 0 SILVER EAGAN '(61?!) 686-5000 - AGp.licant - 26865000 BELL Rp MN 55122 OWNER: LULI_ .INTEftNATIONAL 3045 HWY 13 =AGAN MN (651)454-4300 5512'S I herehy ackrrowledga that T ttave read this information is cnrrect and agres tq Gom.p,ly 5tat'utes and City o1= Eaqan Ordinances. ? __7 ICA PER TURE applicatiort and state that tha with all appYicable State af Mn. ? ?? ISSU?aY.. SIG?ATUR- fU•?C, 1998 BUILDING PERMIT APPLICATION (COMMERC f ?•' CITY OF EA(iAN 681-4675 ?-3 q)H'3 I.? Submit following to obtain necessarv oermit " f- ? S " li , OCT - 81998 ;/ Foundation Onl New Construction Interior Im rovement structurel plans (2 sets) archkecturel plans (2 sets) archReGurel plans (2 sets) civil plans (2 sets) struCurel plans (2 sets) code analysis (1) " code enetysis (1) " civil plans (2 sets) project specs (7 set) soils report (1) landscaping plans (2 sets) Key Plan projectapecs (1) codeanarysis (1)" energycalalations (t)rrotaMrays" Special Inspeetiona & Testing Schedule " soils report (7) EleGric Power 6 Lighting Fortn (1) not aNrays ^ SAC detertninstion letter irom MCMlS - SAC determination letter from MC/WS - SAC determination letter from MC1WS - call 602-1000 call 602-7000 call 602-1000 SpeGal Inspedions & Testlng Schedule (7) " project spees (1) energy calculations (t) ° Eleetnc Power 8 Li htin Fortn (7 " -- coniaa nuuaing mspecnons tor sampie Food S Beverage or Lodging facilities: Plan must be submitted to Minnesota Department of Health. Cali 215-0700 for details. DATE: /a - 8-17 S WORK TYPE: ?-PNEW REMODEL DESCRIPTION OF WORK: ? CONSTRUCTION COST: SITE ADDRESS: -5v T S? TENANTNAME: /3 SUITE #: LOT ? BLOCK a(0 SUBD. Se cjih C Y\ ? P.I.D. # Name: LJ L c- ?t?-? rl2cz `?-t o G, C\ Phone #: S'K `f3o 0 PROPERTY Lazt First OWNER ?D ?? ?/''N ?? StreetAddress: i '??" ? City ?Q/?c 4- state: zip: ?/q 770/ Company: 14 ,e- INS ?I7????/r (2 5r Phone CONTRACTOR Street Address; ?2ZU ?avYV? /?=? ?? L cense CitY State: !0- Zip: 5?( 2 3 ARCHITECT/ ?j? (N? ?/?'z?9i ENGINEER Company: Name: ?c- ?cJ Pw Su t1 670( Sheet City Sewer 8 water licensed piumher (only if installing sewer 6 water): State: Zip: I hereby acknowledge that I have read this application and state that the infortnation is cortect and agree to com/pl/y with all appliceble State of Minnesota Statutas and City of Eagan Ordinences. Signature af Applican Phone #: 0 / 26 6 Registration #: I Z (" C7 ( OFFICE USE ONLY ??. BUILDING PERMIT TYPE X 01 Foundation ? 18 Comm./ind WORK TYPE & 31 New ? 32 Addition GENERAL INFORMATION Const. (Actuai) (Allowable) UBC Occupancy Zoning # of Stories Length Depth APPROVALS Planning ? 19 Comm./lnd. Misc. ? 20 Public Facility ? 33 Alterations ? 34 Repair Basement sq. ft. First Floor sq. ft. sq. ft. sq. ft. sq. it. sq.ft. Footprint sq. ft. Building t?Civ? Engineering ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition MC/WS System City Water Fire Sprinklered Census Code 320 SAC Code 3 0 Census Bldg. o / Census Unit 49 variance Permit Fee Surcharge ?oa Plan Review - MCMlS SAC 6 060. ctP /doow4 City SAC 001U6 Water Conn. S/W Permit - S/W Surcharge ? Treatment PI. 26EffJ00 N'/yX6 Park Ded. - Trails Ded. Water QuaL - Other J Copies -? Toeal: 9, v 31, ?? 1,/ % sAC ioo SAC Units 6 Meter Size Valuation: $ /a, 000 / DJ? r/ D V V d OJa--d 'PAti ?A? k?) w . G. C L o?t?i?,? I 0- 3U -°? ? ?!} ? ? WAIVER OF HEARIlVG NO. 586 SPECIAL ASSESSMENT AUTHORIZATION FOR CONNECTION CHARGES Lull Lift Corp. hereby requests and authorizes the City of Eagan, MN (Dakota County) to assess the following described property owned by Lull Lift Corp: 10-00900-010-26 Legally Described as Pt Government Lot 2 West of State Trunk Highway 13 Less Part to Railroad. for the following connection and availability charge: ITEM QUANTITY Lateral Benefit Water 1,878.98 FF Less Credit for Crossing of State Trunk Highway 13 Connection Charge TOTAL: RATE $27.15/ F.F AMOUNT $50,992.85 (26,770.50) $24,222.35 $24,222.35 to be spread for a term of 10 years at an annual interest rate of 6.5% against any remaining unpaid balances. You may pay any portion of these special assessments within thirty (30) days of signing the Waiver without interest at the Eagan Municipal Center. If you pay after the thirty (30) day period, interest will be chazged from the signing date to December 31" of the curcent year. The undersigned, for themselves, their heirs, executors, administrators, successors and assigns, hereby consent to the assessment of these connection charges, and fiarther, hereby waive notice of any and all hearings necessary, and waive objections to any technical defects in any proceedings related to this assessment and further waive the right to object to or appeal from the assessment made pursuant to this agreement. Dated: QClob e r Sc? , 19943 A'tAl'a'l t)'J'V.OLn? ArAWY it. BIN ES: ppp Fee Owner: Lull Lift Corp. Fee Owner - BY: l ?cs:.?? ?c ??--- 7?1 ql ?, ?9a. 2007COMMERCIAL BUILDING rERmrr nrrLicnTiorr 75- City Of Eagan ??i???L C- 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 Plans are considered public information unless you s*-te they are trade secret andhy. ti.4.A A-474 • acmaurai nans tu sacs i- • Civil Plans (2) • Gertificate of Survey (1) . CodeAnalysis (1) " • ProjectSpecs (1) • Spec Insp & Testing Schedule " (1) . Soils Report (1) • Meler size must be established 1 1 1 1 1 1 • SAC determination - call 651-602•1000 •+ Contact Buildir *•' Permit for new • Cedifcate of Survey (1) • StruGUral Plans (2) • Archdectural Plans (2) sets • HVAC unks req'd. on bldg elev. ! site plan ? Civil Plans (2) ? Landscaping Plans (2) • CodeAnalysis (1) • EnergyCalculations ' (t)'• • Emergency Response Site Plan (1) . Spec. Insp. 8 Testing Schedule (1) " • Eledric Power & Lighting Fortn (1) " • ProjectSpecs (1) • Master Exit Plan (1) • SACdetertnination-ca11 65 7-602-7 0 0 0 . Fire Stopping Su6mittals . Fire Suppression/Alarm Fortn • ArchiteUural Plans (2) sets • CodeAnalysis (7) • ProjettSpecs (i) • Key Plan (1) • Master Ezit Plan (1) . Energy Calculations (1) nM always" • Elec. Power & Lighting Form (1) not always" • Meter size must ba established-'rf applicable d 1 1 1 ?. • SAC detertnination - call 651-602-1000 at 651-201-4500 for details regarding tood & beverage or lodging facilities. Iions to see if it is required and for a sample. or addition will not be processed without Emergency Response Site Plan. p T 0-0 Date Construction Cost ? /J Site Address 4 U UniVSte # Tenant Name Former Tenant Name Description of Work v rn J T27. Property Owner E)a-vt, GIvre rAA Telephone #( 65 ?) 