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2905 Lexington Ave? CASH RECEIPT ' CITY OF'EAGAN 3830 PIL6T A0b ROAD EAIGAN, MINNESOTA 55122 1 DATE ? 19 1 fECENED FR01/ AMOUNT $ & DOLLARS tao O CASH ? CHECK FW 8Y ? I - Whlte--Payers CoPY Yelbv-Posting Copy Pink-Ffle Copy Thank You ? CASH RECEIPT ? .? CITY AQF-fAGAN ? 3830 PILOT KNOB ROAD EAC'IAN, MINNESOTA 55122 DATE ' '- 19 RECEIVED I ? FROM '{ 1 ? 1 AMOUNT $ ? ,?„ .. & DOLLARS 100 ? CASH CJ CHECK MR FUND OB.IECT 1 AMOUNT 3 4 Thank You BY White-Payers Copy Yellov?Posting CopY - - Pink-File Copy . _.t.:-.:...._.?....?.?ydr?._v::._•?_......._., _ . _ . . . . . 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 SiteAddress 29fl5 [.EiClN(;TOl1 AV£ Lot Z Block 1 Sec/Sub. VpGANnALE CNTR Parcel No. !'NU PK #10 W nart 3 Add 0 City AX;;, iNC CT ,o Name ??aus Anderson Go»st va Addres5 ?`- 5 v SZ'fl ;i?? tity Phone Address City I hereby AckncrG+ledge that I have read this application and state that the information is correct and agree to comply with all applicable 5tate of Minne3ota Statutes and City of Eagan Ordinances. Signature of Permittee A Building Permit is issued to: _ on the express condition that al I work shall be done in accordance with al I applicable State of Minnesota Statutes and City of Eagan Ordinances. Receipt #. Est. Value :?I,b61,000 Date JGNS 21 19 66 OFFICE USE ONLY ABTALL ! On Sfte Sewage Occupancy B-^1 MWCC System Zoning 1?-?- On Site Well (Actuaq Cons1Ll--N City Water ?(AllowablelV-1 H5i SPRlt@K PRV Required # of 5tories 1 BoosterPump Length 272' Depth 2{}] 1 S.F. Total 4AA 7Q Footprint S.F. 57 S 4(?' APPROVALS FEES Engr./Assess. Permit ''8 1 U • 00 Planner Surcharge 764•UO 00 2405 Council Plan Review • Bldg. Off. SAC, Ciry 17 M•{10' Variance SAC, MWCC 9350•Wj' •?H ?: S?: WaterConn. I :.c':,i; : ?nl ' Water Meter I DepCh 221' Road unit y? • W'? Sg Toul 244. i Treatment P1 Footprint 263P' : Parks TOTAI j -5Zyu3.OO.,' - 7777 . ?. BUILDING PEc? To be used for FE2 Site Rddress 24 Lot 1 Block Parcel No. w qddress 2 PYRSHt!!G SQ 0 ? C4 KAlISAS CITY ND Zp Q (vame 1NU!!M IiVFl6id. A896U 0 qddress 701 DlCA'I11R AVE ? Cj{y t'Al.al.N VAI.LEX MBt Zp Phone 541-9777 8 ucense # I hereby acknowlege that I have read this application and state that the intormation is correct and agree to corpply with all applicable State ol Minnesola Statutes and Ciry of Ce?an Ordinances. ?` ? Signature of Permitee on the express condition thal all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official - CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHON E: 681-4675 , Fleceipt # . Value Date FEB 3 , 1992_ ! OFFICE USE ONLY ? FEE5 Occupancy - ? 2oning - ?' ?d ? 207, (Actuaq Const - Sircharge ? t0•? (Allowable) - Plan Review 133.00 ? # of Stories - 1 Length - License ? Depth - SAG Cily i S.F. Total - SAC, MCWCC ? ; S.F. Foolprirris - ? On Sile Sewage _ Water Conn i on sda weu - water Me,er ? MWCC System - ? Acct. Deposil ? CityWater - PRV Required _ S/W Permit j Booster PumP - S!W Surcharge ? j Treatment PI ? APPROVAIS Road Unit ? 1 Planner - Park Ded. i i Council BIdg.Oft. _ Capies Variance - TOTAL 352.00 Pamit No. Permit Holder Date Telephone S/VV t PLUMBING FfvAC _ ELECTRIC ELECTRIC Inspection Date Insp. CommeMs Footings I Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Orsat Test Final Plbg. Plbg. Inspector - Noti(y plumber Canst. Meter EngrJPlan Bldg. Final Dedc Ftg. ? Dedt Final weu Pr. Disp. CITY OF EAGAN ti'y;? 18734 3830 Pilot Knob Ruad, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt # To be used for ROWEL Est. Value a7?000 Dale FE$ 22 , 19 91 2?s LE3IINi?"!"0? AVE 8 Site Ad?ress OFFICE USE ONLY LOt BIOCk SeC/Sub. B-2 PdfC81 NO. Occupancy FEES KWx LUMM CO Zoning - 90.00 W N8f1'IB (Adua1) Const - Bidg. Permil t AddresS (AlbWab1e) - Surchar e 3.50 CityPhone 452-9100 * of Stories - g Plan Review Lengih _ ? RiOx LUMBER CO Name oePtn - sAC, ciry to 3 1 ? o? 4 0 Address S.F. Total - AC MCWCC ? City ST pAUI. PhOne 649--09ti S.F. Foolprints - , S Water Conn On SAe Sewage _ U? ?y W Name On Site Well - Water Meter FW z ? Address MWCCSystem - ? DeS;t p° a W City Phone cny water - S/W Permit PRV Required _ I hereby acknowlege that I have read this application and state that the Booster PumP - S!W Surcharge intormation is correct and agree to comply with all applica6le Stale ol Minnesota StaWtes and-eitq-o#-Eagan Ordinan s. Treatment PI Si9 '? nature of Permitee APPROVALS Road Unit ?x ' ??? ? A Building Permit is issued to: Planner - Park Ded, on the express Condition that all work shall be done in acCOrdance with all Council applicable State of Minnesota Statutes and City of Eagan Ordinances. Bidg. Off. _ Copies 4? ? Building Officiai - Variance - TOTAL permil No. Permit Holder Date Telephons # WAT?R SEWER PLUMBING H.VA.C, ELECTRIC o? Inspection Date Insp. Comments Footings I Foundalion Frami^9 ''?6 9! Roolin9 Ragh PIb9• ft* H9• Isul. Fireplace Final Ht9. Fnal Plbg. Const. Meter Pibg. Inspedw- Notify Plumber Engr.lPlan Bldg. Final y/l9e, Lv? Dedc Ftg. Dedc Final Well Pr. asp. CITY OF EAGAN ? 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PH O N E: 454-8100 BUILDING PERMIT Receipt? To be used for Est. Value Date ? ?•'"'- ? ,19 Site Address ? L ", ;V:,; OFFIC E USE ONLY Lot S Block Sec/Sub. '?•??? `'T"I:+L `A; OnSReSeweqe Occupency ? - MWCC System Zoning Parcel No. On Site Well (Actual) Conet a Name • , ?,???; Ciry Water (Allowable) z Address PRV Required # of Stories ; a , City `• Phone 1? 34-Ub Booster Pump Length Depth o Name t.oNSTRI'C't , r S.F.Total , ? i Address Footprint S.F. ? City ? Phone APPROVALS FEES ~ UW W Name /Aasess. Engr. Permit _ z AddfBSS Planner Surcharge ¢ = W City Phone Council Plan Review ` aid9. orr. sac, city I hereby acknowledge that I have read this application and state that the Variance SAC, MWCC information is correct and agree to comply with ali applicable State of Water Gonn. Minnesota Statutes and City of Eagan Ordinances. Water Meter Signature of Permittee Road Unit A Building Permft is issued to: 1'•;:Z on the express condition that all work shall be done in accordance with all Treatment P1 applicable State of Minnesota Statutes and City o( Eagan Ordinances. Parks Building Official TOTAL ? Permit No. Permit Holder Dats Telephone Plumbing H.V.A.C. Electric ? C Softener Inapactlon Dste Insp. Comments Footings I i 1617 ff Footings II Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Final Plbg. . Bldg. Final Cert Occ. Temp. LP FInal 4 , . ? . , BUILDING To be used for ? Est. Value 1,663 Site Address Lot Block Sec/5ub. Parcel No. x Name W = Address 9 City Phone . o Name t'On-;" ?? Address ? City Phone Name Address City Phone I hereby acknowledge 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 of Eagan Ordinances. 5ignature of Permittee A Building Permit is issued to: 1 on the express condition that all work shall be done in accordancewith all applicable State of Minnesota Statutes and Ciry of Eagan Ordinances. Building Official 3830 Pilot Knob Road, P.O. Box 21 •199, Eagan, MN 55121 PHONE: 454•8100 Receipt # Date ,19 OFFIC E USE ONLY On 5Re Sewaqe Occupancy MWCC System Zoning On Site Well (Actuaq Consi t-? JE;1Pf;1.riK City Weter (AIIOWebIdV-1 lifi 3221 .?K PRV Required # of Stories 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 SF Treatment P1 lrp0 : j) a i !, C Parks ' TOTAL ' Permit No. Parmit Holder Dats Telephons ?t Plumbing zlll H.V.A.C. Electric , ? Softener Inspection Date Insp. Commsnts Footings I ?•_ ?, Q?i ?-?t? Y. L?- ? r- ? r Footings II Foundation % ? vaz A e Framing - lee ??' j, p Roofing a W % ? Rough Pibg. Rough Htg. Isul. . Fireplace Final Htg. Final Plbg, q?s s Bldg. Final . Gert Oca Temp. LP Deck Ftg. Deck Final Weli Pr. Disp. ?3 $ Ok ^c _41 5is 8 ? -yen 74 U PERMIT # MECHANICAL PERMIT -- • RECEIPT # ? CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: CONTRACT PRICE: Qpb ..?i PHONE: 454-8700 Site Adc?ress ? ` ?? 'Q BLDG. TYPE WORK DESCRIPTION Lo?_ ? ;Block Sec/S ub Res. New ?- ? ?? ? Name F? ? ? ? µ Mult Add-on ? Address oI L C? . Comm. Repair c City Phone Other FEES ? Name a v RES. HVAC 0-100 M BTU -$24.00 c Address p S ? ADDITIONAL 50 M BTU - 6.00 ? Ci? `?-?, Phone (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION ) GAS OUTLETS (MIMIMUM 1 PER PEkMIn - 1 50 EA . - . TYPE OF WORK G ?7o .S1 C.on) Tro KJ1Pit? r COMM/IND FEE - 196 OF CONTRACT FEE APT BLDGS COMM RATE APPUES Forced Air M BTU ? . . . - il B TOWNHOUSE & CONDOS - RES. RATE APPLIES o er M BTU R MINIMUM RESIDENTIAL FEE - ALL ADD-ON & Unit Heater M BTU $ REMODELS - 12,00 Air Cond. M BTU MINIMUM COMMERCIAL FEE - 20.00 Vent G Pi i O tl t # CFM STATE SURCHARGE PER PERMIT - .50 (ADD $.50 S/C IF PERMIT PRICE GOES BEYOND $1 000) as p ng u e s • ?:- . , -- Other . ~? ? ? ? +l __._ FEE: UO , ? r ? S/C: 40 SIGN UR O PERMITTEE TOTAL• ,r,? ? . 1 1 FOR: CITY OF EAGAN . . , 'i PLUN CIT 3830 PILOT KNOE PHa SC/Sub, . Phone . Phone CONDO - RES. RATE APPLIES )IDENTIAL FEE - $12.00 u1M/INd FEE - $20.00 iGE PER PERMIT - .50 PERMIT PRICE GOES PERMIT # MN 55122 QATE: - 'ly ? i BLDG. TYPE WORK DESCRIPTION Res. New Mult. Add-on Comm. <e Repair Other RES. PLBG. ONLY - COMPLETE THE FOLLOWING: NO. FIXTURES TOTAL Water Closet - $3.00 $ ` Bath Tubs - $3.00 Lavatory - $3.00 Shower - $3.00 Kitchen Sink - $3.00 UrinallBidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - $1.50 Whirlpool - $3.00 Gas Piping Outlets - $1.50 (MINIMUM - 1 PER PERMIT) Softener - $5.00 ' Well - $10.00 Private Qisp. - $10.00 Rough Openings - $1.50 - J FEE: STATE S/C: ' GRAND TOTAL: , " ? 7-s-?g- A/l. `7-- ?-rF ,?. ? • ?_ ' ._????'.` 7 7 "o-s = c C-N O,,- rn? _? ? 4- l2?,? `?i 0 J ? U-? ,a? . .:, INSPE ? CIT'?( 4F EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: iM Avt I WirtlJllttil! I ItJ11.k lAt!?11 `:1'i?f AI PERMIT SUBTYPE: 11 . ,. . . , . I! ? 1? I I; ; ,M1Ni, TYPE OF WORK: t)i -t j, I I' i 1 ()!4 f rN at f; {1 I 1 11 I Ni 0.?0 ?.,... tia rc4 1 r•1 nt. rr Kar14rH 017171r.f Rr Mn111• ? ON RECORD PERMIT TYPE: Permit Number: Date Issued: i? t c??: K: , APPLICANT: -1 Permk No. PormR Holder Dets Tshphons i S/1N PLUMBING HVAC ELECTRIC 9 g ? ELECTRIC Inepectbn Date Insp_ CommeMs Footings I Foundation Frsming Rooflng Ro+9h Plb9. Rough Htg. Isul. Freplace Flnal FHg- Orset Test Flnel Ping. Plbg. Inspecior - Notify Piumber Const. meter Engr./Pian Bklg. Faial ? Dedc Ftg. Deck Final Well Pr. Dfsp. ?• . ., CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 ON j'CORD PERMIT TYPE: Permit Number: Date issued: f;?? ? i i, j I SITE ADDRES i ,, j - I H 1 ,,,_ r. . , APPLICANT: if"XIN(IT(iN r,vt ,iI) ,,], ,,,,I-y„r', , r iN+ ? 1 N 1 1 1; i N1'U', f It [ A t PAFtI M! 0 ti> 1 1 1 1+4.' I?+b') ! PERMIT SUBTYPE: ? ;,J.;; , rii. ,i l;G ? If „i, r r n+r; IF TYPE OF WORK: i,: 1 1? I i fIir+ { I NA1 N F bJ ? t n.; I „ r„ rANOVY i , ???E? ?= I? - Permit No. PermR Holder Date Telephone # S/1N PLUMBING HVAC ELECTRIC ELECTRIC Inspectfon Date Inap. Commar?ts Footings I Foundatbn Framing Roofing Rough Pibg. Rough Htg. I Isul. Fireplace Flnal Htg. Orsat Test Finai Pibg. Plbg. Inspector - Notify Plumber Const. Meter EngrJPlan Bidg. Final / : ZS /lop Deck Ftg. Deck Fnal Weil Pc Disp. ?, . . .._. ?;.? . , CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 ? (612) 681-4675 SITE ADDRESS' I ' 1 Ni ,,?,r?rll?fll 3 ?; iJ I 1 fs ? PERMIT SUBTYPE: I ;'rllll 10I, H k i I I+-4I f N4, f 1 NA! ? ? INSPECTION RECURD PERMIT TYPE: Permit Number: Date issued_ c++? i i it I Wti 0.' l 114H N/ /24/1l'i 1 0 T: 1 lil 01 k I hrr?wr?u? ?: iIfIN AVF Mi1N 8: 1:t;lft tltl IN! I Nlill'-:j Ftl Af 1'AI'F ;•ir.,) TYPE OF 1NORK: rii Li ??? ? 1; I 1 I f?sP) I Wt '. I " I " , A1441I PermR No. Permft Holder Date Telephone # S/W PLUMBING HVAC ELECTRIC ELECTRIC Inspsctbn Date Insp. Commsnts Footings I Foundation Framing Roofing Rough P1bg. Rough Htg. Isul. Fireplace Fnel Htg. Orsat Test Final Plbg. Pibg. Inspector - Notify Plumber Const. Meter EngrJPlan Bldg. Final Deck Rg- Dedc Final Well Pr. Dlsp. I CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 INSPECTI4N RECURD PERMIT TYPE: ' I 1 1 '4 Permit Number: Date Issued: SITE ADDRESS: , „ l; i . i: I W. I iiN AvI f{; I NI11111 I la i AI ` PERMIT SUBTYPE: ? l' '+li! I Fil, APPLICANT: ,, . !., ;fl l,N tIIi I tlf 1 I Nt I'Ak? M I H ? t? 1.' 1`?4.' I1116-11 TYPE OF WORK: I!1 '.i !t l I I I lIrl rr f w ( l,i{:`i1 I i NF '.141 Il 1 1 1 M A I Permft No. Parmk Nolder Date Telephone N S/W PLUMBING HVAC ELECTRIC ELECTRIC Inapection Dete tnsp. Comments Footings I Foundation Framing Roofing Rough Pibg. Rough Htg. Isui. Fireplace Final Htg. Orsat Test Final Plbg. Plbg. Inspector - Notily Plumber Const. Meter Engr./Plan Bldg. Final ? Deck Ftg. Dedc Final weu Pr. Disp. INSPECTI CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 JCVRW PERMIT TYPE: Permit Number: Date Issued: lill i 1 I.I 1 N(i 4i.' 1 f,!, N N/ /29 /11.4 SITE ADDRESS: , I f r; 1 , 1 i:. t P4,? t ON AVF. 11Nfifi! F ? t PiIi 1: fNlll!';1FtlI1! f'ARh: #10 ' PERMIT SUBTYPE: I I I trl1 i ( µ(y 11UAN ErAvnA" b 1. ('.)F i IfF I 1 Mf (bl,•') 1447 I'1f;v TYPE OF WORK: r ; . I `i ( { 5 .? 1 ! rJ 4 ftJo'l M f, 4! (?- ?`?? T f 1?C t `.111 i? r Permit No. Permii Holder Date Telephone # SNV PLUMBING HVAC ELECTRIC ELECTRIC Inspectlon Date Insp. Commer?ts Footings I Foundation Freming Roofing Rough Plbg. Rough Htg. Isul. I Firepi8ce Final Htg. Orsat Test Finai Plbg. Plbg. Inspector - Notify Plumber Const. Meter Engr./Plan Bldg. Final / ZS Deck Ftg. Deck Final Well Pr. Disp. ? INSPECTION REC4RD CITY OF EAGAN PERMIT TYPE: :1111 i Itj N r, 3830 Pilot Knob Road Permit Number: 0 '? 4 q Eagan, Minnesota 55122-1897 Date Issued: 04 / I `? I `' ti (612) 681-4675 SITE ADDRESS: -,", o 1-1 e1ci 01 APPLICANT: +? 2 ?i?,rk. , ci , l f x i N+, I„ra Rvt tiMM a; I t10ANUAtE: fFN'fER IN17US?N.IAI f'A#tK 010 • PERMIT SUBTYPE: i. , t1 ,tri M 1 .t TYPE OF WORK: r,t Ift?AT1ON ( I t Mi' (ikEt N!i0tlSE) ----------------- 1 RF NAF+K `; : A s;i' 1'AFtATF_ !'FRM ! 1 r; 1?E(J1JFkP0 FflR ANY t tf r' 1"RX I A1 UR 1" I I1MFi 1 N6 t!i?RK. Permit No. Permit Holder Dete Telephone k ELECTRIC PLUMBING HVAC Inspectlon Date Insp. Comments FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST iNSUL GYP BflAHD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST eLDG FiNaL ? -3-R7 tit3 BSMT R.I. BSMT FINAL DECK FTG DECK FlNAL INSPECTIUN RECORD ` CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: ` (612) 681-4675 ? ; I t! ? •+ . , ',?•, ? N141 0I SETE ADDRESS: „t V I APPLICANT: I; 1 1,11, ?11N nvr i a w, tt t 1411 k]Niil)ST RTAl. YAkt ,.;,•_la) 4;9 ?f 9 PERMIT SUBTYPE: Fn(1 ! lNii:a F iNAt TYPE OF WORK: 1=RRIy1 N6 ftF MA1iK 5 a "•{3HAt1F. 1, 1 0 i'Ff" 5 tRU(: TtMw F[lR t3ARf)E.14 [' F 14 i'I° i2 ParmR No. Psrtnit Holder Date Telephone 8 ELECTRIC 27 PLUMBING HVAC Inspectlon Date Insp. Comments FOOTINGS FOUND FRAMINO ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATINO GAS SVC TEST INSUL GYPBOARD FIREPLACE FIREPLACE AIR TEST FIMAL PLBG FINAL HTG ORSAT TEST BLDG FINAL BSMT R.I. BSMT FINAL DECK FfG DECK FINAL CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: 81 r,t F ? APPLICANT: I I.ti.t1Vi, I iiN A'.>> j., :,?1t:oa! 1 i ! N fF R tlVCIUS i R I Al_ iYARIC #1 0 .Q:'Qlid PERMIT SUBTYPE: TYPE OF WORK: J?? t; i;a,f? ?; rll'e1f'.141r,• {f fd! I !-'f MAxfK?;: P lAht AU VIEW 13 FiY CiAI.C !i4:!#0V f'f`htUR ? .. , ?? Permit Holder Date Telephone k PLUMBING HVAC Inspection Date Insp. Comments ' FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYPBOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAI HTG dRSAT TEST BLDG FINAL ? ?? wtSJ^Ql3 ev, DOMESTIC METER IRRIGATION METER FLUSH MAINS CONOUCTIVIN TEST HYDROSTATIC TEST BSMT R.I. BSMT FINAL DECK FTG DECK FINAL ~ • CASH RECEIPT • ? CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE '/ - & 19'y I? flECE1VE0 ?l' F? ??'I ????1 ? 1 UC C /?l CiM AMOUNT $ O L9 ? CASH ,er 6HECK . pl.'m6oq FUNO OBJECT AMOUNT b 3?2 " 77 ?3cv 3 ?l5 0 r ai,s? Thank You BY k, /Z?EA 1V? 85359 Whit?Peyers Copy Vallow--POSllng Copy Pink-Flle Copy & DOLLARS im . I M -'J I BLDG. PER IT NO. t "?j I oc.-r- l? n clalCp Crt,1?i?, 01-3210 BIdg.Permit A$ 10 00 ? 01 -3422 Plan Check oz 4 C? ? 't? J' 01-3445 Surch./Adm. ? 01-3446 SAC/Adm. ! 3 S ? # 01-2155 Surcharge 1A4,) ? 75-3860 Road Unit g oo ? 20-2275 SAC a5 6 5c ? 20-3865 Water Conn. ? 20-3868 water Trmt. 3y ?8 UO 20-3716 Water Meter G 20-2252 Acct. Dep. ? ry 20-3713 Water Permit 0 20-3743 Sewer Permit 79-3866 Sewer Conn. ?-7CO 0(, 28-3855 Park Ded. (ZXQa38 00 TOTAL 512L -x j ?0 0 .. xtaox CITY OF EAGANI % AJ° 15 2 31 '. 3836 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 BUILDING PERMIT PH ONE: 454-8100 Receipt# ?A l?F ? Tobeusedfor RETAIL & WAREHOUSE Est.Vaiue $1,661,000 pete JliNE 21 19 88 Site Address 2905 LEXINGTON AVE Lot 1 Block 1 Sec/Sub. EAGANDALE CNTR Parcel IND PK #10 a Name PAYLESS CASHWAYS. INC z Address 2300 MAIN 0 City KANSAS CITY phone (816) 234-6609 ,o Name Kraus Anderson Const oa Address 525 S 8TH ST : City MPLS Phone 332-7281 up WW ?i x? az aw Name _ Address City _ I hereby acknowledge th t I have read this information is correct a d a ree to com MinnesotaStaWtesan t ' fEa anOL? 77 Signature of Permittee 1L all A Bwlding Permit is issuetl [o?N o ?tvllGttJULV GU ontheezpressconditionthatal workshallhedonem cwrdan apPlicable State o?fMmnesota taEutes and Cdy ot Ea Ordi Buildmg Otticial /? lJ Illl4 &DtI? 1 t_ thatthe State of OFFICE USE ONLY RETAIL OnSiteSewage _ Occupency B-2 MWCC System X Zoning L-1 OnSiteWell (ACtual)COnsdI-PSPRINK City Water X (Allowahley-1 HR SPRINK PRV Reqwred # of Stories 1 BoosterPUmp Length 272' Depth 907' S.F Total 6RR76 Footprint S.F. 59659 APPROVALS FEE5 Engr./Assess. Permit 4810.00 Planner Surcharge 764.00 Council Plan Review 2405.00 BIdg.OR SAQ City 1700.00 Vanance SAC, MwCC 9350. DO WAREHOliSE WaterConn. Lettgth 201' waterMeter Depth 121' Road unit 9848.00 SF Total 24427 7reatmentPl 3468.00 Footprint 26347 Parks 70238._00 TOTAL 52513-6Q xNOX L.UMBER - CITY OF EAGAN N° 15145 ? 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 BUILDING PERMIT PHONE:454-8100 Receipt# \(J To be used for FOUNDATION Est. Value Date JUNE 8 ,79$8 Site Address 2905 LEXINGTON AVE OFFICE USE ONLY EAGANDA-L Lot 1 Block 1 Sec/Sub. INDUSTRIAL PARK 1 On Site Sewage _ Occupancy B-Z MWCCSystem _ Zoning ParcelNO. OnSiteWell _ (ACtuapConst a Name PAYLESS CASHWAYS. INC Grywater _ (Allowable) w z Address 2300 MAIN PRV Reqwred # of Stories - o City KANSAS CITY Phone (816) 234-6609 BoosterPUmp _ Lenqth Depth ` o Name KRAUS ANDERSON CONSTRUC.TTON S.F.iotei , ? a Address 525 S 8TH ST Footprint S.F. P City MPLS phone 339-77R1 APPROVALS FEES I-M u Engr./ASSess. Permit 90.50 w Name r Z Planner Surcharge - z Address Q w City Phone Council Plan Review Bldg. Off. SAC, City I hereby acknowledge that I have read this apphcation and 5 e Ihat Ihe Vanance SAC, MWCC information is correct and a r to comply wi all applic tate of Water Conn MinnesotaStatutesandCi an r ina es. Water Meter Signature of Permittee f - Road Unit A Building Permit is issued to: IiS Treatment Pt onlheexpressconditionthafallw rkshallbedonein'as ortlancewith . apphcable State of Mmnesota Statutes and City of Eaga rdinances. Parks 90 50 BwldingOKicial? ?_ TOTAL . CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55727 2 O O 7 H PHONE: 681 -4675 BUILDING PERMIT Receipt # COMMERCIAL To be used for ggMODE Est. Value $20,000 Date FEB 3 Site Address 2905 LEXINGTON AVE 1 Block 1 SeclSub. EAGANDALE CENTER Lot OFFICE USE ONLV FEES Parcel No. IND PARK 10 Occupancy - Z i BIdg.Pertnk 207-00 ng _ on Name PAYLESS CASHWAYS INC (qccuaqconst - Surchage 10.00 w qddress 2 PERSHING SQ (Allowa6le) - Plan Re;sw 135.00 Z ? Cj{y KANSAS CITY MO 7'.IP x of srories Len lh Ucerses g - Phone (816) 234-6608 Depth - SAQCtly ? TRUMAN HOWELL ARCH Narne S.F.7oiai - SaC, nnCWCC 0 S.F Footprints - {ddfp,W 701 DECATUR AVE On Sile Sewa e WaterCOnn ? _ g CIIY GOLDEN VALLEY MN Z'jp On Site Wen Water Meter ? Phone 541-9777 = MWCCSystem qmi,Deposi[ 8 Ciry Water - Ucef152 # PRV Reqmretl _ S/W Permit I here6y acknowlega th have rea t s application and state that the eooster Pump - SiW Sufcharqe mformation is correct an t c I II applicable State of Minnesola Slatules antl Ci Treatment PI Siqnalure of Permit e ? APPROVALS Road Umt A Building Petmi? i5 issued o: TR HOWELL ARCH Planner - park Ded. on Ihe express condition ihat all work shall be done in accordance with all Councd apphcable State ol Min ne sota S tatutes and Ciry of Eagan Ordinances. gldy, pry, _ Copies ? ? n BuildingOfficial (?',yXtq n,0JA 1 )1?Jy Variance - TOTAL 352.00 ` CITY OF EAGAN NO ? g734 3830 Pilot Knob Road, P.O. Box 21-799, Eagan, MN 55121 PHONE: 454- BUILDING PERMIT 8100 f Receipt #-C-, 1 Z2-77 Tobeusedfor REMODEL Est.Value $7,000 Date FRR 9 9 ,1g91_ Site Address 2905 LEXINGTON AVE S 1 Block 1 SeclSubEAGANDALE CENTER Lot . OFFICE USE ONLY Parcel No. IND PARK 10 oaupancy B-2 FEES Zoning - a Name KNOX LUMBER CO (Actual) Const _ Bidg. Permit 90.00 ? , o Address 2905 LEXINGTON AVE S (Allowable) - ? Sn S urcharge City EAGAN phone 452-9100 x oi Srones - Plan Reviaw Length _ F Name KNOX LUMBER CO Deplh - SAG Ciry } gu Address 801 TRANSFER RD S.F.Tolal City ST PAiIi. Phone 649_091 1 = S.F. Foolpnnis snc. Mcwcc Waler Conn On Sile Sewage _ r Fw Name OnSileW011 - WalerMaler m' AddfeSS MWCCSystem - 46 Clty Phone Ciy Water - AccLDeposit S/W P m l PFV Required _ er i I hereby acknowlege ihat I have read th¢ applica6on and slate that the Booster Pump - SNJ Surchaige information is correct and agree lo comply with all applicable Slate of Mmnesota StaWtesmd.Ci agan Ordman es. Treatment PI \ SignaWre ol Permitee ? APPROVALS Foad Unit A 6uildmg Permit is issUed lo: KNO UMBER CO Pla^^ar - Park Ded. on the express contlrtion thal all work shall be done in accordance with all Counnl applicable State of Minnesota Statules end Cily of Eagan Ordinances. Bldg. OfL _ Copies Building Ofliaal Variance - 93.50 TOTAL SITE ADDRESS 0??OJ ? eX If1QAOn l4e. Unit N Permit #JL23 i e / sect./sub.LiAanjale &_ J;d. Pk. INSPECTION OATE INSPECTOR OTNER FRAMINB ROU6N PLBfi. ROU6H NTfi. IN8UL FIREPLACE FINAL NTfi. FIMAL PL86. UNIT FINAL CERT/OCC INSPECTION DATE INSPECTOR COMMENTS 7-s8-86? 7 ? -FS' l?..EJ -F8 S? -g t?. c--)- ? 8- 9 - P8 8-/7-p w- ? v `f-?_g 6 Zoc ? _J1( I% LU.aC rf/lJ</?.;/ ??- . ? g {?1/] /.f /?+ G ,?u-/?w?,w ? , , ` ?? r ??-] q5 2005 COMMERCIAL MECHANICAL PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please wmplete for: commerciallindustrial buildings y y mulh-famdy buildiags when separate permits are not required for each dwelling unit $ I 5 ? . 50 DateI t /as/ oS Site Street Address ??0 s Lex1 x r•,?af\ AVe , Unit# r TenantName(ifapplicabie) J,JQI/IS F?P-r-Yheh?' C6tP, PreviousTeoantName !/1?CANT - K?nx Property Owner Gress d r `, m(` T C'4 e Telephone #( 651) l Sg`'( p SU Contractor ehCl 52-YU1cCS Street Address 25 l? 0 ? I( I S f]V ? 7 1`IU ?` ?? City I00m`?s+0 r\ State Zip SS.3 ? 0 Telephone# Bond Expires: The Applican[ is _ Owner ?C Contractor _ Other Work Type New Construction _ Underground Tank _ Install _Remove ""see below ? Interior Improvement Install Pipi g ? Processed Gas , 4 p? Nature of Work: ? m Uh ef s _ "When insfalling/removing underground tank, call for lnspection by Fire Marshal and Plumbing lnspector Permit Fees: $70.50 Underground tank installation/removai $50.50 Afinimum (includes State Surcharge) or a„ ContractValue $_ ?s?ano' x 1% _ 0? $ PermitFee $ o 50 State Surcharge If Aefmlt fee is less than $1,000, add $.50 If ermi fee is more than $1,000, surcharge is $.50 for every $1,000 owed. ^? J?? $ ' ? a. Total Fee I herehy apply for a Commercial Mechanical Permit and acknowledge that the information is complete and accurate; that the work wil] be in conformance with tfie ordinances and codes of the City of Eagan and with the Mechanical Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a p mitZ ework will be in accordance with the approved plan in the case of work which requires a review and approval of p s. ?'j-?evch Schuk'f2L - ApplicanPs Printed Name pp icanYs SignatureP,, ? Approved By:. Inspector Date: Required Inspections: - U.G. _ R.I. _ Air Test ZGas ServiceTest -Infloor Heat ?Final 16514544850 9.6K Jul: W. 2008 12:05PM GRESSER COMPANIES INC No, 1410 P. 1 . . 40' City of Ea?an 3830 PIioY Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 JU(, 2 8 2008 ? r-----------------, i i I Permi[ 0: ? I ? { PermitFee:>/S`?, 7S ! ? Date Received: ; 5haft, ? i ------------------? LcL&d gl ? 2008 COMMERCIAL BUILDING PERMlT APPLICATION Date: - U U Stte Address: GEx 1 u??N--' 6VE' ?? ??P i"Al TenantNeme: Cr(Z4? Ssj%2 Cc3 .?A?Cr (Tenanlls:_New! X,,E)dsting) Suiteli: PROPERTYOWNER Name: Phone: C57 ' 5?rf 76 2 R?? G?? M(^'1Ca1 /?.c.Gf "'J.-'4CA4,i k,w Address 1 City / Zip? Applicdnt i5: X OwnOr _ Contractor TYPEOFWORK oescnptionofwork: ?r y/Z C'o t L '"` ??ST?t?-?ic.i.GfJ/.t? --, ConsiructionGost: ?z OCY d 0 0 . C1i rjo°??Oy ?oy Li # CONTRACTOR Name: cense : Address: {7?O7 Lv 1+(-Y G7 City: 7?T^'r.- 5tate: ?""' Zlp' 75-3?9? Ph II SlfZ/Y P VvlkWk *R'?i J14AAI erson Contact one: - ARCHITECT / Name: Registration #: ENGINEER Atldre55: Gity: Slaie: Zlp: Phone: Contacl Person: Licensetl plumber installing new sewerlwater service: Phone 7i: -- W - -'' - _ __ _ :? • ?_ ., ? f5.:. . _ _ _`::empL? n? I hereby acknowtedge ihat Ihis informatfon Is wmplete and aocureta; that the vrork vrill be in confortnanca with the ordmance6 and codes ot ihe City oi Eagan; ffiat I understand this is not a permd, but onty an application for a permh, antl work is not to start wnhout a permd, that the work will 6e in accordance vnlh [he approvetl plan in ihe wse of work whicn raqmres a rovlew and eppioval of plans. x ApplicanYs PrinteU Name G?-(- G10111 x Ap ic Ys *a u Page 1 ot 3 Jul. ?.8. 2U68 12:06PM GRESSER COMPAN[E5 INC No. 1476 P. 2 ? DO NO7 WRITE 6ELOW TF11S LINE SUB TYPES: ? Fouhdetion ? Public Faclllty ? Accessory Building ? Apartments X Commercisl / Industrial ? Ext. Akeration-ApartmeMs O Lodging ? Graenhouse ? 6n. Nteretion•Commercial ? Mlecelleneous ? Mtennae ? Ext. Alteration•PUblic Facility ? Nail Salon WORK TYPES: L7 New ? Interior Improvement ? Siding ? Dcmolish Building• ? Ad6ition ? Move Building )K Reroot ? Demolish Interior ? Alterallon ? Fire Repelr ? Oemolish Founqation Q Replecement ? Wlntlows Q Water Damage • Demolltlon (erttire buiidng) - giva PCA handout ro appllpm OE$CRIPT10T1: Valuation ? IZ., pipp dato Oceupency MCES System Plan Review t4b'E Code Edition SAC Units (25% ?1009/6? Zoning City Water Census Gode Slories Booster Pump # of Unit6 Squere Feet PRV # of 8uildings LengtA Fire Sprinklers Type ot Cnnst. Width REQUIREp INSPECTIONS Footings (new bldg) ? Footings (dedc) Foofings (additlon) Foundation Dtain Tile RpOf: _ oecking _ Insulation _ Final _ ICanNeter Freming Fireplace'_,.R.I. _AirTest _Final Insulation Sheetrock Meter Slu: FlnallC.O. ? FInaIMo C.O. HVAC Other: Pool: _Footings _AidGas Tests Final Slding: _Stucco Lath _,y,9tone La[h _Bridc ? Wlndows Retalning Wall Flnai C10 Inspection: SChedUle Fire Marshal to be present. _ Yes Reviewed By: C.04n` . Building Inspector COMMEACIAL FEES: Base Fee Surcharge Plan Review SAC-MCES SAG-City S/w Permit S/W Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail DCdication Water Quality Water Supply & Storage (4VAC) ? ?? 2S .T5 " • m0 O. 00 Financial Guarantee Storm Sewer Trunk Sawer Lateral Streat Water Lateral Other Na R¢v19W9d By: Planning Sewer Trunk W ater Trunk Total 4 `l 111.q, 74;r Page 2 0! 3 Jul. 28. 