2-c6? -??'f) () Applicantis: Owner X Contractor - , - Co tact#: 1 Contractor Address 2? 2'"?"? S?• City /" f Qk : State Zip Telephone # (61'Z Arch/Engr Registration # -s A,ddress . City : ;;,'$tati$'. Zip Telephone # ( ) Licensed plumber installing new sewer/water service: Phone #: I hereby apply for a Commercial Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work wiil be in accordance with the approved plan in the case of work which requires a review and approval of plans. I - Applic 's Printed ame ? Applic t' Signature DO NOT WRITE BELOW THIS LINE Sub Types ? Ol Foundation ? 14 Apartments ? 15 Lodging ? 25 Miscellaneous Work Types ? 31 New ? ? 32 Addiiion ? ? 33 Alteration ? ? 34 Replacement Valuation _S ow Plan Rev 100%---25% ? SAC Units Nbr. of Units Nbr. of Bldgs 1- Fire Sprinklered --?? Required InspecHons _ Footings (new bldg) _ Footings (deck) _ Footings (addition) Foundation _ Drain Tile D' ? 26 Public Facility ?27 CommerciaUlndustrial ? 28 Greenhouse ? 29 Antennae ? 30 Accessory Building ? 32 Ext Alt-Apartments ? 34 Ext Alt?ommercial ? 35 Ext Alt-Public Facility ? 37 Nail Salon 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair 37 Demolish (Bldg)` Cd?43 Reroof ? 46 Windows/Doors 'Demolition Building - Give PCA handout to applicant Type of Const c-- Wdth - Occupancy MCES System Zoning ? --- City Water Stories Booster Pump Sq. Ft. PRV Length Code Edition _ nveway Apron _ Roof Ice Pr _ Decking V/Insul _ Framing _ F'veplace _ R.I. _ Air Test _ Final _ Insulation _ Sheetrock maUC.O. FinaVNo C.O. Other Final _ Pool Ftgs Air/Gas Tests Final _ Siding _ Stucco Lath _ Stone Lath _ Final W indows Final C/O Inspection: Schedule Fire Marshal to be present. _ Yes L--?No Approved By: Planning Building Inspector Base Fee Surcharge Plan Review SAC-MCES SAGCity SM! Permit S!W Surcharge Treatrnent Plant Treatment Plant(Irtigation) Park Dedication Trail Dedication Water Quality Water Suppiy & Storage (WAC) Financial Guarantee Storm Sewer Trunk Sewer Lateral Sewer Trunk Street Water Lateral Water Trunk Other Total IIA Metropolitan Council ii Environmental Services November 20, 2008 Dale Schoeppner Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 ?r .rc'rj\?\I I? LJ I- ?C 1=.?1 NOV `L 4 fOD8 Dear Mr. Schoeppner. The Metropolitan Council Environmental Services (MCES) Division has determined SAC for Ihe Sowles Properties remodel to be loca[ed at 3045 Highway 13, Suite ] 00 within the City of Eagan. This project should be credited ] SAC Unit, as determined below. The credit may either be declared si[e specific or used city-wide. Chazges: Of6ce 8680 sq. ft. @ 2400 sq. ftJSAC LJnit Meeting Room 2770 sq, ft. !r? 1650 sq. ft./SAC Unit Warehouse/Storage ` 55,084 Sq.'ft. ` 7000 sq. ft./SAC Unit Showers 2 showers @ I showet/SAC Unit Credits: Lull Engineering (5/96) SAC Units 3.62 1.68 7.89 2.00 Total Charge: 15.19 1 k,QO -_ Net CrediL 0.81 or I 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. [f there is a change in use or size, a redetennination wi II need to be made. If you have any questions, call me at 651-602-1 1 18. Sincerely, Gv?m L?eP4 Ka on CappaeR SAC Technician Environmental Services Division KC:kb:081120AI ' cc: J. Nye, MCES '- - Peggy Fleck, Eagan Jack Romsaas, Sowles (emaip www.metrocouncil.org 390 Robert Street North • St. Paul, MN 55101-1805 .(651) 602-1005 . Fax (657) 602-1477 • TTY (651) 291-0904 An Fquul Opportunity Empioycr ... City of Eapn 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax:(651)675-5694 A, 41A'• Y - 'wr?, ??l.,Y I 2 - O? oejP.e(?-- i---- ?.?,---- --, ? Fof, Ofhce Use? I ? I Permit#: ? j Permii Fee: ! ?I ? Date Received: • ? ' ? ? ? Staff: k;1? I 2008 COMMERCIAL BUILDING PERMIT APPLICATION Date: 10114-1001 Site Address: 3OA? ?AVAAVILZr I3 ??G K?I ? IVIN 55121-1la?'J2 Tenant Name: LIVTet) OIJ' R.N%LS (Tenant is: _ New! ? Existing) Suite #: ?w PROPERTYOWNER 5 Name: eo?,&lL.EQJ' T'ZPFS=a°J ?-? Phone: 6051 '207-';179 eAeAUt 691V-1402 &Ts? 1= AddresslCity/Zip: BD46 4W`? 175 1 ) Applicantis: V'O'Owner _Contractor TYPE OF WORK Description of work: \NPS'LE??cOI?.? -r'"t..Q. V?Ia?.L.?°7 !6'? U?'G?TIt,tG. eME?C?cCY t-?7It?G. ? EXt7 sll?u Construction Cost: CONTRACTOR Name: GlT'( Wl'C7Cu rzj?TrxIL lMe.. License#:' Address: I?06 lff=44,? City: i,?i??-, Sta[e: ? Zip: '?JtrJ?22 Phone: (ecSI ^?'J2-443a7 ContactPerson: LES )r*AKSC.?`1M1.1 ARCHITECT! Name: lay..V ?' ?? 1?1a. Registration #: ENGINEER Address: ZZZ Nt? ZLt> '5TUET-FT City: W NN??UJ State: v?zip: 65401 Phone: 421Z' 339 ?3IS 2 Contact Person: ;+;44 V-i?lal-? Licensed plumberinstalling new sewer/water service: N?c Phone #: be publrc lnformairon ; Portlo"ns;of j NOTEi Plans a`nd §upportin"g documenfs thaf you' su6mif are con's7o1 e°;ed to _, ? _ fy to `eimit the C that would son ' the i f io iri public rf id i " be cl s§ f ed a no { p s n ormat n a you pro y e spet?cr cSea a y i i s. n ... . .. ?conclude, tliat the are I hereby acknowledge that this iniormation is complete and accurate; that the work will be in conformance with the ordinances and codes of the Ciry 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 parmit; that the wvrk will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X ?dG' 4C. 1Z::)M4:AA3 X ?c_?z.??CPrhn,A??1? ApplicanYs Printed Name Ap ' anYs Signature CENTAC'T fr IWF? bA`YE CV_lE4)J Page 1 of 3 cosi -zg7- 9790 DO NOT WRITE BELOW THIS LINE SUB TYPES: ? Foundation ? Apartments ? Lodging ? Miscellaneous WORK TYPES: ? New ? Addition W' Alteration ? Replacement ? Public Facility 12__?Commercial / Industrial ? Greenhouse ? Antennae ? Accessory Buiiding ? Ext. Alteration•Apartments ? Ext. Altere[ion-Commercial ? Ext. Alteration-Public Facility ? Nail Salon ? Interior Improvement ? Siding ? Demolish Building` El Move Building ? Reroof ? Demolish Interior ? Fire Repalr ? Demolish Foundation ? Windows ? Water Damage ' Demolition (entl re building) - give PCA handoui to appllcant v?.?vnr I 4a., Valuation Occupancy , ssn- MCES System ? ? 