2008012:06P%738,GRESSER COMPANIES_ INC,_ ., .R1 wnoFrn+?, R?rc. ? ? I? ? ne 24, 2008 No. 1470 P. 41q,ooz Gresser Company Attn: Mike Gresser 2905 l.exington Avenae Soiith Eagan, MN 55120 Ballnsted BPDM RooFne Svstem RC:: Ro-roof Proposal 2905 Lexingmn Avonoe Srnnb Easan, MN Approx: 48,845 square fcet Eommarcial - Industrial Architectural Shest Matal Wc hereby submit o(rc bid tn fumish the ]abor, matorials, aaid equipment to re-roof the above bvilding as foliows: l. Remove eacisEing baliast and rubber membiane to the existing insulstion and dispose of in a stafe approved (andfill. (Roofing dust and debris cao enter the building becaaac of the (car-of(nrocess. Dust from the bar joisls caa xlso fnll. (t is the owners 1 tcnants responsibility to cover anU protect the contenis in the interior of the Muiding.) 2. Remove end reinstall existing concrese pavers. 3. It35tall a.060 mil standard EPDM Ballasted system per the manufacturePs specificetions. 4. Ffash all perimeter and penerration per the manufacturer's specifications. 5. Ae-mstaFl'/." to 1%" smooth washed river rock at the rate of 10 Ibs per square foot everage per manufactums specifications. 6. Install new 24 gaiige pre-finished meta+l at outside perimetcr, new scuppers end dpwaspouts. Color selected by the owner according to the manufacturer's standard colors. 7. Provide iCato Roofing Two (2) year Con[ractor's warranty. Provide e TW ENTY (20) year manufacturer's waxranry. 8. [3uildiag pennic by others, subject to approval from the local building ofTiciel having jurisdietion. NOTE: • Kato Roofing, Inc, can not be held responsible for eYisting or future mold conditions couud by wet materials or Ieaks. • Mechanical, gas anJ elecfrical disconnecb / reconnec[s by owner. • Rnotdeck repairs will be an a Hme and materiels basa, if rcqnired • Snow or ice removal will be on a time and cquipment charge baaia • Due to the extreme price volatility of rnw materials (especially steel rroducts) the price quoted in this proposal is vatid for orders placeq and shipped within 30 6ays. If ttiere Ss sn increase in pricing on rnaterials incurred by Kato Roofing, Ine. the contract sAall aSmilarly inerease to relleet the chenge. We shall perform the aforementioned (tax inciuded) for the sum of: One Hundred Fire Thonsand Two Fiundred Sixteen Dollars and no/IUO------------------------w----(5112.000.001 Payment w be as followed: Oivner agrees t6zl all paymmt5 requirul unAer this coetraet sba11 6e due and payeble wit(fin ten (10) days af date of invoice whether billing is for job preparaeioo, matedals srored, work comptetetl ench monfh or final payment reques[. Owner agrccs mat Confractor may chnrge interesl al Uit annuql CnGe Of eigMcen peroent (18%), unless alesser percentage is required by law. If payments we not maAc when due, interesl, cors incidenial to colleclion and atlomey fces (if xn altorney is vetained for colleclian) shalE be added [o the unpaid balanca Contractor restrvcs the righl, without penaliy from Owna, to stop work on the prqcct if Owner does not make paymen6 wthe Comrac[or wUen duc. Owner hereby releases ContractOr of noUce reqaircmmts for licn righu in the event pnymrnts ate ncrt made when due nS ovllineA in [his paragraph. This proposal may be witlcdrawn by us if no[ tecccpted within 30 deys. 7his propasnl is bused on the work being stwrtcd within sixty (60) days $om the date of this Qroposal. 7hank you for the apporluniry w quote you our prices. if you havo any quaslions regarAing ihis propo"l or necd ejry addilional information, plensc contact me at my offia. _ ?- pXA G0 ACCEPT NCE O PROPOSAL: ? KAT RO By: M k Ba Date: Sales -O :. OlvNCR 46RfES r?tri" ?6,uTRAC7'oR Re?.a-?cv?t?' Pay.??rT i s ?.a??p?? -•vss t00QXm'Au5/??P,?, P/3OY1O'eA C?&/s7`RftGrGR fR6v1.p,E5 ?fcc§areni17AT??wts ? `?te, 321 L d" BouI d M k MN 56009 67D7 WesC H" h 13 Sevage Nff?F 55378 ? un +n, ever an g way I , Phnne? R e c e i v e d T. i,m,e? J u n, ?_, j;1.6:3QAM»? Rhnna, fRl?.OI 7RF.f79 RA c?..• ra?01 7o?.fl, o= City of Eap ma To: File From: Mike Ridley, City PlannerAr-' Date: June 24, 2008 Subject: 2905 Lexington Avenue In response to an enforcement letter regarding outdoor storage occurring outside of designated areas, the property owner has removed said storage from the parking azea east of the building and is proposing to clad the existing chain link and decorative fencing with 1"x 8" treated lumber, 8' in height. This enclosed area is slightly different than that depicted on the Conditional Use Permit Site Plan but is located in the side yard, which is in compliance with City Code standards for outdoor storage, and will be completely screened by the 8' wood privacy fencing. Please contact me if you have questions or need additional information. Lex Properties 2905 Lexington Avenue South Eagan, MN 55121 Phone:651-454-5476 Faac:651-454-4850 June 12, 2008 Mike Ridley City Planner City of Eagan 3830 Pilot Knob Road Eagan, MN 55122 RC: Screen F'ence Deaz Mike: The screen fence - N$ comer of tenant space to exiscing 10' board fence will be clad with 1" x 8° ueated lumber. Fence to be 8'-0" tall. Thz chain link gates will have pnvacy slats through the chain link to match the gate and fence at south storage area. Sincerely, LEX PROPERTIES MC Gresser President /vhv cc: James dValston Page 1 of 3 Mike Ridley From: James R. Walston [jwalston@lindquist.com] Sent: Friday, June 13, 2008 9:07 AM To: Mike Ridley Cc: Vicki Wiltgen; mcgresser Subject: FW: Site Plan and Letter- 2905 Lexington Avenue Attachments: CityofEaganMikeRidley 06-12-08.pdf Mike- Attached please find letter of Lex Properties dated 6-12-08 in response to your inquiry (below) of 6-11-08. Please note it is the plan to keep the existing fence structures in place and clad the existing fences with 1"x8" treated lumber 8' in height from the NE corner of the building to the 10' board fence near the north boundary. The chain link gate will have privacy slats with material that matches the privacy slats to match the gate and fence on at the south storage area. Please review and respond. Thanks Mike JRW From: ]ames R. Walston [mailto:jwalston@lindquist.com] Sent: Wednesday, June 11, 2008 8:38 AM To: Mike Ridley Cc: Vicki Wiltgen Subject: FW: Site Plan and Letter- 2905 Lexington Avenue Thanks for the photos. Most helpful ! I will ask Vicki to have M.C clarify what is going to happen but it is my understanding that the wood fence would be the length of the current location with slats in the gate-- but let me get the verification From: Mike Ridley [mailto:MRidley@cityofeagan.com] Sent: Wednesday, June 11, 2008 8:31 AM To; James R. Walston Subject: RE: Site Plan and Letter- 2905 Lexington Avenue Jim, The storage area in question is currently enclosed by both a cyclone fence and a portion that has the appearance of black wrought iron (please see photos). Since this area was not approved for storage originally, I was operating under the assumption that the cyclone and black metal fencing would both be replaced with the wood screen fence. Milce From: James R. Walston [mailto:jwalston@lindquist,com] Sent: Wednesday, June 11, 2008 8:14 AM 6/24/2008 Page 2 of 3 To: Mike Ridley Cc: Vicki Wiltgen Subjed: RE: Site Plan and Letter- 2905 Lexington Avenue Mike -Let me double check with M.C. and Vicki, but I understand the idea is to have the existing fence from the NE corner of the building north all the way to the 20' setback line screened with the 1"x 8" treated wood material, except for the chain link gate portion which will have slide in slats to match the color of the gates on the south end of the property, Vicki Wiltgen -- Please confirm with M.C. and advise. Thanks ]RW From: Mike Ridley [mailto:MRidley@cityofeagan.com] Sent: Wednesday, ]une 11, 2008 8:05 AM To: ]ames R. Walston Subject: RE: Site Plan and Letter- 2905 Lexington Avenue Jim, Just so I'm clear, everything highlighted on the Site Plan you sent will be the 8' tall wood screen, correct? Mike From: James R. Walston [mailto:jwalston@lindquist.com] Sent: Tuesday, ]une 10, 2008 4:17 PM To: Mike Ridley Cc: Vicki Wiltgen Subject: FW: Site Plan and Letter- 2905 Lexington Avenue Mike: Attached for your review and approval please find the proposed site plan and letter relating to the fence on the north side of 2905 Lexington Avenue. Please note.the site plan indicates the 8' chain link fence wili stay in its current location and the wood screen will be of 1" x 8" treated wood. Per our discussion last week please advise by reply if this is acceptable, and if so if ail outstanding zoning matters relating to this property have been cleared. Thank you Jim Walston From: Vicki Wiltgen [mailto:vwiltgen@gresserco.com] Sent: Tuesday, June 10, 2008 4:05 PM To: ]ames R. Walston Subject: Site Plan and Letter See attached. 6/24/2008 ? y? `\ rF ? '??:1l+??i?? ,. ? l • ? R Q o r vr r r?[ r O p m • '? z bRAtN?? ? U?I??TY ?O.Se?N? ? o0 ? A V e N vE n ? ? . •, . - ? , ?CN So v Tti . l" .. ; •. ?. s.. 0 e M1 Sti?ViC?s Li-E ?PpjtP Mechanical]nspections Dept. City of Eagan Davis Equiptment 2905 Lexington /1vE Permit # EA071745 Air Balance Reoort Repair Shop 5000 CFM Exhaust fan Design CFM 5000 Actual CFM 5100 @.1" Static and a face velociry of 1400 FPM Intake Hood Design CFM 5000 Acmal CFM 3850 Due to building leakage Warehouse Trane 20 ton rooftop unit 6200 CFM 8 Supply runs Design CFM 775 each Actual CFM 775 @.1" Static and a face velocity of 1450 FPM Manual air damper set at 20% equaling 1,240 CFM of outside air. Stev?n S hu ze - 8148 Pillsbury Avenue South • Bloomington MN 55420 • Phone: (952) 881-1557 • Facsimile: (952) 881-1558 F;1,c City 0f Eapn Pat Geagan MAVOR Peggy Carlson Cyndee Fields Mike Maguire Meg Tilley COUNGL MEMBEHS Thomas Hedges C.ITY ADMINISTRATOfl MUNIpPAL CENTER 3830 Pilot Knob Road Eagan, MN 55722-1810 651.675.5000 phone 651.675.5012 tax 651.4543535 TDD MAINTENANCE FAqLT' 3501 Coachman Point Eagan, MN 55122 651.675.5300 phone 651.675.5360fax 651.454.8535 TDD www.cityofeagan.com THE LONE OAK TPEE The symbol oi strength and growth in our communiry. May 26, 2005 Mr. Michael C. Gresser Gresser Concrete Masonry 2905 Lexington Avenue Eagan, MN 5121 ? 4 &-4-- Deaz Gresser: In response to the questions you have raised with Police Chief Therkelsen and members of the City Council regazding the stationing of police vetucles for the purpose of conducting traffic law enforcement, the City sought the opinion of Attomey Stephen Baker, who is the prosecuting attorney for the City of Eagan. Enclosed for your information is Mr. Baker's opinion regazding the routine police practice of stationing syuad cars on property that would ordinarily be prohibited from use by the general public. In summary, Mr. Baker found that when an officer pazks a squad caz within the City's right-of-way, that officer is exercising his police power, which is permitted under the law. The City and its Police Department recognize the concerns that you have surrounding this issue; however, as we have discussed in the past, public safety is of the utmost importaace to the City and traffic enforcement is a critical element to ensure the safety of the Eagan community. Sincerely, C?- - - Thomas L. Hedges City Administrator cc: Eagan City Council GRANNIS&HAUGE PA. LEGAL SERVICES TO INDIVIDWLS, BIISMESSES AND CRIFS SINCE igOB. WARD R ANDERSON MIOiAELI. DWYER• VANCE B. GRANNIS, JR DAVfD G. KELLER BARRY L WfiTENREILER•• VIRGINIAADWYER May 18, ZOOS JEI`FkEv D. caHiu ? WILLUM L BERNARD STEPHEN A. BAKER•" PATRICK L COTTER PAl1L H. HAIJGE Chief Kent Therkelsen (ofco015a9 Eagan Police Department 'Aho a*Wftd mvM? m 3830 Pilot Knob Road Wmordn •' Fho admftd ro pnddm tn Eagan, MN 55122-1897 M^°k ••• pya adndtted m pactitt In FlwIN RE: Police use of city right-of-way Dear Chief Therkelsen: You have asked me to render an opinion regazding the routine police practice of stationing squad cars on property and in positions that would ordinarily be prohibited from use by the general public. Our officers aze enforcing state and local traffic laws from those positions. It is my opinion that the police aze allowed to park their squads in such ordinarily prohibited azeas provided the officers aze doing so in fiutherance oF the ordinary course of their duties. At first glance, Minn. Stat. Sec. 169.03 appeazs to prohibit "authorized emergency vehicles" from violating any provision of Chapter 169 unless engaged in a response to an emergency call or in pursuit of suspected violator. The Minnesota State Highway Patrol considers 169.03 Subd. 6 to give them leeway within which to monitor traffic on state highways. Subd. 6 indicates that the strictures of 169.03 do not apply to persons and motor vehicles while actually engaged in work upon a highway. The remainder of that pazagraph references such "work" as being snow and ice removal, flood control, and vehicles used by "mad authorities". It does not specifically say that "working on a highway" includes such duties as detecting the speed of moving motor vehicles from such off limits places as medians and shoulders. The rules of statutory construction and plain meaning support the conclusion that Subd. 6 applies to highway conshvction and maintenance vehicles and not law enforcement vehicles. 169.03 is, however, only a statute, and it does not abrogate the general police powers inherent to govemment, both under the constitution and historical practice. 