7- Plan Review - Code Edition ^ ? sL?D-1 SAC Units ? (25%_ 100% C,?) Zorifng ? City Water Census Code Stories ""- Booster Pump # of Units Square Feet "- PRV # of Buildings •? Length -^ Fire Sprinklers :rZ S - Type of Const. Width ? ? ` REQUIRED INSPECTIONS Footings (new bldg) Sheetrock Meter Size: Footings (deck) , __,,,,-Final/C.O. - . ' Footings (addition) FinallNo C.O. Foundation HVAC " Drafn Tile Other: ' Roof: _ Decking _ Insulation _ Finai _ IceNJater Pool: _Footings Air/Gas Tests Final ? Framing Siding: _Stucco Lath _Stone Lath _Brick Fireplace:_R.I. _AirTest _Final Windows Insulation Retafning Wall Final C/O Inspection: Schedule Fire M arshal to be prese nt. ?Yes _ No Reviewed By: 1ke- L , Building Inspector Reviewed By: cjl? Planning COMMERCIAL FEES: Base Fee Uv Surcharge Plan Review SAC-MCES SAC-City S/W Permit S/W Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water 4uality Water Supply & Storage (WAC) Financial Guarantee Storm Sewer Trunk Sewer Lateral Street Water Lateral Other Total f ?i Sewer Trunk W ater Trunk Page 2 of 3 it Metropolitan Council Enaironnaental Seruices ivTovember 20, 2008 Dale Sclioeppuer Bni(dine Official City of Eagan 3830 Pilot Knob Road Eagazi, MN 55122 Deaz Mr. Sclweppner: The Mefropolitan Coimcil EuviromneNal Seivices (IvSCES) Division Uas detemrined SAC for the Sowles Properties remodzl to be located at 3045 Higliw ay 13, Suite 100 ividiin the City of Eagan. Tlns project should be credired 1 SAC Uuit, as detennined below. Tlie credit may eiUrer be dedued site specific or used city- wide. Charges: Office 8680 sq. ft. @ 2400 sq. R.ISAC Uitit Meeting Room 2770 sq. ft. a 1650 sq. ff./SAC Uuit VJuehouse/Storage 55,084 sq. ft. a 7000 sq. ft./SAC Unit Show•ers 2 showers @ 1 shower/SAC Unit SAC Units 3.62 1.68 7.89 2.00 Total Chazge: 15.19 Credits: Lull Engineering (5/96) ? Net Credit: 0.81 oc I The business infonuation was provided to MCES by tUe applicant at this tuue. It is the City's responsibility to substantiate die Uusiness use aud size at the time of the fiual inspection. If there is a change in use or size, a redetermniation will need to be made. If you have any questions, call me at 651-602-I 118. Sincerely, Karon Cappaert SAC Teclmiciau Environuental Sen%ices Division KC:kb: 081120A1 cr. J. Nye, MCES Pegny Fleck,Eagan Jack Roiusaas, Sowles (email) wwcv.metrowssncil.org 390 Ro6ett Street NoRh • St. Paul, NLI 55101-1805 •(651) 6024005 • Fax (6511602-1477 • TTY ;651) 291-0904 An Eqvat OpporCVnity EmpCoyer ? N ? IN ACCESS OF , 26 ACRES 1 i : r - ?j y ? .A1?. ?l ??. 7°i?•? p ? lOA^;Np U?^K . ._ fD0' ? -, -? ,r? .. .. .. -- --' ,LA;Jt; s, ---? f- - J LAW[t °ARKINO i FENCE _. -- ---- --? i ?- -- -- - -J PAR KING BARN FIELD - FENCE i I I ? ? IN ACCESS OF 26 ACRES PARKIN6 ENCLOSED THREE SIDES ?SOUTH SIDE OPEN 1 1 /6 toov ---? 40 FENCE I LOA D+N 0 OOCK PAR KlN G BARN , - ?,,? ;,??,??` _ • • :l:._c? NEW_.STOQAGE_SHED a VI l t? +y'o J ? O 5 N? 4C?JG?{ ? r..: 03.?„?-:y^ p`.•,, I F. -? ? -. ? ' \",/•'~.-?? ' 1 ?? ? PAiKIV9 L ? S - -' is;S..o at I --- ? : 2 .•fcN. s--rc n•rY. oif?. rnn!•?. iT•iE w.vy ,f: g } ? ., .._. _ .. ? • . a:. ?..{'?. ?....: ? Jf'?.?.< . .1sfi; .?.:; e. . . x;::n:.? .\. S._°?., . r.x; . ...'? . .. . ... r . . ... . . ... ... •... .. .. ... ... .. Ff f L0 r_ . .... -j . .. ' . } ?.??.?_ 2.Jr_DIkL a37?7•7V ' . SIS? P??rJ • G.?IGK ' . . r I ; , I , ; t r J- N pCC-SS GF 26 ACRES "-- / ! / - ----'-------?---- , t ' _._---------- .r .ti:? ---... , ?+.n.? r" `- •---._?tyT^' Y .._"- ..._..?..-.---- .. . .. .... ---^----_.- ____..-----_. I .,.._.._ . . . ..--____---- --_..... _. _ . _ __... . .. ?.,' ....'__'_"..r.__r_. ? 9ARN /? ?- i LAW N FENC6 ? , r\ 'y ...\ 5 \ ? E L D FEN ? ,?. _??....,...._._.._.....?.?.?....--.,.?............r+--.......a._?_ ..--?^? i -- Size of Building - 40' x 60' Side Walls 12' Roof Pitch 1-12 Materials - Steel Frame Steel Sheeting (- STORA laE S NED ' " 6" foil back insulation " r 5' G?1E5 HpUSE 4 floating concrete ? 4- P/.I?J"( 5H017 ? PpITlOrJ 'Elp NC 3- ? Sr Slab floor I 2 o ?erh ors service x ? v1T? PLA? ' V. : UPA(?E ?o ? do e by Noel Construction ErectOon 2 - 5-iOF of Rosemount - O?=F ?G= _ v - ? -s? ?..?a 3 ? ?AnE Pu? AWD o ? / ??? TR UN K yr• ' ? auy, / - ' ? s .ac?i.z io[aas5 ru smx ` ? N I ? St?RPG? ? ?? \ ? ? ? N ? • 4??""`? a \ 4 4af ? e , dit Yw. ? ° \ \ ? • • • . f?Y. ti. ?1 / \ ?? ''.... l e •• `/ ? / ?/ \ ?`? ' \ cy'NN'_' Qr? \ ?? ?\ +?o?uO \\ 'w \ \ ? C? \ ? \ \\ ? ? W 0 0 D E D m„ r/?_??GRP e ? i •A R A 1bE 1 TaT o l ? Q ? P A i W I VLVh.?? ?, =Og ?i\O - ? ?? ??.? ?? ? ? ?--? ?\ 1?\? ?? ? \ ? ?__„- ..•-? l?l ?? I ? - /4 SEC , . o. oli ? . L'UL L EN6/NEEE'/NG Cc2. . ? . ? . ? ? G. . .. \ 7 . / 022_ooD ?,,. . • o,o•zb r,? 020-00 • . H? 170.00 89.00 • E"" ODE L . ?oyT ?o,T- Z ? I 2 07 / J I „QaAD IT ? M eaoo i74 c ? ?v?e r,y y ? \? 3 `r ? ! . ? ?O t3o.Y ?7J 3!2 ' r?t . • ?. ? '' 051 -oa : . . ?e 4-? s1I. a ??c ,ss?B A4yv.rr W., L Vi?/ttA. - ys<< ?/ xJ/ Gi/s?,Es I ? w N - ( :3 ?^ b o ?TK E!"? • ? • ' i (NDIJ ; TRIAL??`? 4AKSE$T F'OUR I ?ocK ! i 3, p RK /2 b 6/ g !?2 ?`V • ? ? ? \ ? - J ` .. ,. J ?\' . . 6z -Y OAkS ' M ? ;• / U` 9 I' .?. ov r' GoT 3 i ' N3 ?. At, • ? Zf A?. , ... o2r-31 ? ? ' ' . . `?, ... . . ? a P b .. \ . .. ' lLr/7 6 ??an C. s ? Use BLUE or BLACK Ink h For Office Use raq3 1K I 1 City of EaRdn I Permit ~ r✓i' y I 3830 Pilot Knob Road RECEIVED /ED ~ Permit Fee: ! I Eagan MN 55122 I Phone: (651) 675-5675 MAY 2 2 2014 I Date Received: I I Fax: (651) 675-5694 staff: T 17 2014 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION* _ Date: 4/24114--_- - 3045 HWY. 13 Site Address: Tenant: _ BLDER'S MATERIAL OUTLET Suite Name: Phone: Property Owner Address / City 1 Zip: Applicant is: Owner Y Contractor Type of Work Description of work: ADD SPRINKLER PROTECTION AS SHOWN ON ATTACHED PLANS-__ Construction Cost: $8,733 Estimated Completion Date: 10/1/14 Name: ESCAPE FIRE PROTECTION C-086 License I Contractor Address: 3020 CENTERVILLE RC3=---- City: LITTLE CANADA y------- State: 4N Zip: 55117-- Phone: 651-771_8874---- - Contact: ANGIE HOPPING Email: chop in a ssca efire_cgr FIRE PERMIT TYPE WORK TYPE Sprinkler System of heads~6 ) - New -X Addition Fire Pump Standpipe _ Alterations Remodel Other: Other:-------------------- DESCRIPTION OF WORK: X_ Commercial Residential Educational FEES Contract Value $_8,733X.01 $55.00 Permit Fee Minimum ° $87.33 *If contract value is LESS than $10,010, Surcharge = $5.00 $ Permit Fee **If contract value is GREATER than $10,010, Surcharge = Contract Value x $0.0005 $5.00 _Surcharge* ***If the project valuation is over $1 million, please call for Surcharge - 9233 TOTAL FEE 3/4" Displacement Fire Meter - $260.00 = $ NIA _ Fire Meter = $92_33 TOTAL FEE *Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x-ANGIE HOPPING y Applicant's Printed Name - Applicant's Signature 6~7 F0 OFFICE USE REQUIRED INSPECTIONS_ Hydrostatic Flow Alarm Drain Test F2ough In Trip Pump Test Central Station Final Conditions of Issuance: - a R i ' A ` Reviewed byD- Permit ~ Dater J J - _ 1 z Use BLUE or BLACK Ink r----------------- I For Office Use � �I Ct fc� c�n ' � a ���� � �b Ol �U Qll 5 k"� �� � Permit#: �- � i Y � RECE!`JED ��r �' � � � �.`� ' 3830 Pilot Knob Road � �.L i Permit Fee: I I Eagan MN 55122 J�� 3 O � P h o n e: (6 5 1)6 7 5-5 6 7 5 2p�� � Date Received: � Fax: (651)675-5694 I � I Staff: I �-----------------I 2014 MECHANICAL PERMIT APPLICATION ❑ Please submit two (2)sets of plans with all commercial applications. `�w�� � 3 �'�yy.� ��j- ,.�'i� �����`����or .�}-- Date: /:3� `v�/Y Site Address: p � , � Tenant: ��o "� ��.�°'���y Suite#: Resident/Owner ' Name: ��(�, ���r;C�� �gJ't--�",y'c5 hone: ��"'�.5�,�-��� Address/City/Zip:_���°-�l��y° /���r�%%T� `y'r'�. ' Name: �����G ���4�-°� ���� License#: Confractor ` Address: ���� ��� �����y/�`��� City: ���a'� ` State: /�it-� Zip: ��0� o� Phone: /�'<orr�-�C3 �S%� �_ �.�r ��- �Q� Contact: �'�L°�� Email:,Q� �'�'�t�.,�� rtr'�"���'L ���'� C'd�✓! �New Replacement Additional Alteration Demolition Type of`Work ' Description of work: NOTE: Roof mounted and ground mounted'mechanical equipment is required to be screened by City ' Code.; Please contact the Mechanical Inspector for information on permitted screening methods. RESIDENTIAL COMMERCIAL Y Furnace ��vi,�"' ���S,K� New Construction _Interior Improvement Pe1'mlt Type —Air Conditioner .�C` Install Piping -/'C�'�'1� _Processed Air Exchanger Gas ��� Exterior HVAC Unit _Heat Pump Under/Above ground Tank �Install/_Remove) Other RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit(includes$5.00 State Surcharge) �, $100.00 Residential New(includes$5.00 State Surcharge) _ $ /� TOTAL FEE COMMERCIAL FEES � Contract Value$_�_���x.01 $55.00 Permit Fee Minimum $70.00 Underground tank installation/removal = $ � Permit Fee *If contract value is LESS than $10,010, Surcharge=$5.00 =$ _�p„''�� Surcharge" "'If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005 "**If the project valuation is over$1 million, please call for Surcharge =$ ( 3� �� TOTAL FEE � I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which r quires a review and approval of plans. j'S�*�/(�.�'/�� /�/���`�V'�,,.�' ��/�� x �����`� � �•����� `���5' � ,�.., ApplicanYs Printed Name Applicant' ignature FOR OFFICE USE r � Required Inspections: Reviewed By: !�'i- Date: --♦�� Under�s�d �ough In Air Test ' Gas Service Test` Jn-floor�t Fi�fn-=• HVAC Scree ing ��-s ��y /3 AMERICAN CONSULTANTS , ENGINEERING •ENVIRONMENTAL •GEOTECHNICAL TESTING, INC. •MATERIALS •FORENSICS REPORT OF PROJECT TESTING SERVICES PROJECT: R�PORTED TO: BUILDING ADDITION STONE CONSTRUCTION,INC. BUILDING MATERIALS OUTLET 21$1 107TH LANE NE HWY 13 &MEADOWVIEW RD. BLAINE,MN 55449 EAGAN,MINNESO�A ATTN: PAUL 5TONE DATE: SEPTEMBER 30, 2014 AET PROJECT NO.: 26-00793 INTRODUCTION This repoxt sumrriarizes the results of the project testing services we conducted for the new addition to the Building Materials Outlet store in Eagan, Minnesota. Our services were performed as requested by Mr. Paul Stone of Stone Construction, Inc. on June 4, 2014. Our scope of services on this project included the fallowing: • Obseiving the soils in the mass excavation for a part of the building addition. • Observing the soils in the bottoms the footing excavations for the building addition. � Conducting soil compaction tests in fill placed for the project. � Observing reinforcing steel placed in certain structural elements. • Conducting on-site testing of plastic concrete. • Performing compressive strength testing of concrete test cylinders. • Observing welded and bolted connections for the stxuctural steel fiame, steel joists and roof deck. • Sumznarizing the results of our services in a written report. Our services were performed on a will-call basis, as scheduled by field personnel with Stone Construction,Inc. This document shall not be reproducad,except in full,without written approval of American Engineering Tesiing,Inc. 5548 Barthel industrial Drive,Suite 500•Aibertville,MN-55301 Phone 763-428-5573•Toll Free 800-972-6364� Fax 763-428-5575•www.amengtest.com O�ces throughout Florida,Minnesota,South Dakota&Wisconsin AN AFFIRMATIVE ACTION AND EQUAL OPPOR7UNITY EMPLOYER ��� r AET Project No. 26-00793 -Page 2 of 6 DESIGN INFORMATION We understand or assume that the construction recently completed consists of a new addition to the existing buildings. The new addition will provide a connection to two existing buildings and provide more warehouse space. We further understand the new addition: • Has one above grade level. • Has an on-grade slab with the floor level at au assumed elevation 97.0, matching the existing building to the north(southern building floor at assumed elevation 100.0). • Is supported by conventional spread footings designed using an allowable soil bearing no greater than 2,500 pounds per square foot(ps�. • Has bottom-of-footing elevations ranging from about 93 (perimeter) to about 95'h (interior columns). � Is constructed with precast concrete panel walls supporting steel joists and a metal roof _ deck. • Has noi7nal tolerance to settlement(up to 1-inch total and %2-inch differential). • Is constructed according to applicable building code requirements. Deviations from the above design information could necessitate altering our conclusions and recommendations. Contact us if the information stated is different from the actual project design. BACKGROUND INFORMATION Previously, a subsurface exploration program was performed at the project by our firm. The results were presented in our April 17, 2014, Report of Geotechnical Exploration and Review (AET Project No. 22-02428). Refer to that report for pertinent background information and for more detailed reconnmendations for earthwork con•ection and structural support. EXCAVATI4N OBSERVATIONS We observed the excavations for the building addition during the period from June 4 to July 10, 2014. We�were not present at the site on a full-time basis. Our services consisted of several site � visits,performed on a will-call basis,when requested by Stone Construction, Inc.,which allowed us to observe the excavations noted in this report section. In addition to observing the soils exposed in the excavations, we conducted shallow hand auger borings and hand cone penetrometer probes in the bottom of the excavations. The soils encountered were classified in AET Project No. 26-00793 -Page 3 of 6 general accordance with ASTM: D2488. Estimates were inade of their strength properties based on their resistance to advancement of the hand auger and from the hand cone penetrometer readings. The soils were also compared to the soils described by the preliminaiy reports and associated boring logs. The soils exposed in the excavation bottoms were judged to be naturally deposited soils consisting of mostly silty sands (SM) or lean clays with sand (CL). Oi.0 hand cone penetrometer probes indicated the naturally deposited soils should be capable of supporting unit stresses of up to 2,500 psf. Based on the hand auger borings, hand cone penetrometer readings and our review of the geotechnical report, it is our judgment the observed soils should be suitable for support of the fill and/or the building loads. Pre-existin� Storm Sewer Backfill—Mass Excavation During our initial site visit on June 4, 2014, we observed the backfill over a storm sewer line that was located below the west side of the proposed building addition. The storm sewer line appeared to be iunning from the west side of the addition and exiting out of the addition near the southwest corner. We judged the backfill to be very soft, wet and unsuitable for foundation support. We recommended the backfill be rennoved. The proposed footings at the southwest corner of the addition connect the two buildings and therefore are in close proximity to the foundations of the existing buildings. As mentioned above, the pre-existing storm sewer line is located below this area. For this reason, it was not passible to excavate the soft backfill at most of this location. The proposed footings in this area were instead supported by helical piles installed in mid-June. Also two of the existing footings column pads were also "underpiruied" with helical piles to provide support so that the soft fill located to the northeast could be removed without affecting the existing soil supported footings. We were not requested to perform observations of the helical pile instaliation. We observed the remainder of the soft backfill removal. The bottorn of the mass excavation to remove the northeasterly parts of the soft backfill was generally at an elevation�of about 87 to 87'/2. One proposed interior column footing was located in the area of the soft backfill removal. Footing Excavations We observed all of the footing excavations for the addition. Most of the footing excavations were at design footing grade elevations ranging from about elevation 93 to 95'/a, other than the column footing located above the soft storm line backfill mentioned above. In one area at the central part of the east line of the addition, some soft water service backfill was observed. The soft fill was AET Project No. 26-00793 - Page 4 of 6 removed and the footing was constructed iower, on the suitable natural soils, at about elevation 90. COMPACTION TESTING OF FILL SOILS On June 27, 2014, we conducted two compaction tests in the fill placed after removal of the soft storm sewer backfill. The density tests were conducted on a will-call basis. The field density tests were compared to the laboratory Standard Proctor maximum dry density (ASTM: D698)to arrive at a percent compaction level for each test. The test results are attached. The results of the tests met or exceeded the minimum recommended compaction level at the locations and elevations tested. REINFORCING STEEL OSSERVATIONS Before concrete was placed for some of the footings of the building addition, AET personnel observed the location and placement of mild reinforcing steel. Our observations were performed on a will-call basis, when requested by personnel from Stone Consnuction. Our sexvices included the following: • Reviewing the most current approved structural drawings present at the jobsite. • Measuring the sizes of the formwork and verifying confarmance with structural drawings. • Documenting the bar sizes,the number of bars,the spacing of bars, and verifying general conformance with the approved drawings. • Documenting that adequate bar clearance was provided from forms, subgrade soils, or future concrete surfaces using chairs or other approved devices. � Observing the general appearance of the reinforcing steel bars and framework. Based on the results of our observations, it is our opinion that the reinforcing steel placed in the observed structural elements was in substantial coinpliance with the current structural drawings. AET does not perform surveying services, therefore, our observations of the reinforcing steel were based on the positioning of the formwork by the contractor.or their subcontractor. We are not responsible for the exact locations of the formwork. I AET Project No.26-00793 -Page S,of 6 CONCRETE TESTING Field Testing We performed testing of the plastic concrete as it was being placed for