169.03 has been the traditional defense to claims that an emergency vehicle committed a tort when injuring a motorist or pedestrian wlule on the way to an emergency call. The statute makes no mention of a governmenYs right and responsibility to enforce its laws in public. The govemment, when building roadways, always retains easements sufficiently wide to allow it to enforce the laws and maintain the city "for the general welfaze". (651) 456-9000 Facsimlle: (651) 45a4232 Z00 TOWN CENfRE PROFESSIONAL BUILDMG • 1260 YANKEE DOODLE R.D. • FAGAN, MINNESOTA 55121 •2201 www.granNShauge.wm In the instant situation on L.exington Avenue, the City of Eagan's right-of-way easement extends 19 feet to the west of the pedestrian trail and ends at a private property line. The entire width of the city's right-of-way is open to the police for enforcing public safety. City Code of Eagan, Sea 1.02. In Commissioner of Transportation v. Northem States Power Comnany, #C4-02-1418 (Minn.App. 2003), MnDOT had ordered, by mere fiat, that Xce] Energy remove power poles from a portion of the "right-of-way" that was going to be graded for road expansion. The road itself was not going to interfere with the power poles, and Xcel azgued that it had a right to maintain its power poles within the right-of-way. The couat, however, stated that Xcel's "continued presence in the right-of- way is subordinate to proper exercises of the state's police power ....[T']hat power includes the authority to require relocation of utility facilities in furtherance of public safety, security, and general welfare (emphasis added)". Thus, in the instant situation where an officer parks a squad well within the city's right of way, the govemment is simply exercising iYs police power, which it has every right and duty to do. 169.03 has a sphere of application aimed at the use of emergency vehicles while perfomung emergency duties, even including snow removal and flood control. It does not speak to the proper use of a public right-of-way or the need for the police to enforce traffic laws under the govemment's general police powers in those right-of-ways. The case cited above sets out the proper scope of the govemmenYs authority when exercising its duty to promote public safety, security and general welfaze. I have also consulted with Professor Steve Simon at the University of Minnesota Law School. Professor Simon is head of the State Legislative DWI Task Force. I have also spoken with several municipal prosecutors, including Roger Fellows, who has prosecuted for the City of Brooklyn Pazk for more than two decades. I believe that the foregoing opinion lays out a better analysis regazding the constitutionality of enforcing our police powers than any other analysis that has been advanced. If you have any questions, please feel free to call me at any time. Ve y yows, Stephen A. Baker Prosecuting Attoiney for the City of Eagan MEMORANDUM EAGAN POLICE DEPARTMENT 3830 Pilot Knob Road Eagan, MN 55122 651-675-5700 651-675-5707 FAX DATE: May 20, 2005 TO: Thomas Hedges, City Administrator FROM: Kent Therkelsen, Chief of Police' ? SUBJECT: Police use of City Right of Way On Apri128`h, you and I met with Councilmember Cazlson in regazds to a constituent concern over the stationing of police vehicles on a city trail for the purpose of conducting traffic law enforcement. As a result of that discussion you asked that I seek a legal opinion from the City Attorney that would help clarify whether or not a police officer could park a vehicle in an azea where the public can not legally park. On May 2"d, City Attorney Stephen Baker met with me, Deputy Chief Jim McDonald and Lieutenant Jeff 7ohnson to discuss the issue. Mr. Baker prosecutes traffic offenses and misdemeanor and gross misdemeanor crimes on behalf of the City of Eagan. On May 18`h, I received a written opinion from Mr Baker, which is attached. In his opinion, Mr. Baker concludes that although there is no specific statutory authorization to pazk police vehicles in ordinarily prohibited areas, there is historical and constitutional practice which allows this under the state's police powers. As part of my follow up to our meeting, I spoke with Major Michael Asleson of the Minnesota State Patrol. He stated that this question is periodically raised in relationship to State Troopers pazked on freeway shoulders or median turn-azounds in the course of their duties. Major Asleson believes that the Statute (169.03 Subd 6) referenced by Mr. Baker does, in fact, provide authority for a law enforcement vehicle to pazk within the right of way to perform their duties. In conclusion, it is the opinion of our City Attomey that Police Officers may use the right-of-way easement to park while in the performance of their duties. The circumstance in question is one of several where state or local law does not specifically authorize an action that would otherwise be illegal if committed by a private citizen, but is necessary in the proper performance of police duries. Enforcement of narcotics and vice laws aze everyday examples of this concept. Given Mr. Baker's analysis, I believe that our use of the right of way is appropriate. I hope this information will be helpful to you and Councilmember Cazlson. Please let me know if you have any questions. C/ Deputy Chief James McDonald Lieutenant Jeff Johnson TL\? rQ PAT GEAGAN Mayor PEGGY CARLSON CYNDEE FIELDS MIKE MAGUIRE MEG TILLEY Council Members THDMAS HEDGES Ciry Administramr Munitipal Cenmr: 3830 Pilot Knob Road Eagan, MN 55122-1897 Phone: 651.675.5000 Fax: 657.675.5012 TDD: 651.454.8535 Mainttnance Faciliry: 3501 Coachman Poinc Eagan, MN 55122 Phone: 651.675.5300 Farz: 651.675.5360 TDD: 651.454.8535 www.utyofeagan.com THE LONE OAKTREE The sym6ol of stmngch and growch in our communiry January 7, 2004 Gresser Concrete Masonry Attn: Mr. Michael C. Gresser Sr. 2905 L,exington Ave Eagan,.MN 55121-1421_-. - -- -- Dear Mr. Gresser: As we discussed in our recent phone conversation, the City of Eagan has been very pleased and satisfied with the ReCon Wal] System products, which were used in the construction of our new community center and bandshell. The ReCon products were used to build the pond wall directly behind the Community Center, as well as for the outdoor bandshell seating. The City of Eagan recognized the need for a durable and reliable product given the harsh winters in Minnesota, which is why the City elected to use the AeCon products. Furthermore, the natural limestone texture of the ReCon Wall System compliments the natural limestone exterior of the new Community Center, making the bandshell seating very aesthetically pleasing. Thank you for the opportunity to share with you our positive experience with the ReCon products. If you desire any further feedback from the City, please feel free to contact me. Sincerely, \ 'V-C'V'U?) Thomas L. Hedges ? City Administrator i CITY? OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 PERMIT pERM1T TYPE Permii Number: Date Issued: BUILDING 021547 07/22/93 SITE ADDRESS: P.I.N.: 10-22509-018-81 2905 LEXINGTON AVE LOT: 1 BLOCK: 1 EAGANDALE CENTER INDUSTRZAL PARK #10 DESCRIPTION: (WEST LINE guilding__Permit Type 8uilding Work Type ?UBC Occupancy?, ? Constructian 7ype ?Building Length ? Bu3lding Width ? square Feet \ r ??• SHED) COMM./IND. MISC. NEW B-2 II-N 300 16 4,800 2f????\?; ? ?,,.?;i ? REMARKS: FEE SUMMARY: Base Fee Plan Rev3ew Surcharge Total Fee VALUATION $207.00 $134.55 $10.00 $351.55 $20,000 ? - . , CONTRACTOR: - Applicant - OWNER: HOAG HAYMAN & KOECHEL INC 29427969 KNOX LUMBER CO 10125 CROSSTOWN CIR 114 2905 LEXINGTON AVE EDEN PRAIRIE MN 55344 EAGAN MN (612) 942-7969 I hereby acknawledge that I have read this application and state thet the information is correct an8 agree to comply with a11 applicable State of Mn. Statutes and City of Eagan Ordinances. ?/PERMIT?URE ISSU D'B : SI ONATU IE?{-- `\ INSPECTION CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 RECORD PERMITTYPE: BuiLoiNe Permit Number: 021547 Date Issued: 0 7/ 2 2/ 9 3 SITEADDRESS: Lor: 1 BLOCK: 2905 LEXIMGTON AVE EAGANDALE CENTER INDUSTRIAL PARK #10 PERMIT SUBTYPE: COMM./IND. MISC. ? ?- ???ii?i? ,,i•? ,.? .rt (i?c?l.l? ;?.. i?'?1 ' j 1 fif ?'??il ? q.??• 1! vi n:., o!.u,3 G i i;?• (iiil!' \ rI,:U .d I.;i - f, . in '1 N ., f- N F, f, 1 CJ - V, 14 " '•Jf? r;trilF11,10hWt"it,r' bUl,; Sfi ? P?\''. .. ?.. q ff I I I'? i t,? ?: 1 APPLICANT: HOAG HAYMAN & KOECHEL INC (612) 942-7969 TYPE OF WORK: NEW DESCRIPTION (WEST LINE SHED) ? ? i i .r KtNLiiVhIc _ =%sr.tlv C61J vo I ¦ vr cnran?• PERhiI1' ? 1993 BUILDING PERMIT APPLICATION ? J 0 2 ?93-_ S 681-4675 G SINGLE 6 MULTI-FAMILY 2 sets of plans,,3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architectural 6 structural plans. 1 set of specifications, 1 copy of energy calcs. Penatty 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 Site Address: 5 16X/nr6-T4c? AdP-,-r'-?? /l'?J1J srREET wirE r Tenant Name: (commercial only) Kh7t3?, L1Afyl8CR COhAPA1jY IAT I BIACK 1 SIISD.EAG.GTK.INC).PI(#1p P.I.D. M/b_ ZZSOq-O/O-C?, . Descri tion of work: 300' xI6' LIiyESHED The applicant is: ? Owner ¦ Contractor ? Other coe.ortbe> Name f A' Q ti GJa Phone Property LA ?NCX FIRC ? ? Owner " Address STREET ' STE • City State ZiP Company oaQ - a 42?&ni G/ A Ql Phone 7`^/a '79l 9 - ? ' I?IAI?V N?wv+LI:= T COntfBCtOf /D/,)C Cross7vwv License # Exp, Address ? Su i+! City State /?7 AJ Zip -SS3 S/V 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 app1lcation 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: vrriL?e use %Jn61 BUILDING PERMIT TYPE O 01 Foundation O 02 SF Dwg. O 03 SF Addition O 04 SF Porch O 05 SF Misc. ? 06 Duplex ? 07 4-Plex ? 08 8-Plex ? 09 12-Plex ? 10 Multi. Add9. WORK TYPE B 31 New E3 32 Addition ? 33 Alterations ? 34 Repair i 0 11 Apt./LDdging ' ? 12 Multi.-flisc. O 13 6arage/Accessory O 14 Fireplace 0 15 Deck O 35 Tenant Finish 0 36 Move GENERAL INFORMATION Const. (Actual) (Allowable} UBC bccupancy Zoning 1? of Staries Length Depth APPROVALS 7t-N Basement sq. ft. lst F1. sq. ft. B-z 2nd F1. sq. ft. 5q. Ft. total ?-[71on Footprint Sq. ft. 300' On-site weli /h , On-site sewage Planning Building En9ineering Variance REOUIRED INSPECTIONS gPw-P ? Site I,B Footing [3 Framing ? Maltboard U Final O Draintile t, '%P . e?. E3 16'Basemen.t Flnish . E3,27 Swim Pool O 18 Comm./Ind. IS 19 Comm./Ind. Misc. 13 20 Pubtic Facility O 21 Miscellaneaus O 37 Demolish MWCC System City Mater PRY Required Booster Pump Fire Sprinkler Census Code 2 8 SAC.Code / ? Assessments r.?EST ?luE SH ED ? Insulation ? Fireplace Permit Fee o2o7,ob wa.cicn: Surcharge Plan Review License MWCC SAL City SAL Water Conn. Mater Meter Acct. Deposit S/M Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trails Ded. Lopies Other Tota1: S 2D oov r SAC % SAC Units xaxoaA aavx TO: JIM STURM, CITY PLANNER PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ACTING COMMUNITY DEVEIAFMENT DIRECTOR DALE WEGLEITNER, FZRE MARSHAL BILL AICINS, ELECTRICAL INSPECTOR PUBLIC WORKS/ENGINEERING/UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR i FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE : Q t,Q. y lJ 9,1513 gE; (J pLF?N REVIEW The _ preliminary X, construction plans for L`& rna-F-F, are in our plan review section for your review and comment. Please return this form to Joe Merchak with our s and the date of review. Zf you have any objections to approval cf thase plana, it is your responsibility to notify this department and resolve any problems with the affected parties. if you are roquesting that the.issuance of the buildinq permit be held, please fill out the proper hold request form. Thank-you. COMMENTSt Gen e - Ov0 t>?-d"/V GO///!"G'//Orl G?td/'J?? J i;'J 1-1 -9 -?1 -Ip? ' Siqnature Date xaxoaaN aox TO: JIM STURM, CITY PLJ,NNER PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ACTING COMMUNITY DEVEIAPMENT DALE WEGLEITNER, FIRE MARSHAL BILL AICINS, ELECTRICAL INSPECTOR PUBLIC WORRS/ENGINEERING/UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATEt Q? r), ??j?3 tJ gE; pLAN REVIEW DIRECTOR( lr,"n)c L%.tirnB1F-f'` The _ preliminary X, construction plans for are in our plan review section for your review and comment. Flease return this forg-tA:f Joe Merchak wi our s and the date of review. ??.'?„?n.,;; 4,E? .;.,,'019, § If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems with the affected parties. Zf you are requesting that the issuance of the building permit be held, please fill out the proper hold request form. Thank-you. COMMENTSs --1Da Siqnature e xsxoaA N cox v ? ? TO: JIM STURM, CITY PIJ?NNERA PAT GEAGAN, POLICE CHIEF JON HOHENSTEIN, ACTING CO Y DEVEIAPMENT DIRECTOR DALE WEGLEITNER, FIRE TfARSHAL BILL AKINS, ELECTRICAL INSPECTOR PUBLZC WORRS/ENGINEERING/UTILITIES/STREETS GENE VANOVERSEKE, FINANCE DIRECTOR FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: Q? ?, I?113 ll RE: PLAN REVIEW The _ preliminary X, construction plans for i?NPK L'`rn are in our plan review section far your review and comment. Please return this form to Joe Merchak with and the date of review. : ?iC :.. . .: :.. . .: If you have any objections to approval of thase plans, it is your responsibility to notify this department and resolve any problems with the affected parties. If you are requesting that the issuance of the buildinq permit be held, please fill out the proper hold request form. Thank-you. COMMENTSt Siqnature Date CSTY pF EAGAN CASHIERa 5 TEFMINAL N0: 84 DATE: 05107/97 T.T.ME: 14:49:30 IP: NAME: FIOAG? I•IAYMAN Y KpECHEL SNC 3210 9001 2905 LEXINGTUN 149.75 2155 91701. 2305 I._FXINGTON 4..°i0 3430 9001 2905 LE.XINGTON 2.50 , , ? Total Receipt Amnunt ; 156.75 CROi3313 USER ID: NANCY NdkC?C#X?%??k XtYZXc?Xc?? ?YF?%?X?X?F?#?%?k?X?k?X?k?kX?k:?#X?X?%??k??k ? r : PERMIT CITY OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: B U I L O I N G Eagan, Minnesota 55122-1897 Permit Number: 0 2 9 8 9 8 (612) 681-4675 Date Issued: 0 5/ 0 7/ 9 7 SITE ADDRESS: 2905 LEXINGTON AV£ LOT: 1 BLOCK: , 1 ` EAGANDALF CENTER INDUSTRIAL PAftK #10 P.I.N.: 10-22509-010-01 DESCRIPTION: ,Buildin4-,,?ermit Type , COMM./IND. MISC. i`BuildiNtg aAx"k Type ? ' Census Cods ? ??' . . . . . > , ADDI7ION 437 AL7. NONRES. ?? ?'1`'1'"? x ;1?