some of the footings of the building addition. Our seivices included the following: • Measuring tlie slump of the plastic concrete. • Measuring the percentage of entrained and entrapped air in the plastic concrete. • Determining the temperature of the plastic concrete. • Casting 4 inch diameter by 8 inch high test cylinders. All testing was performed in accordance with current ASTM procedures. The results of the on- site testing were presented in our Reports of Plastic Concrete Testing. Copies of these reports were issued previously under separate cover. The results of our tests generally satisfied the project specifications. Compressive Strength Testing We performed compressive strength testing of 1 set of test cylinders cast by AET personnel from concrete that was placed for the foundation elements of the building. The results of these tests were presented in our Reports of Compressive Strength of Cylindrical Concrete Specimens. Copies of these reports were previously submitted under separate cover. The results of the compressive strength test at the 28-day age met the 28-day design strength. We also performed compressive strength testing of 5 test cylinders cast by the contractor. The results of these tests were presented in our Reports of Compressive Strength of Cylindrical Concrete Specimens. Copies of these reports were previously submitted under separate cover. The results of the compressive strength tests met the 28-day design strength. OBSERVATIONS OF WELDED AND BOLTED COTtNECTIONS NDT technicians from AET observed the field welded and bolted connections for structural framing, metal decking and bearing plates. Visual weld observations were performed in � accordance with the requirements of the AWS "Structural Welding Code," Sections D1.1 and D 1.3 and/or applicable contract documents. Individual welds were visually observed for quality, size and length. Visual obseivations were also made for the puddle welds fastening metal decking to the joists. The puddle welds were observed for spacing, pattern, size and quality. The TEK screws were observed for zhe conect number and pattern, as well as sidelap fastening. AET Project No. 26-00793 - Page 6 of 6 The bolted connections were observed for coinpliance with the "Specification for Structural Joints using ASTM: A325 or ASTM: A490 Bolts" approved by the Research Council on Stiuctural Connections. Bolted coruiections were observed for appropriate bolt length, washer installation and ply contact of the joint. For tension control bolts, we also documented that the splined ends were sheared off. Based on our observations and testing, it is our judgment that the welded and bolted connections which our technicians observed satisfied the requirements of the referenced codes and project specifications. The TEK screws fastening the sidelaps of the decking were also installed per the project plans and specifications. CLOSURE To protect the client, the public and American Engineering Testing, Inc., this report (and all supporting information) is provided for the addressee's own use. No representations are made to parties other than the addressee. Our services for this project have been conducted to those standards considered normal for services of this type at this time and location. Other than this, no wai7anty, either express or implied, is intended. SIGNATURES Report Prepared By: Report Reviewed By: American Engineering Testing,Inc. American Engineering Testing,Inc. ����✓�--. _ ����� �Gi�t�c°Fs� James . Miller Ryan . Schmidt, PE Senior Engineering Assistant Senior Engineer . MN License No. 40501 . Attachment: Report of Density Tests Afi�t�t� 1� American engineering resting, Inc. L11�'lLj`lll�`A'!,T Saint Paul �Albertville 550 Cleveland nve N�5548 Barthel Ind Or, Ste S00 � ���'����'��h� <651)659-900155114 I�763)42815573MN'S5302 ��',�����'f ���� Toll Free:C800)972-6364 www.amengtest.com Field Density Test Report � � CI'tent: STONE CONSTRUCTION CC: ThisdocumentsAalinot //�� n(� �fj��/ be reproduced,except in / � �� % � I Project: 26-00793 e�u,�cno�iw�nan �Q� yc^_ pproval Bom Mierican BMO Building Addition Engineering Tes6ng,i��. 3045 Hwy 13 Date of Issue: 9/22/2014 Reviewed By: JAMES MILLER Eagan,MN Senior Engineering Assistant � � Tested By: BRANDON MENSING Date Tested: 6/27l2014 Field Methods: ASTM D 6938 Gauge Type: Troxler 3430(NUCLEAR DENSITY Test Mode: Direct Transmission GAUGE) Model Number: 3430 Standard Count: Densiry: 2174 Serial Number: 24744 Standard Count:Moisfure:621 Sample ID Material Method MDD OMC(%) (ib/ft') _._... _-----.._.-----_ ...__.,. - -- _---... _�.�_-_ ---._�... _.____.__._.._...-.---. . .__._,..__,_____�_..__.__.__.. _. -------._______�_____. 26-00793-W1-S1 ;Silty Sand,a little gravel,fine to medium � ASTM D 698(B) ; 117.7 ; 12.4 _---9rained_brown(SM).__,_._._. , • ._'_-__ ___ _.._.. _.� * . Test Practor Sample ID Probe Wet Density Moisture OMC Var Dry Density Comp(%) Comp Spec Results No. Depth (Ib/ft') Content(%) (!b/ft') (in.) _ .___-,--..___.____..___...__ . ___.._ �..._.__.. .._.___._ _ _,._,.____.---- _.__. , . _._..---.._._ ., ___.____.__._ _._. ._ � ; 26-00793-W1-S1 ; 12 ; 125 5 _.,_ _,_ 12A ` -0 4 ; 112.1 ; 95.2 >_95 , OK _:_ _ _ _ ... .. __ .. , __. _ _ 2 ; 26-00793-W 1-S 1 ; 12 , 125 9 ; 11.8 ; -0 6 � 112.6 I 95.7 �95 ' OK ; �� General Location: Test Location 7est Elev/Depth MateriaULayer No. ____.�___________...,...---_.___._ ..____. 1 '=.7'north of new wali,10'east of existing(western)building � � ; �µ�-2.0 �V rt.-tseiow�rioor--- _ _ _ _. _.... __ _ _ ,._rt.rset6�°rioor_. 2 ;50 north of existing(southern)building,30'east of existing(westem)building. � -1 : ��A,�P S OMC=OpGmum Moisture Content MDD=Maximum Dry Density OK=NI Resul�s Meel Specifiration Form No:110244,RepoR No:ND:26-00793-W2 �2000-2013 qESTLab 6y SpecfraQES7.com � P8g@ 1 Of') .�MERICAN Pg�_of 1^ ' ENGINEERING �I'ESTING, INC. ��� ����� ������ CLIENT: S�o�e.. �/�,,�7��NG-�/o.� AET JOB NO: �6 -Gb_Z93 PROJECT: Suila�i�g IS'lifriil.s C'�uf/e� ��7oy DATE: 7-Z 9-/S� , RESULTS: /1 �32�' ���� '�P�►�S/'o� c-en�rol �o/�-S' CN�i�. 1.1.CLc� ?�3 �t'7ea 7''�1-2- s�"/'ut�'�c/'1� -�'r���� �h.,P_�..