`? >'..`',?'jr'- •°?,;7:-_'? 41 f;u i! rl d"_ REMARKS: "SHADECLOTFI" STRUCTURE FOR GARDEN CENTER FEE SUMMARY: VALUATION Base Fee SurcPiarge Subtotal $149.75 $4.50 $159.25 $9,000 COPIES Totial Fee $2.50 $156.75 CONTRACTOR: - Applicant - OWNER: lIdOAG HAYMAN & KOECMEL INC 29427969 PAYLESS GASFIWFYS 410125 CROSSTOWN CIR 114 . P 0 BOX 419466 'rOEN PRAIRIE MN 55344 KflNSAS CITY MO 64141 '(612) 942-7969 (816)234-6954 I hereby ackn.owl,.Bdgb, Ghat I h'ave read t-hz's infnrmation is correct and agree.to comply L 5ta"tutes cind City of Eagan Or#iitiavrrovs. APPLICANT/PEFiMITEE SIGNATUFE a.pplicatiora amd etaCe th.aC the wiCh a1.2 applica6le State o# Ntn. ? ISSUED BY: T RE f I/1 dw.£ x/ r/°c''C L - AR-cN. (6/.C.ya? - ?v(7 _ ? :...rw rt T kEL? L C•P?cs OF ? s,youz ? D 7+Lw°7-A'as'*1- j 7KGY/f"L4%!'1+24G 997 BUILDING PERMIT APPUCATION (COMMERCIAL) i4096 CIT Y OF EAGAN 681-4675 The following are required with appropriate certification for ali ney construdion: ? 2 each: archRectural plans; mech. & elec. plans; flre sprinkler plans; structurel plans; site plans, landscaping plans; graCing/drainagelerosion wntrol plan; utility plan ? 1 each: set of spewficetions; set oi energy Celculations; eledrical power 8 lighting form; Special Inspections & Testing Schedule ? Letter from MGWS (phone #222-8423) indicating SAC detertnination ? Code analysis indicating: codes used; occupancy classiflcations; setbacks; maximum allowable area as per Building and City Codes along with sq. ft. per Noor; type of construdion (synopsis of construction components) & any occupancy or area separation walls; occupency loads; exit synopsts with a diagram indicating exking loads from each room or area, travel paths & all rated corridore; plumbing fuctures; and parking. DATE: April 9, 1997 WORKTYPE: _ New x REMODEL DESCRIPTION OF WORK: Shade St^ucture Bay °ayless Cashways/Knox Lumber CONSTRUCTION COST: 8500.00 TENANT NAME: SITE ADDRESS: 2905 L=xinoton Avenue Eaqan MN LOT? BLOCKSUBD. ?Illl nnrjY, lRmAph, I,t)jJ hiGX, P.I.D.# PA:? 10 PROPERTY Name: Payless Cashways PhOnE #: 810-234-6954 OWNER nwa* Street Address: Po Box 419465 Clty: Kansas City State: MO Zjp: 64141 CONTRACTOR COmpany: Hoag Hayman & Koechel Phone #: 612-942-7969 Eden Prair=e, MN ARCHITECTI Company: ENGINEER RECEIVEU APR 10 1997 SY: Street Address: 10125 crosstawn Circle #114 Truman HowelJ_ Architects Name: Truman Howell Stteet AddreSS: 18202 Minneton!ca Blvd #202 Clty: Wayzata Sewer 8 water licensed plumber (only if installing sewer & water): State: MN Zjp: 55391 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 Orc Signature of 55344 _ Zip: Phone #: 612-449-9303 Registration #: OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 18 Comm./Ind WORK TYPE ? 31 New ? 32 Addition GENERAL INFORMATION Const. (Actual) (AllowabiP) UBC Occupancy 2oning # of Stories Length Depth APPROVALS Planning 9 Comm./Ind. Misc. ? 20 Public Faciliry 0 33 Alterations 0 34 Repair Basement sq. ft. Fir¢4 FI{7:r cq. N. sq. ft. sq. ft. sq. ft. sq. ft. Footprint sq. ft. Building Permit Fee Surcharge Plan Review MCNVS SAC City SAC Water Conn. S/W Permit S/W Surcharge Tr2atment PI. Road Unit Park Ded. Trails Ded. Water Qual. Other Copies Z.- O - Total: % sa,c SAC Units Met S Engineering ^+r '??kk +? ?? ?,F?*. ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolition MC/WS System City bNater Fire Sprinklered Census Code SAC Code Census Bldg. Census Unit Variance ? Valuation: $ 60 H97 -L 0 y?y/r! 7 M/71?K `1? r tfw??N v.M. (z.C.N? A?ceNi. ?GL D £Nlj /KSLtt'S 'fyKCe" ?aAw?K4s. Z? ??,5 ¢ er e ys"5 i` G? Q, V {Glv nf ? ?? ??. ?'?? ?? Jb ? 'CITI'( OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: P.I.N.: 10-22509-010-01 PERMIT PERMIT TYPE: Permit Number: Date Issued: 2905 LEXINGTON AVE LOT: 1 BLOCK: 1 EAGANDALE CENTER INDUS7RIAL PARK #10 DESCRIPTION: - (WEST "T" poilding, Permit Type Building Work Type r'UBG occupancy Construction 7?yp,e ? ? Building Length _-? ? Building Width 1 ? Square Feet ? y ? ^_•.?.r?- ? . Base Fee Plan Review Surcharge Total Fee .Y? BUILD NG 021548 07/29/93 / r ,Lv` REMARKS: FEE SUMMARY: VALUATION $252.00 $163.80 $12.50 $428.30 CONTRACTOR' - APPlicant - HOAG HAYMAN?& KOECHEL INC 29927969 10125 CRO5STOWN CIR 114 EDEN PRAIRIE MN 55344 (612) 942-7969 I I CANOPY) COMM./IND. MISC. NEW B-2 II-N 250 32 8,000 $zs,eee OWNER: KNOX LUMBER CO 2905 LEXINGTON AVE EAGAN MN I hereby acknpwledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Mn. Statutes and City ofi Eagan Ordinances. APPL ANT/PERMITEE SIGNATURE ISS ED B SI NATUR INSPECTION RECORD CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITEADDRESS: Lor: i BLtlCK: 2905 LEXINGTON AVE EAGANDALE CEN7ER ZNDUSTRIAL PARK #10 PERMIT SUBTYPE: COMM./IND. MI5C. PERMITTYPE: BuILoiHs Permit Number: 021548 Date Issued: 07 J29/93 1 APPLICANT: HOAG HAYMAN & KOECHEL INC (612) 942-7969 TYPE OF WORK: NEW DESCRIPTION (WEST "T" CANOPY) ? ?. v- ,':V:1'4 !. . I.4f.I ij 11?1Y ?: 1 I 1'? 1 ? I I I{j 41 .. (t 1. ?'t.n, 1'0tf' 1'; ij 1 lIn ;aLV i AhE; (:? ,?•? Ft,? 7 ;,r,tir.1 Ac 1.i;p???•\lV?1: yl?,,r • b' I' LI IJ' . ,-> r? a iq i( - 1i I 1•i?ll?"'1iiVr I" Vi>V .. , t li•',I M? 1:.j 1.; .. 0`.? I ?'dr tt (1 I( I.i A- I?? 11 ? ? t ? ? .? I REacnvATE _ RECEaVED PERM.IT B I - ? ? 0 2 1993 ? ' - --------- CITY OF EAGAN 1993 BUILDING PERMIT 681-4675 APPLICATION $44,3D SINGLE 5 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: 1) when permit is typed, but not picked up by last working day of manth. in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date ? /2 Yaluation of work 'r-` %?=% 90. S9te Address: 5 GEX/NGTW Av4 STREET SUITE M Tenant Name: (commercial only) ?rv(?)? t-1AMHsC? C-ohAPAIUY IAT ? SIACK 1 SOBD.EAC3.GTR.IN4.P(?k/0 P.I.D. NID-ZZSOq-C?/O-Q, Descri tion of work: .?So'x3Z' - cA.voA The applicant is: ? Owner M Contractor ? Other coeBcrsbe> Name A Go a Phone Property `" ?No? L r FIRST D\ ? C Owner 1 Address STREEi ? STE # City State Zip Company a =, e Phone 7??? -79? 9 lnRRV NEwv??« COnti'aCtOr /D/;?<- ross-fvLvv C-rc-/e_ License # Exp. Address , City j'-l ,- A2 PraI State /?7 ez/ Zip 5579 V/ Company Phone ArchitecU Engineer Name Registration N 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: _?-?-?"? P??? oFFiCE U5E ONLY BUILDING PERMIT TYPE O 01 Foundation ? 06 Daplex ? 11 Apt./Lodging ? 02 SF Dwg. ? 07 4-Plex O 12 Multi. Misc. ? 03 SF Addition ? 08 8-Plex ? 13 Garage/Accessory ? 04 Sf Porch 0 09 12-Plex ? 14 Fireplace O 05 Sf Misc. 13 10 Multi. Add'-1. ? 15 Deck WORK TYPE 'p 31 New ? 33 Alterations ? 35 Tenant finish ? 32 Addition 0 34 Repair 0 36 Move GENERAL INFORMATION Const. (Actual) 31- N (Allowable) UBC Occupancy B• z Zoning i of Stories Length go ? Depth 32, APPROVALS Planning Engineering ? 16 Ba4ftent Finish ? T7"5wim•Poo1 .. ? 18 Comm./Ind. M 19 Comm./Ind. Misc. ? 20 Public Facility ? 21 Miscellaneous 0 37 Demolish Basement sq. ft. MWCC System lst F1. sq. ft. City Water 2nd F1. sq. ft. PRV Required Sq. Ft. total Booster PumP Footprint Sq. ft. 000 Fire Sprinkler On-site well Census Code _ Z S On-site sewage SAC,Code - I D Building Assessments Variance REGIUIRED INSPECTIONS W&S7E'RN MOW' -T cA?vop y ? Site [Z Footing ? Framing ? Wallboard 131 Final ? Draintile ? Insulation ? Fireplace Permit Fee 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 Ded. Copies Other Total: 252, o0 I v.LLat;d,: s 25000 i Z. S° .14, 3•15O SAC % SAC Units i 1 ? • :`y I ? I I' 1'1 ? „ ? ? / V 1 ? l 1 1 1 1' ? x ,. 1i 9?. 1m 11? ? il 1 ?Z?.fL \ ??ZP • i . ? ? ; . --- "r y-. 6s ? ?F.{G???'(?qp?! ?Vl` _-? ? I ? ? 1 1 Je t oX' ...:??....? ., ..._??.e.r.?,?,.., .....y?,•?,q........,?ya_.....?,:..?ri::e.<n ,..,..; ?...,. . .. , .,., , r. .. , .. . , ? ... ? . ..;t. ... . , ; :v C.f.TY [lF cAGAv „nc;uTE'i:: ;'i fliW1I?dAl_ h;f:le 779 T.!1T-.: 0700I98 r'.N'.: .,`..?CRi'. 'NUX I_L;hk+L''Y 1710 90::71 2303 !_^'%rYr;,TO"' 1+45 ..^;':1Cii 2905 LEX:XGT.,.\1 i f 4_ . Ic,3co.i.pl: Ancr..an;,r 2'.,71 r,- -)104g. " .lc r' :W CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 FERMIT PERMITTYPE: suzLozr+G Permit Number: 0 3 2 4 8 8 Date Issued: 0 7/ 0 8/ 9 8 SITE ADDRESS: P.I.N.: 10-22509-010-01 2905 LEXINGTON AVE LOT: 1 BLOCK: 1 EAGANDALE CENTER INDU5TRIAL PARK #10 DESCRIPTION: TEMPQRARY Building_Permit Type 9uildin9 Work Type ?Building Length Building wldth?°=, Square Feet ., PE_ ? `? •? , ,s ?F v,...?.. . T E N T (YU„p.,v GQN NEW 40 60 2,400 _:. ... ??,., . ? REMARKS: PLAN REVIEWED BY DALE SCHOEPPNER FEE SUMMARY: VALUATIQN $500 Base Fee $21.00 Surcharge $.50 Total Fee $21.50 CONTRACTOR: S OWNER: - Applicant - KNOX LuMSER 2905 LEXIN6TON AVE EAGAN MN 55121 (612)452-9200 ? T herebp acknowledge that I have read this application and state that the informaLion is oorreez arccS agree,to atsmply yzth all applicable SCate,of Mn,, : Statutes antl CiCy of Eegan Ord£nances. ? - J ' AP CANT/PE I E SIGN RE I D BYSIGNAT R - , J 1 1998 BUII.DING PERMIT APPLICATION (COMMERCIAL) ? CITY OF EAGAN ? 681-4675 Submit following to obtain necessarv oermit SUITE #: Foundation Oniy Mew Construction Interior Im rovement sWCtural plans (2 sets) arohitecturel plans (2 sets) archilectural plans (2 sata) civil plans (2 sets) structural plans (2 sets) code analysis (1) " eode anaysis (7) " civil plana (2 sets) Prolect specs (t set) soils report (t) landscsping plans (2 sets) Key Plan projectapecs (1) codeanalysis (1)" energycelculations (1)rot ehvays" Special Inspections & 7esting Schadule " soils report (t) Electric Power & Lighting Fortn (1) na always " SAC determination letter from MCANS - SAC detertnina6on letter from MC1WS - SAC determination letter 6om MCANS - call 602-1000 call 602-1000 call 602-1000 Specfal InspecGons 8 Testing Schedule (1) project specs (1) enargy celcula6ons (1) " ElectHC Power 8 Li htin Fortn (1 " -- Conwci oummng mspec[ions ror 58mple Food 8 Beverage or Lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 215-0700 for details. DATE: ?9-f WORK TYPE: ? NEW - REMODEL / DESCRIPTION OF WORK: CONSTRUCTION COST: -If??-? TENANT NAME: SITE ADDRESS: a 70 S LOT-L- BLOCK? SUBD.? C/.Lu?!V ri'IG t I'W?DP.I.D.# 4rvo-- Sf?-?- Name: ? Phone t#: ?SoZ - `?/Op PROPERTY Last First OWNER StreetAddress:_ q _ '4ve- ?. City Q State: Zip: e,'S/? ? Company: Phone #: CONTRACTOR Street Address: License # City State: ARCHITECT/ ENGINEER Company: Name: Sveet Address: citY State: Sewer & weter licensed plum6er (only if installing sewer 8 water): I hereby acknowledge that I have read this applicaGon and atate that the infortnaGon is Minnesota Statutes and City M Eagan Ordinances. Zip: Phone #: Registrarion tt: _ Zip: _ )rrgct and agree to co P2, i C7 o ?nffl ?-6y-) N3 with all appiicable State of Signature of OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 18 Comm./Ind. WORK TYPE 31 New 1?-32 Addition GENERAL INFORMATION Const. (Actual) _ (Aliowable) UBC Occupancy _ Zoning # of 5tories Length y0 Depth lo 0 APPROVALS Planning lkr 19 Comm./Ind. Misc. 0 20 Public Facility f ?jr ?r y ' ? 33 Alterations ? 34 Repair Basement sq. ft. First Floor sq. ft. sq.ft. sq. ft. sq. ft. sq.ft. Footprint sq. ft. Building b?j. 2 Da Engineering ? 21 Miscelianeous O 35 Tenant Finish ? 37 Demolition MClWS System City Water Fire 5prinklered Census Code SAC Code Census Bldg. Census Unit Variance ? ? 3d / ? Permit Fee 71 Valuation: Surcharge So Plan Review MC/WS SAC City 5AC Water Conn. S/W Permit S/W Surcharge Treatment PI. Park Ded. Trails Ded. Water Qual. Other Copies Total: °k SAC SAC Units Meter Size ? ? CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55122-1897 (612) 681-4675 PERMITTYPE: , BurLozNG Permit Number: 0 2 7 2 9 8 Date Issued: @ q/ 15 J 9 6 SITE ADDRESS: P.I.N.: 10-22509-010-01 PERMIT ?0?630 2995 LEXINGTQN RVE LOT: 1 BLOCK: 1 EAGIiNDALE CENTER INDUSTRIAL PARK #10 DESCRIPTION: (TEMP GREENMOUSE) Building%Permit Type COMM./IND. MISC. l?Buildin9 'W`o?1-k Type ALTERATION Census Cod328 OTWER NONRES. a_ t ( ?.,i...., ' .. ? il T= _ :'t' t . ? ,'? ._ _ U=?_,?'?_ L :j REMARKS: A 5EPARATE PERMIT I5 REQUIRED FOR ANY ELECTRICAL OR PIUMBING WORK FEE SUMMARY: VALUATION Base Fee Surcharge Total Fee $74.75 $1.50 $76.25 CONTRACTOR: $3,000 OWNER: - Applicant - KNOX LUMBER 2905 LExINGTON AVE EAGAN MN I hereby acknouledge that I have read this information is correct and agree to comply ? Statutes and City of Eagan'O?dinances.APPLIC I IGN TURE applicatipn and sCate thaL the with all applicable State ofi Mn. " \ ? ISSUED BrPIGNA R J CITY OF EAGAN 14194 1996 BUILDING PERMIT APPLICATION (COMMERCIAL) 681 -4675 The following are required with appropriate certlFlcation for ali ae& construction: . 2 each: architecturel plans; mech. & elec. plans; fire - sprinkler plans; etruc[urel plans; si[e plans; lendscaping plans; grading/diainagelarosion control plen; utility plan ? 1 eech: set of specifceGOns; set M energy wlculations; electrical power & lighting fortn; Special Inspections & Testing Schedule ? Letter from MCNVS (phone #222-8423) indicating SAC detertnination ? Code anatysis indiwting: Codes used; occupancy classifications; setbacks; maximum allowable area as per Building and City Codes elong wiM sq. ft. per floor, type of construction (synopsis of construction componeMS) 8 any occupancy or area separation walls; occupanq loada; exil synopsis with a Giagram indicating exiling loada from each room or area, Vavel paths & ell rated cortidors; plumbing fatures; and parking. DATE: a?? Zf? WORK TYPE: ? NEW _ REMODEL DESCRIPTION OF WORK: T'"4A0P-6AV 62?41 //0 CONSTRUCTION COST: TENANT NAME: kynx. SITE ADDRESS: 14e tM[R flF / 1 LOT ?_ BLOCK _L SUBD. P.I.D. # J'i pl -trl o PROPERTY Name: 1?-koX z vA't/3 e?4? Phone #: OWNER "'" MpBt Street Address- City: _ CONTRACTOR Company: Stfe City ARCHITECT/ Company: ENGINEER I?I?C?G?MC ?D ?' E: ? ? ? i??S --------------- ? Name: 5tate: Zip: Phone #• Registration #- Street Address- City; State: Zip: Sewer & water licensed plumber: i hereby acknowledge that I have read this application and state that the information 's drec' nd agree to comply with all applipble State of Minnesota Statutes and City of Eagan Ordinances. / i Signature of Applicant: , Ifi?itlLi ????5 OFFICE USE ONLY BUILDING PERMIT TYPE 0 01 Foundation ? 18 Comm./Ind. Comm./Ind. Misc. 0 20 Public Facility r f er 4 .. _ .r ,.,.^r" ? 21 Miscellaneous WORK TYPE ? 31 New ? 33 Aiterations ? 35 Tenant Finish ? 32 Addition o 34 Repair ? 37 Demolition GENERAL INFORMATION Const. (Actual) Basement sq. ft. MCNVS System (Aliowable) First Floor sq. ft. City Water UBC Occupancy sq. ft. Fire Sprinklered Zoning sq. ft. Census Code 72- e # of 5tories sq. ft. SAC Code Length sq.ft. Census Bidg. Depth Footprint sq. ft. Census Unit D APPROVALS S?9/6rt ?,•.'I E ? Planning Building Engineering Variance Permit Fee Surcharge Plan Review MC/WS SAC City SAC Water Conn. S/W Permit SNV Surcharge Treatment PI. Road Unit Park Ded. Trails Ded. Water Qual. Other Copies Total: Valuation: % SAC SAC Units Meter Size ? Alb and Full-Line Ll .k f, # 234 A ,?x , . ,. D V C) r >•? h .,_; ? D t r+F' .4 ? ? }?? re..: : 6?:•:- ?l..f_?L Q i 1 ? FV LOAD, PAY AND GO! We'll help you load up. Then, just pay at the front register, It's fast and easy! FV CONVENIENT STORE ACCESS! Park In the lumberyard and easily shop the store! F&wj QUALITY SELECTION LIKE NO OTHER! Nobody else carries the vast selection of lumber quality of KNOX! ? DEDICATED, TRAINED SALES STAFF TO SERVE YOU BETTER! r? - FV WE DELIVER AsK 7 DAYS A WEEK! FOR YOU! IABOUTl PROJECT CARr OWNER =?? 10% D/SCOUNT Apply today! Yua'll get a i0X dlscouM toapan r/M your spprored appBcstlon! Not valld wlth oMer allers. Maxlmum pureA?e s1,000. EAGAN Hwy. 35E & Lone Oak Rd. (612) 452-9100 Prcjaei ? Exc/usive/y at our sto e Computerized ecM bui/ding ustoargingm p/ads for , remade/ing , ,., from or the ftmmw;nund up STORE HOURS Mon. thru Fri . .............................7:30-9 Saturday ...................... ..............7:30-6 Su nday ...................................... 9:00-6 ? -? 9 ???-; ? , A Knox Lumber Company Lumber and Building Materials TO : JOE VOELS FROM: MIKE BYERS KNOX LUMBER RE: OPENING AND CLOSING DATE OF GREENHOUSE HOURS OF OPERATION THE GREENHOUSE WILL BE OPEN FROM 7:30 AM TO 9:OOPM MONDAY THRU FRIDAY, 7:30 TO 6:0013M ON SATURDAY AND 9:00 AM TO 6:00 PM ON SUNDAY. HOLIDAY HOURS WOULD BE 7:30AM TO 5:0013M. THE GREENHOUSE WILL BE CONSTRUCTED ON 4/12/96 AND WILL BE TAKEN DOWN APPROXIMATELY ? . T'fle oz- ':?o T ?????` -?- MIKE BYERS LUMBER SALES MANAGER 2905 LEXINGTON AVENUE SOiTPH • EAGAN, MN 55121 •(612) 452-9100 • FAX (612) 452-9183 w ?- CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 PERMIT TYPE: Permit Number: Date Issued: rel?l) l/.Lea ? r?11 BUILDZNG ? 021549 07/29/93 SITE ADDRESS: 2905 IEXINGTON AVE LOT: 1 BIOCK: 1 EA6ANDALE CENTER INDUSTRIAL PARK #10 P.I.N.: 10-22509-010-01 DESCRIPTION: /IND. MISC. 250 32 8,000 ?. ??rC?, 1/??lr? \:JL:?7 vL.???JLI ? -1 (EAST "T" CANOPY) Building,Permit Type COMM Building tJnrk Type NEW ,-jUBC Occupancy\, B-2 Construction Type II-N BuiIding length ` .? , Bui2ding Width ? ? Square Feet ?? ?j ? ?? , • REMARKS: FEE SUMMARY: Base Fee Plan Review Surcharge Total Fee VALUATION $252.00 $163.80 $12.50 $428.30 $25.000 CONTRACTOR: - Applicant - OWNER: HOAG HAYMAN & KOECHEL IMC 29427969 KNOX LUMBER CO 10125 CROSSTOWN CIR 114 2905 LEXINGTON AVE EDEN PRAIRIE MN 55344 EAGAN MN (612) 942-7969 i hereby acknowledge that I have read this application and state that the informaCion is correct and agree to comply with all applicable State of Mn. Statutes and City of Eagan Ordinances. iL APPLICANT/PERMITEE SIGNATURE PERMIT ? &n & I?j 11? ISSUEDB SIG ATURE??- INSPECTION RECORD CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 , SITEADDRESS: LoT: 1 aLocK: 2905 LEXINGTON AVE EAGANDALE CENTER INDUSTRIAL PARK q10 PERMIT SUBTYPE: COMM,/IND. MISC. F L PERMIT TYPE: Permit Number: Date Issued: BUILDING 021549 07/29/93 z APPLICANT: HOAG HAYMAN & KOECHEL INC (612) 442-7969 TYPE OF WORK: NEW DESCRIPTION (EAST "T" CANOPY) eu ? iy ? „?1 i ?,.i??? ? ?i •,ru l Lt Rni?r1?ur? ?10 iL^rz., ?itf1 I 7u,i I,c?.: h 1 rib:lo ' iif)' Udt i tr'J.•1 1 b i'4f" lq -`NN'1 0 Tid-t,1 !_U4t?l?ii•V('t (:E=6? i 1_Fl I bf')fl.. I tJl 1.'.p. Ft 1 10 i U I' I if; (II ;. . ? . O:J ' (';. .1 14 i I 0 '0 l.' r^? x ;4 1't.,.i1.I t e'. r P J ?i niU t ;I tU" ? J F r K[AI, I i rR I c_ itfii t? 4s ? B`W ? tl.U vI I i vr cr?ur?ill •PEP.MIT, aL 1993 BUtLDING PERMIT APPLICATION "411.30 1L? --- 881-4675 ' ------ ? SINGLE 6 MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architectural 5 structural plans, 1 set of specifications, 1 copy of energy calcs. Penalty appties: 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 Site Address: 220S GF1cI?v?7au Ae?C STREET fUITE / Tenant Name: (commercial only) ???? LyA1'ABtR CohAPANY IAT I SIAC& I SOBD.EAca.GTR.2N0.Pk ?110 Y.I.D. 0 Id-ZZS09-O/O-O?. Descri tion of work: a50'x 32' T-X-ANOPY The applicant is: ? Owner ¦ Contractor ? Other cn..«iee> Name Q a Phone Property LA ?N?,?c L ?r FIRC 0 ? Owner pddress ' STREET fTE f , City State ZiP Company ? Phone -79/ 9 /L'e/iJV/LLc Contractor Address 1D/-) <- Cross-touvv License M Exp. Su ? c;ty ?'?lg i (?i-a? state /?`J aJ zip -S'S.3 vv Company Phone Architect/ Engtneer Name Registration # Address City State Zip Sewer 8 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: OFFIGE U5E ONLY : - - BUILDING PERMIT TYPE ? 01 Foundation O 02 SF Dwg. O 03 Sf Addition ? 04 SF Porch 0 05 SF Misc. ? 06 Duplex 13 07 4-Plex ? 08 8-Plex 0 09 12-P1ex ? 10 Mul ti . Add'•1 WORK TYPE 8 31 New O 32 Addition E3 33 Alterations O 34 Repair GENERAL INFORMATION Const. (Actual) S? Allowable) UBC tcupancy 8-2 Zoning # of Stories Length 250, Oepth 32- APPROVALS ? s ,..: ; O 11 Apt./Lodging -O 12 Multi: flisc. O 13 6arage/Accessory ? 14 Fireplace ? 15 Deck ? 35 Tenant Finish O 36 Move Basement sq. ft. lst F1. sq. ft. 2nd F1. sp. ft. Sq. Ft. total Footprint Sq. ft. SDOb On-site well On-site sewage Planning Buildin Engineering Yariance REGIUIRED INSPECTIONS ? Site IM footing ? Framing ? Wallboard 12 Final O Draintile ?z a 1 o` ? Insulation ? fireplace Permit Fee aSa• 0 0 v.w.eim: Surcharge 12.5o Plan Review 163.u0 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. SAC 9G SAC Units g aS?c?av Fn it M T'u Orl¢ Basement Fit?ish Q`I1"Swim Pool ? 18 Comm./Ind. Eg 19 Comm./Ind. Misc. ? 20 Public facility ? 21 Misce7laneous ? 37 Demolish MWLC System City ilater PRV Required Booster Pump Fire Sprinkler Census Code SAC,Code Assessments t r .` . , _ 35E / -- - . ? -? - ?- __,- - -:-, "-- / ? _?- 1 0 J 1 ?I l9 ? 0 ? ? - ? .? °'- j - TO - _k _ T 1V`^ 1 ?, ?f ? \ •. / ? ? H. t / ? ?-%? 6 ?. 9.> `?,??eg? •, 3j? ?/ _ $$ ! ? ?`?? ,? ? - _ _?- .-' y ?1 ? ? . l?je l ?O' (• CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 $ '4 PERMIT PERMIT TYPE: Permit Number: Date Issued: ,c4p- dC BUILD?G 021550 07/29/93 SITE ADDRESS: 2905 LEXINGTON AVE LOT: 1 BLOCK: 1 EAGANDALE CENTER INpUSTRIAL PARK #10 P.I.N.: 10-22509-010-01 DESCRIPTION: r-. (EAST LINF Baildirig-Permit Type ? )Building Work Type 'UBC OccuQancy\., j Construction Type ? Building Length Building Width ' ? Squere Feet j / . ' .1 ?.:r Y ?+-=-? VALUA7ION REMARKS: FEE SUMMARY: Base Fee Plan Review Surcharge Total Fee $207.00 $134.55 $10.00 $351.55 SHED) COMM./INO. MISC. NEW 8-2 II-M 250 16 4,000 U?? $2e,696 CONTRACTOR: - APPlicant - HOA6 HAYMAN & KOECNEL ZNC 29427969 10125 CROSSTOWN CIR 114 EDEN PRAIRIE MN 55344 (612) 942-7969 OWNER: KNOX LUMBER CO 2905 LEXIN6TON AVE EAGAN MN I hereby acknpwledge that I have read this applicetion and state that the information is carrect and ag.ree to comply w3th all applicable State of Mn. Statutes and City of Eagan Ord'anances. L - Z/J!??j?,? // ? ' ?APP CANfi/ MITf?G?TJ`ATURE ISSUED eY: IGN TURE ?R, INSPECTION RECORD CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55123 Date Issued: (612)681-4675 SITEADDRESS: Lor: i BLOCK: 2905 LEXINBTON AVE EAGANDALE CENTER INDU3TRIAL PARK 010 PERMIT SUBTYPE: COMM./IND. MISC. ? L. BUILDING 021550 07/29/93 1 APPLICANT: HOpG HAYMAN & KOECHEL INC (612) 942-7969 TYPE OF WORK: NEW DESCRTPTION (EAST LINE SHED) "dll?.!" , :.?., 11'fT,, lU, i I.l l lilllll:, . rClJ:lfI l i,otl;: i?)Ii I hur. ri :, n?:?:ri:,•,u? , ;n ?I I.i:l I!:l i,' ?.Lt Ahf i11'019 t•il ?? • ,?, ?. ,; ..? • l l ?I Y I 1 1 ? Cn'AWUI :;- r• t'v" llf??:,l r1?r.?Fi? 16^.1(I:1bC41 hUls! .,7: . • t 7f u? r? 1 tllt! 1 Ubl 1+A 1? !% \:,cl \lt s (? :? : r c' f5 F<il l! U1N@ ? J • -i KtRLitrMic _ iffi1?lL?tl vf I i vr ci+vn1V PEttMIT # -=. 1993 BUILDING PERMITAPPUCATION $391.Jg ? 02 1993 681-4675 ?_ - -------- c L SIN6LE R MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architectural 5 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 - Site Address:4 0_S 40lw0au Av4 -5?2v?01/, /:,;/-/I/ - SUITE / STREET 11 Tenant Name: (comnercial only) ?Y\,t? ?, Lld?A8eR CoMPA1JY IAT ( BIAC& 1 SIIBD.EA6.GTR.IN0.P(#jp P.I.D. 0 ICJ-ZZ509-0/O Descri tion of work: 2,60'x 16 ???NFSMED The applicant is: 0 Owner ¦ Contractor ? Other (Deaeriba) Name f? 2 ti GJa Phone Propert y L? ?NOX L ?.- FtRC o ? Owner Address STREET iTE • City State Zip Company Phone ?1y1 -79? 9 /It4Rv NELU??Uc Contractor /D/.? C Cross7vL.v,v License N Exp. Address , SN I+C II City State /--?'> 41 Z i p -3 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 ail applicable State of Ninnesota Statutes and City of Eagan Ordinances. Signature of Appl icant: ? ? OFFICE U5E ONLY :- - • BUILDING PERMIT TYPE 13 01 Faundation fl 02 SF Dwg. O 03 SF Addition 0 04 SF Porch 0 05 SF Misc. 0 06 Duplex ? 07 4-Plex ? 08 S-Ptex ? 09 12-P1ex ? 10 Nulti. Add'-1. WORK TYPE W31 New 0 32 Additian O 33 Alterations O 34 Repair GENERAL INFORMATION Const. (Actual) ?-1) Allowable} ZoniUBCn ?ccupancy ? g 1" of Stories Length ? Oepth APPROVALS Planning Engineering 1 • r. ;.? . _ . ; 0 T4 ax. O 11 Apt./LDdging . ? 16 Qasement Finish E3 12 Mutti. 111sc. 0 'I7 Swim Pool ? 13 6arage/Accessory 0 18 Coma./Ind. ? 14 Fireplace O 19 Comm./Ind. Mist. 13 15 Deck 13 20 Public Facility ? 21 Miscellaneous ? 35 Tenant Finish ? 37 Demolish 0 36 Move Basement sq. ft. MWCL System lst F1. sq. ft. City Water 2nd fl. sq. ft. PRY Required Sq. Ft. total Y000 Booster Pump Footprint Sq. ft. Fire Sprinkler On-site well Census Code z e On-site sewage SAC,Eode I ? Building Variance REOUIRED INSPECTIONS Sf/Er-) ? Site ;Ii footing O Framing O Wallboard 13 Final p Draintile Assessments ? Insulation ? Fireplace Permit Fee ao9, oo v.tu.ctan; Surcharge lo.oo Ptan Review 134.55 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: SAC % SAC Units $ ?OfOOo I - - - - - ?. _ Cities Di2ital Qualitv Control The following image represents the best available image from the original page. Every effort was made to capture the content from the original page. ? CITY OF EAGAN 3830 Pilot Kno6 Road . Eagan, Minnesota 55123 (612) 681-4675 PERMIT ??? PERMIT TYPE: a u. L n 1?v c, Permit Number: 0 2 0 ti 22 Date Issued: 0 4 f m f I` y:? SITE ADDRESS: 2yV?F,L?;XIiVG'fOH RVE Lp1 e 1 BLOCi<a 1 EAGAivfY1SL?CPilTE£? tHDUS1"f2'IAL PflftK i#1+d P.1.PJ,: I0 -P19-N1N-VJ1 DESCRIPTION: 'REMARKS: ?? ?? aF cagan FEE SUMMARY: ?.?ai u;?• i i n?; ??? i i, w+.?<?? ? o,i -7 d / ?3y CONTRACTOR: OWNER: il?;itl, ,.?;r?^,.,,.i , h VEi;HI'_i tj;r: •.? i???_i., ? Kp?n: ? UPIF;FH f 0 ?yt'I-.. r[? il"1"fl?„IH 0 11! l1VF I Gf ?V '>f11 -i I fqP! .,ba,? ?? ; vl??'r4!'? f-IIV ?. i . I I horeby ackncrw3rs4q* thut ;; havu r°ead tttiis ap, licotfan acxCt statO thut thv? infor,maticar7 ig crjx?ro'tt atfe} ra?roj tfk conap3y w;?t:h `okl appl1.oab1Q ytat,e: vf"9trr. x3ta?`ut2s ?amd Cxty saf „bgav Or,dtnance-?< ? w .. " .. . . - . , - ? PLICANT/P .R I EE SIGNAT RE oFrI r:e R F rion, ??i;?,•Sr?4r#?...,??P,`Yi, mi[ i.YPe CDfPiP1,/J:ND. h1ISC. ??bF?-l`d'$tiq. &?7,m?rk T"'YI??' ?1L 7EFATION ,,,_'`? A A f1 n+? 'ISSUED S GNAT E IN5PECTION RECORD CITY OF EAGAN PERMITTYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55123 Date Issued: (612) 681-4675 SITE ADDRESS: APPLICANT: 1sx;TNG"(pPt %'V? HIAC HA7i111t?? hl" i,'llN?lill LI-'`llk(? rP!I'_.II?111 i'f`?k!C N!?7 .1,7 .'i '",.• ? L ? PERMIT SUBTYPE: TYPE OF WORK: ;,, „ -:ir,I rr1 r., L REACTIVATE PERMIT #" ' 7bll -9 CITY OF EAGAN 1993 BUILDING PERMIT APPLICATION 't 681-4675 ' dV a - SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAL 2 sets of architectural 8 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 Yal uati on of work ??/?l) Site Address: ?.UfL_?nr?1?m rl;?e /l?le? lu,?ri? Ca SiAEET SUITE M Tenant Name: (commercial only) 4'?)Cq kkbF'C' ?? - IAT I_ BLOCK __ '6Wj ,?? ?*'D dN P.I.D. k Descri tion of work: ore i'C C- o l= /I The applicant is: ? Owner EIC-o-ntractor O Other (o««;be) Name 6J'DX U M ?`1Q _ Phone Property LAST FIRST Owner Address STREET STE IF City State ? 11 ZiP Company l R? ' n Phone 9y2 790 Contractor Liense # ?Z Exp. Address /dl) (fzDSg aaJ,cJ L`d? X'4jl'iit State ?AJ 2ip City Fa(nu ( company 14 rv1,4xl t}- 0viE1 L Phone 612 yy9 - 910:? ArchitecU Registration # Name -I"(Lt m)aAi Engineer _ Address /L1oi.)AtiJjGA O?ou?Fl)Y+,PD 5u17`4 ? ao? City G )41/ZATrq State mN Zip ?5w 5w r Sewer & water licensed plumber . Processing time for sewer 8 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. 5ignature of Applicant: OFFICE USE ONLY . . BUILDING PERMIT TYPE ? 01 Foundation ? 06 Duplex ? 11 Apt./Lodging _-44*&emeptAish ? 02 SF Dwg. ? 07 4-Plex ? 12 Multi. Misc. O 17 Swim Pool ? 03 SF Additian ? 08 8-Plex ? 13 Garage/Accessory ? 18 Comn./Ind. ? 04 SF Porch ? 09 12-Plex ? 14 fireplace U 19 Comm./Ind. Misc. ? 05 SF Misc. ? 10 Multi. Add'1. ? 15 Deck ? 20 Public facility ? 21 Niscellaneous WORK TYPE ? 31 New 0 33 Alterations ? 35 Tenant Finish ? 