�_ �o��, s�/ bo /�s �e .���� z� O�,�e�crt� w�e/�:�q c��' bu ior's�.r �a b.e�wrs �r� C/y� Wzlt J�.tr��, p�s�eJ' � .T'i ze �r� �P�r9� o� kle�o�s /ltGe� �/�rvi,,� �e�.tr% r�e9wi�^e wt��s. �u.t � � t✓tl�S �!'� w/�o �t S�•tnc�.trr�S csp� ��.�'.D/./''/o. � O�S` ricl � � ` • ��¢c� i� c-e. u�c,ri►�' t�Gy/, .1'• �I z ' �e.. 3 � 3 X/Y" J rc.� 1 f �' 2 z iri ���� a ' i�� � w�r -e 2 i/ �3, �. [ �y S ai� % ;�.�2'/z '�C :�d ,7y1�+:J' f/� oa� h.e.J�_ �'i�e��r � ��S�s j.r...accP,0�.2�1 ,; . .... . . ... .. .. TIME: MILEAGE: . �c.rl CLIENT REPRFSENTATIVE AET TECHNICIAN «- This document shall not be reproduced, except in fuii,without the wriiten approval of American Engineering Testing, tnc. 06-NDT 1176(8-03) .f�MERICAN P9—..�— of�_ � ENGTNEERING T'ESTING, INC. ND`f FIELD REP�RT CLIENT: S�onz G,'ons�L'�tc.-FiGvi AET JOB NO: 2�6 -0079� PROJECT: t�H;ld�� �I,�fier�zls 6u��.f �-��oi� DATE: 7 -3 0-i5� RESULTS: 06�e�✓-�o( ave�.:�� ��' �e. n�c�'�t ��c ( �er i� �e. sizc �� oa��� ��' �� w�e�lc �P�t�� c�.i�� �l ��./ /'egwr�e.K�f.t �ti�d wel� �� acc���I2 S%le 11ps �e�{'r.u� ��s��,dar�r are �s�e.�re� �uri' , I- I�.�F S�1'e�J �s sdec�^�:s� � _,. ;: , . :. , . �. ., : �. . . . . . TIME: MILEAGE: CLIENT REPRESENTATIVE AET TECHNICIAN "�c� This document shail not be reproduced,except in full,without the written approval of American Engineering Testing, Inc. 06-NDT 1176 (8-03) -&-CITY OF EACAN SEWER SERVICE PERMIT 3830 Pilot Knob Road ' 3ox'21199 P ERMIT NO.: 85 Eagan`; IAN 55121 DA TE: `x 1, wing 1 ?21 i?.. No. of Units: Owner: i ai . Enginee Address Site „ Address . :-. - `E r;:rog.'' a. a.v - }cs:lk' - ..��aL ='. .: Plumber: :-i .' e .f_.i. 4 ° k..eli -ni s 1 ear t c ornol y wteh !6o City of Logos C o n r tectlon Chorge f V as , k`:tie Ordinances. Account Deposit: ` `' . Permit Fee: '2 - Surcharge: '74'''''111'-1 By Misc. Charges: . Date of Insp. Total: Insp.• Date Paid: Use BLUE or BLACK Ink r-----------------I I For Office Use CC 1`U It City of Ea an I Permit#: I E I Z 5 2014 3830 Pilot Knob Road MA i Permit Fee:/ Eagan MN 55122 j Date Received: " 019 " Phone: (651) 675-5675 I I Fax: (651) 675-5694 I Staff- L I I ~L~ . 2014 COMMERCIAL BUILDING PERMIT APPLICATION Date: Site Address: ,3 o `i S 5 i lgL Y M €M o V_ A L_ H w Le~ Tenant Name: 64 I LI) i de- m ATT JZi A V_'(-_F (Tenant is: New / /Y\ Existing) Suite M p Former Tenant: 1 'Name: W t l I_ L C, , Phone: (4 f Property Owner I - - N Address / City / Zip: -30 S 5 i b (.-t% `f &I 9MO 1L) 4 L_ d0 `t" fA & A4,, M A) Applicant is: Owner Contractor Type of Work f Description of work: _ 13 ~-(1 L fl i Q ~D D I I 1 0 r,4 i ; Construction Cost' -D C, oC.> Name: 616 Ai C, i A-001'tJ r,l License M i bft: Contractor Address: Z I l `7 L A i\1 city: State: nl Zip: 5.5-4 Lk 0( Phone: 7 6 3 7 8 4-11 -!;_t% i : Contact: Email: A L S-70 Ili C LIZ ~S'7~(Z e 'O ll~ M R Ca_ T` t r i C~' c ~J r~r Name: Registration M F E Architect/Engineer ' Address: 14 Z~ iMk 1- A Q L City: ,5 T-, PA d L r- f I State: y~ i ' 1 ti, Zip: `J S ] - Phone: 74,3 - 75.5--l 7-1 ` I Contact Person: S Email: .,l - , Co Licensed plumber installing new sewer/water service: Phone M NOTE. Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to t conclude that they are trade secrets CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.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 . ApAlicant's Printed Name A plicanfs Signature Page 1 of 3 13 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Public Facility _ Exterior Alteration-Apartments ✓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 oQ Valuation 330,000 Occupancy MCES System Plan Review / Code Edition ,200,7 /ji S6L SAC Units 7 j U4 Y (25%_ 100% Z) Zoning City Water VY_C Census Code Stories Booster Pump # of Units Square Feet /p a'a PRV # of Buildings Length Fire Sprinklers Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final / C.O. Required ✓Footings (Addition) ✓'Final / No C.O. Required ,-'Foundation Other: Drain Tile Pool: Footings -Air/Gas Tests -Final Roof: Decking insulation -Ice & Water -Final Siding: -Stucco Lath -Stone Lath -Brick ✓ Framing Windows Fireplace: -Rough In -Air Test -Final Retaining Wall Insulation Erosion Control Meter Size: Final C/O Inspection: Schedule Fire Marshal to be present: ✓Yes No Reviewed By:L , Building Inspector Reviewed By: , Planning COMMERCIAL FEES Base Fee Water Quality Surcharge Water Sampling Fee Plan Review 0o, Water Supply & Storage (WAC) MCES SAC DO Storm Sewer Trunk City SAC 100. 00 Sewer Trunk S&W Permit & Surcharge Water Trunk Treatment Plant 00 Street Lateral Treatment Plant (irrigation) Street Park Dedication Water Lateral Trail Dedication Other: Water Quality TOTAL j4'-?g. (p Page 2 of 3 March 17, 2014 Dale Schoeppner Chief Building Official City of Eagan 3830 Pilot Knob Road Eagan, MN 55122-1810 Dear Mr. Schoeppner: The Metropolitan Council Environmental Services (MCES) Division has determined the SAC to be charged for the wastewater capacity demand for Building Materials Outlet addition to be located at 3045 Sibley Memorial Highway within the City of Eagan. The City will be charged 1 SAC Unit for this project, as determined below. SAC Units Charges: Warehouse/Production 9503 sq. ft. @ 7000 sq. ft. /SAC 1.36 or 1 The business information was provided to MCES by the applicant at this time. It is also 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 karon.cappaert(a)-metc.state. mn.us. Sincerely, Karon Cappaert SAC Program Technical Specialist KC:fa: 140317A5 Determination expiration: 03/17/2016 cc: File, MCES Amy Griffin, Eagan (email) Paul Stone, Stone Construction (email) N 390 Robert Street North I St. Paul, MN 55101-1805 • - 651.602.1000 1 Fax 651.602.1550 1 TTY 651.291.0904 - METROPOLITAN Equal Opportunity Employer G 0 U N 0 1 L 09/17/2014 11:31 6123311161 OLSEN FIRE P�GE 01102 . � ���� �, _(� (� ^-_ Use BI�UE or BI�ACK ln�k ���y . v�� � �� , �� �� I^For O�ce Use � � ' � ��r�� � J`-' � Permit#: ��t of �a � � � � � � . � � S �� � � Pertnit Fee: �Q� �� � 3830 Pilot Knob Road Eagan MN 55122 °� � � � � Phone:.(651)675v675 �`�""" � ��'��� � Oate Recelved; ��Fax: (651)675-5694 �� �Q,,��,r ' S�p 1 7 2014 � � I . I ��+� � I Staff: __^.— -------- I ���Y � ! _� 2014 COIU��IIIERCIAL �IRE ALAI�-PERMIT APPLICATION� Date: "Y 1 ��Site Address: ��J ���, �rk?��1d1-� Tenant• ��.I` �t�(l �C2.t�'G.�Q..`�J � Suite�: -- Name: Phone: Address 1 Clty/zip: Applicant is: Owner Contractor � Description of work:ma�°�ld-�� lrr�i�al� �p Gi�'��z,�,tYtY_a.'�1 a✓� Construcfion Cost: �,3pZ�� � Estimated Completfon Date: �t�a�y Name��G. �.,a License#:��p��� Address:���1`�f1 � ,N� City: State:�_Zip:��J-1/3 ,__ Phone:_�,p�a � �� +� — ,f?'D �C Contact: �l tS1aG���� Email:�1 �'1 at1 -I�t�t�l����,"���i ,. n New Remodel Addition Other: �Alterativns - DESCRIPTION OF WORK: ommercial Residential �ducational FEES Contract Value$ x.01 $55.00 Permit Fee Ilf�inimum . _$ ��_ � 'If contract value is LESS than$10,010,Surcharge=$5.00 pe�mlt Fee ""If contract value is GREATER than $10,010,Surcharge=Contract Value x$0.0005 =$ Surcharge' """If the project valuation is over$1 million, please call for Surcharge �$ � 5'�'� TOTAL FEE 'Requirements: 2 complete sets of drawfngs and speciflcations,cut sheets on materials and eomponents to be used I hereby eppry for a Fire Alarrn permlt and acknowledge that 4he information Is complete and accura4e;that the work will be in Conformanee with the ordlnances and codes of Ihe City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit but onty an appliCation for a permit,and work Is noC to start v,rithout a perrnit;that the work will be In accordance with the approved pldn in the Case of work which requifes a revleW and apprpval of plans. �����n��.Pl�a�i X Applicant's Pr�nted Name � Ap nt's Signa ,, l� � 9��8 � ��I „J „� o . I � I t x t Use BLUE or BLACK Ink r For Office Use (AA� (j�� plt,,,L4 Permit#:Ctils-i-lle' el *. �U Ll� Permit Fee: D/ ' to 0 3830 Pilot Knob Road Eagan MN 55122 AUG 7 9 2017 Date Received: 00j9-/1 ' Phone:(651)675-5675 buildinginspections acitvofeagan.cam Staff: 2017 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION Date: Aug 21, 2017 site Address: 3045 Highway 13, 55121 Tenant: Building Materials Outlet Midwest, Inc. suite#: ❑ Requirements: 2 complete sets of drawings and specifications,cut sheets on materials and components Name:i----- Phone: 1 Property Owner Address/City/Zip: Applicant is: Owner X Contractor Add 80 heads to existing fire protection system in existing structure;area to be sprinklered is currently unprotected Description of work: Type of Work € <' Construction Cost: $19,200.00 Estimated Completion Date: September 2017 Name: Frontier Fire Protection, Inc, License#: C120 Address: 75 E County Rd B cit : Little Canada Contractor y State: MN Zip: 55117 Phone: 6514891200 Mike Fulton mfulton@frontierfiremn.com Contact: Email: --- ....... FIRE PERMIT TYPE I WORK TYPE 1 1 Sprinkler System(#of heads 80) _New 1 Addition ' Fire Pump _Standpipe I / Alterations _Remodel Other: I _Other: DESCRIPTION OF WORK: Ni Commercial Residential Educational FEES $60.00 Permit Fee Minimum Contract Value$ x.01 19200 I 1 Surcharge=Contract Value x$0.0005 192.00 r9 =$ Permit Fee 1 If the project valuation is over$1 million,please call for Surcharge 1 =$ 9.6 Surcharge I $100.00 Residential New(includes State Surcharge) =$ 201.60 TOTAL FEE 1 1 3/4"Fire Meter-$290.00 =$ Fire Meter a $ TOTAL FEE l You may subscribe to receive an electronic notification from the City of proposed ordinances by signingup for d te,.,o an email update on the City's website at www.citvofeagan.com/subscribe. I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Mike Fulton x Applicant's Printed Name Applicai 'snature A 4/fS1 r 3oq 1Lvi FOR OFFICE USE REQUIRED INSPECTIONS I/' Hydrostatic Flow Alarm Drain Test Ro h in Trip Pump Test Central Station (/ Final Conditions of Issuance: ! " • ` Ilj / / Permit Reviewed b — ., Date: /9f / t 7+ I ....,,.. a.. For Office Use % : : ; , Permit#: /5- 670 •.•• ••.• ::tFee: RECEIVED r ; 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 Pa ment Recvd: Yes _No I (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 JAN 2 4 2020 Email: buiidinginspections(c cityofeagan.com dans: Electronic Paper I Plan Submittal:eplans@citvofeagan.com — 2020 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 Date: 1/22/2019 Site Address: 3045 /4w Ll / Tenant: Building Material Outlet > Suite#: & ,fie , Name: Building Material Outlet Phone: 651-365-1141 ,jib:. ,,, Name.• Champion Plumbing License#: PC000308 Address: 3670 Dodd Rd Suite 100 City, Eagan state: MN Zip: 55123 -41 4, "#kk. .. 651-362-2622 ermits cham ion lumbin net _ ph e. Email: p @ P P g• Y New Construction Addition Modify Space V Replacement Repair Rebuild Work in Right-Of-Way Replace 3 toilets (1 in womens restroom, 2 in gni .. <,,,,,,v, Description of work: P mens) Irrigation System( yes/_no)(_RPZ I_PVB) a ;1, • Rain sensors required on irrigation systems F • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) !.:A ` • Meter Required-Call Utilities at(651)675-5200 to verity tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 '� :E Average GPM High demand devices? Yes_No Flushometers Yes_No COMMERCIAL FEES Contract Value$ 2117.52 x O't 5 $60.00 Permit Fee Minimum 60.00 $60.00 PVB/RPZ Permit(includes State Surcharge) $ Permit Fee $ 1.10 Surcharge Surcharge=Contract Value x$0.0005 If the project valuation is over$1 million,please call City for Surcharge $ 61.10 TOTAL FEE The following fees may apply when installing a new lawn irrigation system or $ Water Permit connecting a new water service. Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Meter Fee $ Radio Read _� _ _ _ $______�� State Surcharge __ $61.10 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.cltvofeaoan.com/subscrIbe. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and 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. XTroy Good X100, f Applicant's Printed Name Applicant s Signa ,r ' Page 1 of 4 I � `\irdv i �� J"ti\ ,r \av�6 tik- sNRJ .bN y" s Zi i" a ' A ,>�f `d sifJ � \b� ' r `dv /Nvrr \t -,' ri4 �' o�a��yaJ ��,�\ ? v '� � `-ta\ 1a ,v*€ ? ��� .. yy #d:, y6, \ iR do',,:,,-,24-:!:::24-,,,1-71:::41-..;,, � 2' \ RvO%Fja � \ / ' t` fiit . ` 92:�Pa r i Ai4;1'''';',44' 2'.' ' *1 %`,a "ftlt)it,f".;H' i^� Itil i 4 Page2of4