37 Demolish ? 32 Addition ? 34 Repair O 36 Move GENERAL INFORMATION Const. (Actual) Basement sq. ft. MWCC System (A1lowable) lst F1. sq. ft. City Water UBC Occupancy S-2 2nd F1. sq. ft. PRY Required Zoning Sq. Ft. total Booster PumP #? of Stories Footprint Sq. ft. fire Sprinkler Length On-site well Census Code Depth On-site sewage SAC Code APPROVALS ?y? c Planning Building Assessments Engineering Variance REGIUIRED IN SPECTIONS REmooet ? Site ? Footing ,R framing ? Insulation ? Waliboard 0'?Final ? Draintile ? Fireplace Permit Fee Surcharge Plan Review License MWCC SAC C1ty SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trails Ded. Copies Other Total: 12?. , 00 Yaluation: J.SO kl. a s II IaL) F-C oNr Ptt-g KrrvK. SAC % SAL Units kEy PGAY4 1991 BUI ING PERMIT APPLICATION CZTY OF EAGAN SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 3 REGISTERED SITE SURVEYS 1 SET OF ENERGY CALCUTATIONS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL REGISTERED SITE SURVEYS - & STRUCTURAL PLANS (CHECK WIT'H BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS _# OF RENTAL UNITS # OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. IAT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALIAWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. YERMIT MUST SHOW A LICENSED PLUMBER. ??' ?/zv??t_. To Se Used For: ?AO? Valuation: Zeqtr?w Date: ?;`'J 'Z 7? Site Address ?9?5'?EX?ni4fvni??6 So OFFICE USE ONLY Lot ? Block J_ FEES Occupancy 13'Z Bldg. Permit Zoning Surcharge 3Sz r Parcel/Sub ??kll?fr? 4i luEttL ^n 'A .Ln ( ?0 Actual Const Plan Review I Allowable SAC, City , / /' Owner C_ v # of stories SAC, MWCC Length Water Conn. Address ?905 /iC?ii? S /DAJ A6 ?a Depth Water Meter L S.F. Total Acct. Deposit City/Zip Code ?ASFI?? 5S/a/ Footprint S.F. S/w Permit S/W Surcharge Phone On site sewage_ Treatment Pl. On site well Road Unit Contractor MWCC System _ Park Ded. City water Trail Ded. Address i d r PRV _ Copies ? Booster Pump City/Zip Code / SIIBTOTAL ?A?E ICFLi.ck'? APPROVALS Penalty Phone Planner _ Lot Change Council TOTAL 93. Sc Arch./Engr. Bldg. Off. Variance Address City/Zip Code ? jNSr.aC-j- CoxT/zAe--acza SRcCS ?=FPicr: Phone # z?? z?O agrees that all work shall be done in accordance with (Signature of Contra all applicable State of Minnesota Statutes and City of Eagan Ordinances. , t I-o L ?v -ld +M TOTRL PA6E.00: ? " ? R 41 1992 BUtLDING PERMIT APPLICATION CITY OF EAGA REQUIREMENTS: zOO l SINGLE FAMILY 2 SETS OF PLANS, 3 REGISTERED SITE SURVEYS, 1 SET ENERGY CALCS. MULTIPLE DWELUNGS 2 SETS OF PLANS, 3 REGISTERED SITE SURVEYS, 1 SEf OF ENERGY CALCS. # OF UNITS RENTAL FOR SALE COMMERCIAL 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS, 1 SET OF ENERGY CALCS. PENALTY APPLIES WHEN TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE DB LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. To Be Used For: PB? I.Xrq Vatuffiion: *2D, O?70 Date: I- 29- 91 Site Address Lot Block I _ Occupancy Bldg Permit Parcel/Sub ? := Zoning Surcharge _ Actual Const Plan Review Owner 'P Allowable License Fee # of stories SAC, City Address Length SAC, MWCC Depth Water Conn. City/Zip S.F. Total Water Meter Footprint S.F. Acct. Deposit Phone - 23 - S/W Permit On-site sewage S/W Surcharge Contractor-MWAC + • On-site well Treatment PI. MWCC System Road Unit Address •? City water Park Ded. PRV Trail Ded. Ciry/Zip A Booster Pump Copies SUBTOTAL Phone ? -4?)'7n:7 ucense APPROVALS Penalry Planner Lot Change Council TOTAL Arch./Engr. BIdg.Off. Varianoe Address ?C City/Zip Code Phone # FEE Se ' r/WaterLi nsedContr. Processingtime for s er/wate permits is two ays once area as en approve . agrees that all work shall be done in accordance with ture o rmi ee all applicable State of Minnesota Statutes and Ciry of Eagan Ordinances. *v 1988 BUILDING PERMIT APPLICATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS ? INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY C9LCULATIONS ? NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL HE ALLOWED ONCE BUILDING PERMIT IS ISSUED. MULTIPLE DWELLINGS RENTAL ONITS FOR SALE t1NITS !k OF UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT.9 1 SET OF ENERGY CALCULATIONS CONIIMERCIAL INCLUDE 2 SETS OF ARCHZTECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS FUI.tND,4T10N PLPmi'T o " Mt'&I?„ l.(}M? " _?o ?eM?T To He Used For: ?', ?W(?Q,?; Valuation: ???Qsi Date• 5 r?J/ b? nCnr -1.,,...i;_. n..... Site Address Lot ? Block I Parcel/Sub t?ubH Owner &TAst Address 1*0 µhlN City/Zip Code r,,jNN670t&J GIT?, M Phone (0(0G1 Contractor Assess rlanner Address %S 90• tjT% Council .1 Bldg.. Off. City/Zip Code Mwir 5r'j?0i_} Variance Phone J72 ? 1'Lg?, Arch./Engr. TiWMp,1,1 MAW6?L?..A?R,LiF ??j Address City/Zip Code , PhOne ll _ S4 -Q7-1 *7 \\ Cwlt ?or r¢r.,1;'t ONLY On site sewage_ Occupancy 8'2 MWCC system Zoning On site well Actual Const City water _ Allowable PRV required 11 of stories Booster Pump _ Length Depth S.F. Total ?1^040(O Footprint S.F. APPROVALS FEES Permit Surcharge Plan Review E' MIS/27 SAC, City SAC, MWCC Water Conn Water Meter Road Unit Treatment P1 Parks Copies TOTAL 70,50 g0,51) rv t,l N`DA 1 koN?-?-?/yl 17" g* T?NU)C LtAM$t ? ? i . • ? 1988 BUILDING PERMIT APPLICATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS IM5 Z5 I INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEYo 1 SET OF ENERGY CALCULATIONS NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WI[.L 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.s 1 SET OF ENERGY CALCULATIONS COIOIERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS kNVx LuMU? ?Ea ML S? -? Waret,ouse ???6f? 000 To Be Used For: A Valuation: °?'??_ Date: FJ ? - ?-F - Site Address Lot ? Block ? On site sewage_ MWCC system ? 1,4 Parcel/Sub On site well City water Owner ngaoM CA6 AWArM I?' PRV required _ T Booster Pump _ Address *1W µA{N City/Zip Code IWWe-Abj G1T'C. M0. ?O41141-044o(e Phone 0ip"s" + ?40Gq I APPROVALS Contractor Assess rlauuca- Address ftS go 171* 4T• Couneil .1 ..,? Bldg. Off. City/Zip Code 1??+ µN+ Variance Phone Areh./Engr. Address (40 M" Asi ki City/Zip Code 0?1j?L4), YNIJ . 6542'1 Phone Ik 571 ?q-717 Oceupaney Zoning Actual Const Allowable U of stories Length Depth S.F. 'fotal Footprint S.F , FEES Permit Surcharge Plan Review SAC, City SAC, MWCC Water Conn Water Meter Road Unit Treatment P1 Parks Copies TOTAI. 4i8i0` '7!0 ' ?-U05 I17 Dc) 50 g g- 3y?g 202 3Y,' WpAEHDUSf $U l LD INb $-z - _ ?-ry sPR1Nk 20I' 2?- q V -2- 263 kNDX V ALV,AT1oN L / 6? / O p p? ---__-_.-. • / t3LDG. PERM?T IsT IDOO M = 3? ZM M?C Z. ZS - ?4= ?f$lo SURC H AR(? ?ST (oDOlx\ _ 66?000 x,pooyz zb4 V7 (ow P"IN 'RtVIEv 4YI0 XS?? = Z wO5' G1-t y ShC-- (I7 uNrC:?\ ) oD x I -? = (-) o0 mc-c Rz?, S A". SS'D X 1I - q 350 RoAb UN, ,-s I D, x?9'75- 9848 TREq7ME-ds( RAN i Zc->y ?`)7 _ 3Y6f( t,R RK y 3qqs6 x, 04 (. - 20 z3? e ? KNOX L,UM$EtZ . , OccuPRN?? G?e?«? \R E? T- -VRS l3-Z y6x 98= 3yZo Z3zX i 9 Z= yvs4N ,. J188'76 MI??, L> X I?.33 s I Z 2?f 1833X91z= 8?1 s.c7 X y-S = 2? " 9?2x567=2 58 K go = 23L? SZ6J`Il-OT ?? 7ou5c' 3- z 201.33 X 121,33 = Zy?l2'7. 1 gzo G 'S'1 "7 10 - I HcRGs -A LI351,o = 4 39 9 56 ?.OI ?vJ?AE?C C2?34'1 +5?65? : y35R56 = lg ? TYK, OF c?N_S7'fZI.ICTIa 4c7uAL?: TvPt Z-N SPQ?rN,eVQ ,?--- p? _ 8AS?C 0,4 sPa??K? IZoao ? Z fla ? -- 2??aao x 3 ?'L,oDD k L LOVJk'RutIF: RETAIL S-r0i4e WaR.'EHbuSc o pa / L I 61 EAG,?N-CIALE CEN,E-R VN'DUSTRtAL PARK # IC Fs xruQGS Rer?? Aa - 4 -1 1= ?-?3 ware haus? _ __ _I tVo GI _ Xi r)N G- -r a,tSLFr a'3 A - - - -- --- 5? G S?I .-' ?aD ? I r15S o cc „? pa.ris - -? 63 y r/ _ .4 j00= 53 - _ _ '? ? Fcp+. .?!+?rt y? ?b•?F? - - -- - ? . ?l CxITs OF MINNESOTA STATE BUILDING CODE DIVISION EXTERIOR ENVELOPE CALCULATIONS OWNER: KNOX LUMBER COMPANY SITE ADDRESS: LEXINGTON AVE. SOUTH AND LONE OAK ROAD EAGAN, MINNESOTA PREPARED BY: TRUMAN HOWELL ARCHITECTS, INC. MINNEAPOLIS, MINNESOTA DATE: APRIL 26, 1987 Determine working square footage of each. 1. Total exposed wall area of 22488 sq.ft. x.22 = 4947 2. Total exposed roof area of 49184 sq.ft. x.05 = 2459 Total exposed wall area above floor = 22488 a. 12" insulated precast concrete wall panel.... 20098 b. 6" insulated steel stud wa11 ..................1096 c. 1" insulated glass windows..................... 634 d. 1/4" glass entrance doors & sidelites.......... 402 e. insulated hollow metal doors ...................143 f. insulated metal overhead doors .................343 Determine "U" value of each wall segment. a. 20098 x "U" .07 = 1407 b. 1098 x "U" .05 = 55 C. 634 x "U" .35 = 222 d. 402 x "U" .57 = 229 e. 143 X "U" .33 = 47 f. 343 x "U" .14 = 48 3 ..............TOTAL = 2008 IF ITEM #3 IS THE SAME AS, OR LESS THAN ITEM #1, YOU HAVE MET THE INTENT OF SBC 6006 (c)2. Total exposed roof/ceiling area = 49184 g. insulated soffit ............................ ..360 h. insulated roof/ceiling .......................48824 Determine "U" value for each roof-soffit segment. g. 360 x "U" .05 = 18 h. 48824 x "U" .04 = 1953 4 . .............TOTAL = 1971 IF TOTAL OF #4 IS THE SAME AS, OR LESS THAN #2. YOU HAVE MET THE IN'I'ENT OF SBC 6006 (c) 1. KNOX LUMBER COMPANY EAGAN, MINNESO?'A EXTERIOR ENVELOPE "U" COMPUTATION (CON'i'INUED) APRIL 26, 1988 WALL AND ROOF COMPONENTS a. 12" insulated concrete wall panel with 2 1/2" riqid insulation .................. 13.22 interior and exterior air films ............... .85 R = 14.07 U = .07 b. 6 batt insulation (908) ....................... 17.00 steel stud framing (108) ...................... .00 3/4" cedar sidina ............................. .94 3/4" plywood sheathing ........................ .93 5/$" 9YPsum board............................. .53 interior and exterior airfilms ............... .85 R= 20.25 U = .05 c. aluminum windoWs w/ 1" insulating bronze glass 2.04 interior and exterior air films ............... .85 R = 2.89 U = .35 d. aluminum entrance doors and sidelites w/ 1/4" bronze glass............................. .91 interior and exterior air films ............... .85 R = 1.76 U = .57 e. insulated hollow metal doors .................. 2.20 interior and exterior air films ............... .85 R = 3.05 U = .33 f. insulated over head doors..................... 6.10 interior and exterior air films ............... .85 R = 6.95 U = .14 g. insulated soffits (same construction as item b) R = 20.25 u = .05 h. EPDM membrane ........................ .00 00 3 1/2" rigid insulation ....................... 23.00 steel deck ................................... .00 interior and exterior air films ............... .78 R = 23.78 U = .04 END OF COMPUmATION To Oatee; C) Time C-9 -a t Vy?i1?LE YOU WERE OUT, M`T1o cp r l nA n zru<<-- of Phone Area Catle Nu er Extension " RETURNED YOUR CALL Message o r Ja is 1-7 ? ?C / J ? , e'li s Opera TELEPHONED 1 ,4 PLEASE CALL CALLEDTOSEEYO WILICALLAGAIN WANTS TO SEE YOD URGENT 23-000-5 GENERA4 OFFICE PRODUCTS 612 AMP 57255 COMPANY 925-7500 Inc. Materials PAVLESS CASHWAYS FURROW LUMBERJALK HUGHM WOODS SOMERVILLE LUMeER KNOX LI/MBER Suly 6, 1988 Mr. Joe Merchak City of Eagan P.O. Box 21199 Eagan, MN 55121 RE: Knox Lumber Company Eagan, MN #234 Building Permit Comments Dear Mr. Merchak: We received your letter of June 21, 1988, in which voL: listed comments on our building plans. Our resronse is as follows: ITEPd 1. Janitor room door 115 will be cl:anged to swinq in. ITEM 2. Seminar room door 112 will be changed to swing out. ITEM 3. We will provide required panic hardware. ITEM 4. We will provide the required exit signage. ITEM 5. Doors 112B and 116 will be 20 minute, gasketed doors. The corridor walls are already one hour and door 115 is 3/4 hour. ITEM 6. We have complied with the required exit width. Calcu- lations are attached. ITEM 7. The Knox people will put up the required handicap signs prior to substantial comoletion. Thank you for your help with our project. We are looking forward to working with you during our construction. Sincerely, 0,0,? Barry K ore, P.E. Project Manager cc: Wayne Bradley Truman Howell Joe Kelty Rick Stordahl Dan Webster TWO PERSHING SQUARE • P.O. BOX 419466 • KANSAS CITY, MO 64141-0466 •(816) 234-6000 , lw EAGAN. MINNESOTA Exit Calculations Exits Required• First Floor Second Floor 48,464 square feet 1,260 square feet Occupant load first floor = 48464 * 30 = 1615.5 Occupant load second floor = 1260 t 100 = 12.6 Total Occupants = 1628 Exits Required = 1628 - 50 = 33 feet Exits Provided• Doors 100 A & D(double emergency break-out) 6' Doors 100 B & C(double emergency break-out) 6' Doors 105 A & B(double emergency break-out) 6' Door 106 A 31'8" Door 106 C 3'-81, Door 106 D 31-8" Door 106 F (single emergency break-out) 31-8" Door 106 E (single emergency break-out) 31-8" Door 111 A 3 '-8" Total Exits Provided = 38 feet sdg:chrt/eagan ? ? KNOX LUMBER C0. EAGAN AUTOMATIC ENTRAIvCE DOORS 870119 Operator: Provide operators which will open and close doors and ? maintain them in fully closed position when subjected to the ? following wind velocities or equivalent inward differential pressures: 20 MPE. ? QUALITY ASSURANCE: BHMA Standard: Provide automatic entrance doors complying with ? applicable requirements of ANSI A156.10 (BHMA 1601), Power Operated Pedestrian Door Standard. ? UL Standard: Provide powered door operators complying with UL• 325, Electric Door, Drapery, Gate, Louver and window Operatoxs ? and Systems. Emergency Exit Doors: Provide automatic entrance doors complying with requirements of authorities having jurisdiction for doors ? serving as required components in the means of egress, as certified by the manufacturer for application indicated. Manufacturer's Qualifications: Provide units produced by a firm ? with not less than 5 years successful experience in the fabcication of automatic entrance doors of type required for this project. ? Installer's Qualifications: Engage an Installer who is an authorized representative of the automatic entrance door ? manufacturer for both installation and maintenance of type of units required for this project. Drawings: Plans, elevations and details indicate spacings of ? members as well as profile and similar dimensional requirements of automatic entrance doors. Minor deviations will be accepted in order to utilize manufacturer's standard products when, in ? Architect's sole judgment, such deviations do not materially detract from design concept or intended performances. Drawings are based on one manufacturer's standard automatic ? entrance doors. Another standard system of a similar and equivalent natuxe will be acceptable when differences do not materially detract from design concept or intended performances, ? as judged solely by Architect. SUBMITTALS: Product Data: Submit manufacturer's product data and standard details for automatic entrance doors, including fabrication, finishing, hardware, operators, accessories and other components of the work. Include roughing-in diagrams, wiring diagrams, parts lists, and maintenance instructions, as well as certified test data. MARCH 25t 1988 AUTOMATIC ENTRANCE DOORS 08460 - 2 St70R LUt4GER C0. EAGAN FINISHED EAP.DY7ARE 870119 Fire-Rated Openings: Provide hardware for fire-rated oper.ingr ir compliance with NFPA Standard P:o. 80 and local buildir:g code requirements. Provide only hardware which has been tested and listec b1 IIL or FM for types and sizes of doors required and ccmplies with reouirements of door and door frame labels. :7here emer9ency exit devices are reuuired on fire-rated doors (witr supplementary markine on doors) UL or FPi labels indicat:nc "Fire Door to be Equipped iaith Fire Exit Hardware") provice L'L or FFi label on exit devices indicating "Fire Exit Hardwzre". SUB:iITTALS : Product Data: Submit Manufacturer's product 8ata for each item of hardware in accordance with Division-1 section "Submittels". Include rrhatever information may a be necessary to show compliance with requirements, and include instructions for ir.stallation and maintenance of operatinq parts and finish. Hardware Schedule: Submit finel hardware schedcle in manner indicated below. Coordinate hardware with doors, frames and related woxk to ensure proper size, thickness, hand, fur.ction ar.d fir.ish of hardware. Final Hardurare Schedule Content: Eased on finish hardtaare indicated, organize hardware schedule into "hardware croups" indicating complete desic,naticns of every item reauired for each door or opening. Include the follouinc information: Type, stile, function, size and fini-sh of each hardware item. P7ame and l4anufacturer of each item. Fastenings and other pertinent ir.formation. Location of hardware set cross-referenced to indications on Dratoings. Explznaticn of 211 abbreviatiens, symbols, codes, etc. contair,ed in schedule. t4our.tir.g locations for hardtaare. Door and frame sizes and materials. Keying information. Finishes of each item. Submittal Sequence: Submit initial draft of schedule along with essential product data in order to facilitate the fabrication of other wozk (e.g., hollow metal frame) which is critical in the project construction schedule. Submit final draft of schedule after samples, product data, coordinaticn with shep drawings of other work, delivery schedules, and similar information has been completed and accepted. Keying Schedule: clearly hoV? the been fulfilled. Submit separate detailed schedule indicatinq Owner's final instructions on keying of locks has MARCI3 25, 1988 Finish Hardware 08710 - 2 June 28, 1988 Metropolitan Waste Control Commission Mears Park Cenve, 230 East Fifrh Street, St. Paul, Minnesota 55101 612 222-8423 Mr. Joe Merchak Construction Analyst = City of Eagan 3830 Pilot Knob Road I Eagan, MN 55122 ! Dear Mr. Merchak: This letter is to inform you that the Metropolitan Waste Control Ccmmission has made a SAC determination for the Knox Lumber Company , to be located within the City of Eagan. ? It has been determined that 17 SAC Units should be assigned to this building. This determination was made as follows: - SAC Units Charges: Retail ! 43320 Sq. ft. @ 3000 sq. ft./SAC Unit 14.44 ? Office ' 962 sq. ft. @ 2400 sq. ft./SAC Unit 0.40 Warehouse 3364 sq. ft. @ 7000 sq. ft./SAC Unit 0.48 Yard Storage Building j 17640 sq. ft. @ 15000 sq. ft./SAC Unit 1.18 i , Total Charge: 16.50 or 17 If you have any questions, please call. - Sincerely, e, a-6?3? R. A. Odde Municipal Services Manager , RAO:RWJ I cc: S. Selby, MWCC W. K. Johnson, MWCC Mike, Truman Howell Architects 50years 1938-1988 OF 3830 PIlOT KNOB ROAD, PO. BOX 21799 EAGAN, MINNESOTA 55721 PNONE, (612) 454-8100 June 21, 1988 BARRY K MOORE, PROJECT MANAGER PAYLESS CASHWAYS, INC P O BOX 419466 KANSAS CITY, MO 64141-0466 Re: Knox Lumber Company Lot 1, Block 1, Eagandale Center industrial Park #10 Dear Mr. Moore: VIC ELLISON Mayor THOMAS EG4N DAVID K GUSTAFSON PAMEtA McCRFA nieoooae wncrnea Councu nnerrioers n+onnAs HeoGes Ciry ? EUGENE VAN OVERBEKE GN Cle,k The construction drawings and specifications submitted for the above mentioned project have been reviewed for code compliance. The comments listed below refer to documents that make up the Minnesota State Building Code and the 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 deficiencies. 1. Maintain required unobstructed width of corridor (e.g., the door to room 115 does not comply). UBC 3305 (d) 2. Door "B" of room 112 must swing in the direction of exit. UBC 3304 (b) 3. Exit doors serving room 112 shall be provided with panic :iardware (doors "A", "B", and exit doors to exterior . immediately adjacent to room 112). UBC 3318 (a) 4. Exit signs are required at doors "A" and "B" of room 112. UBC 3314 (a) . 5. Corridor 111 shall be of one-hour, fire-resistive construction with gasketed self-closing fire doors. UBC 3305 6. Comply with total required width of exits. (Please submit substantiating calculations.) UBC 3303 (b) 7. Signs are required at handicap automobile parking spaces. SS 169.346 Sincerely, ,? d Merchak Construction Analyst JM/mc ? THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNITY ? , r ...- r-., s'?_ . . .. .. : . ? . - . ..-.. _ .... _. ' ? . _a. ??..?... :_ .e.?.t.. ?n.-??.v...?'A...wvAY-?tic'?..4 i+F..... ....-. Payless Cashways, Inc. Lumber and Building Materials PAVLESS CASH WAYS FURROW LUMBEPJACK HUGHM.WOODS SOMERVILLE LUMBEIi KNOXLUMeER June 20, 1988 Mr. Bill Merchak Building Inspections City of Eagan 3830 Pilot Knob Road Eagan; MN 55122 RE: Knox Lumber Company Eagan, Minnesota #990-80 Engineers of Record Dear Mr. Merchak: This is to notify you that we will be adding another engineer of record for the above rate project. That person will be an employee of Payless Cashways, Barry K. Moore, Minnesota P.E. #0190567, and he will be responsible for stamping any changes to the construction documents. Three changes will be done on sketches generated by Payless Cashways, Inc., so as not to alter any documents or plans prepared by the original engineers or architects. I have spoken with Mr. Lowell Torseth of the Minnesota Board of AELSLA and he has no problem with either the ethics or legality o£ this addition. Thank you £or your continuing support of your project. Sincerely, BarrY K. l'QAbre,` P Project Manager BKM/sdg:f620 cc: Tim Howell, Truman Howell Architect Gregory J. Dues, Clark Engineering Thomas Schoenecker TAC Engineering Phillip Anderson, TAC Engineering Lowell Torseth, Minnesota Board of AELSLA Marc Steadman, PCI, Oirector Facility Design Wayne Bradley, Kraus-Anderson Gene Ernst, Ernst Associates TWO PERSHING SQUARE • P.O. BOX 419466 0 KANSAS CITY, MO 64141-0466 •(816) 234-6000 Inc. Materials PAYLE55 CASHWAYS FURROW LUMBERJACK MUGH M.WOOOS SOMERVILLE LUMBER KNOXLUMBER June 13, 1988 Kraus-Anderson Construction Co. 525 South 8th Street Minneapolis, MN 55404 ATTN: Mr. Wayne Bradley RE: Knox Lumber Company - Eagan, Minnesota #990-80 Project Administration Dear Wayne: This is to advise you that because of a purely business decision at Payless Cashways, Inc., Truman Howell Architects will no longer be involved with the Knox Lumber project in Eagan, Minnesota. This is not intended, in any way, to re£lect badly on Mr. Howell or his personnel. In fact, they've done a marvelous job keeping this project on schedule. I think most of the people who have been invoived would agree this has been a difficult and most complicated project to put together. As o£ this date, please direct all correspondence to either Joe Kelty as project administrator br to me as project manager. I will be contacting you soon to arrange a construction site meeting to introduce you to Mr. Kelty and to discuss methods for expeditiously handling matters relating to project at3ministration. Sincerely, Barry 4. Moore, P.E. Project Manager BKM/sdg:d613 cc: Marc Anderson, Opus Mike Foertsch, City of Eagan Tim Howell, Truman Howell Architects Joe Kelty, PCI Jim Merchak; City of Eagan Bud Osmunds n, OSM & Associates Jim Sturm, City of Eagan Jack Walsh, Knox Lumber TWO PERSHING SQUARE • P.O. BOX 419466 • KANSAS CIT'Y, MO 64141-0466 •(816) 234-6000 oF 3830 PILOT KNOB ROAD. P.O. BOX 21199 V1C ELLISON EAGAN. MINNESOiA 55121 KAOM PHONE: (612) 454-8100 THOMpS [GqN 0.4ViD K. GUSTAFSON PAMEtA McCRFA 1HEODORE WACHIER May 31, 1988 CouncllMemben TMoMws HEOCEs Cityremnis+mtor EUGENE VAN OVERBEKE CHy Clenc MR BOB WORTHINGTON OPUS CORPORATION 800 OPUS CTR 9900 BREN RD E PO BOX 150 MPLS MN 55440 Re: Lot 1, Block 1, Eagandale Center Industrial Park lOth Addition Building Permit Issuance Authorization Dear Bob: Recently, you requested written confirmation of the Council authorization to issue a footings and foundation permit for the Knox Lumber facility located on the above-referenced proposed lot. Let this letter serve as formal confirmation that on Monday, May 16, 1988, the City Council formally authorized the issuance of a footings and foundation permit for Lot 1, Block 1, Eagandale Center Zndustrial Park lOth Addition tor the proposed Knox Lumber facility as verified by a copy of the minutes of that meeting enclosed herein. If any additional information would be helpful, please let me know so that I can respond promptly. Sincere , omas A. Colbert, P.E. Director of Public Works TAC/jj ec: Doug Reid, Chief Building Official Enclosure THE LONE OAK TREE. ..THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIIV .r 296-7523 1200 WARNER RD., ST. PAUL. PiN. 55106 Mey 25. 1988 Opus Corporation Mr. Robert Worthingian 9900 Bren Roud East P.O. Box 150 Minneapolis. Minnesata 55440 Dear Mr. Worthington: Q2M7 RE: PERMIT 088-6058, EAGAI3DALE CENTEA lOTft ADDITION, #19-123W SECTION 3, TOWNSHIP 27 Id0RTf1, RANGE 23 WEST Attached ie Permit 088-6058 authorizing the placement of fill over 2,304 square feet af wetland 019-123W in order to effectuate use of Lot 2. However, the permit also requires the excavation of a eimilarly sized area from the adjacent stormLrater, pond (DP 12A) . The excavation should be shallov (mar.imum depth of 2-feet) and done concurrently with the placement of fill. Also, please note the Special Provieions regarding eras3on control measures. Theae requirements are not intended to supersede any recommendations from the City of Eagan or the Dakota County Soil and Water Conservation Dietrict. In addition, at tbe request of the City's consulting engineer, the stormwater outfall facilities for thie sice are also authorized per the detailed plans which have been submitted. Please contact Area Hydrologist Mike Mueller at 296-7523 ahould you have any questions. Sincerely, ?L Tom P. Lutgen Acting Regional Hydrologist METRO REGION DIVISION OF WATERS MM68:lkr cc: USCOE Dakota County SWCD M. Foertsch, City of Eagan B. Gilbertson, AFM J. Parker, AWM S. Fecht, St. Paul Waters Wetland file 419-123W, Metro amft-0 MAY 2 6*98a ,4P-G1733-01 p R OT E CT E D W A T E R S P.A. NumDer (INNESOTA $f5-6058 nment v! i, )-?Naiurai R Deoa esources Division of !1 aters p E R t T ?v \ LJ7L\.J/ Pursuant :o N.inneso:a Sta;utes, ChaCter ICS, and on :he b'??rrr' '?-rrzt ents ar.d :nfcrmation coriz:nec :n ;ne oermit applicat:on, letters, maps and Dlans submitted by [ne acGlicant and others supoc^tinq data, ail :` .^:='are made a oart hereof by reierence, PERMISSIOX IS HEREBY GAANTED to the applicant named belov to change the course, current, or cross secuon or cne 1 u,.-..?. County Protected Ilater Unnamed Wetland #19-123W Dakota Telephone Muober (include Area Code) Nane of 0.pplicaot I 612/936-4419 Opus Corporation, Mr. Robert Worthington Address (No. G Street, RFD, Box No., City, State, Zip Code) 9900 Sren Road East., P.O. Box LSD, Minneapolis, Minnesota 55440 autho-ized toc place clean earthen fill over 2,304 square feet of Wetland #19-123W concurrently with the excavation of 4,096 square feet of material from the bed of the adjacent stormwatez area (DP-12A) as shown on revised grading plans dated May 17, 1988 and as further provided in Speciai Provisions to install a and maintain erosion controi measures during construction, and to construct a 36" RCP stormwater outfall as shown on sheets 13/14 and 14/14 City Project i1539. Expiration Date of Permit ?urqose af Peroit: I ?Slope Development/Protection ? May 30 1989 Property Descrih?e.?a?:part of the SE} SE} Section 3, T27N, R23W County ?including Outlot 3&4 and Lot 2 Ezgandale Center Ind Park Dakota As Indicated: (8) As Indicated: (11) Does not apply Ordinary High Water Level Elev. 868.4' This permit is granted subject to the folloving GENERAL and SPELIAL PROYISIONS: GENERAL PfiOVISIDHS 1. This oermit is permissive only and shall not release the permittee from any liability or o6ligation imoose^ by Minneso;a Statutes, Federal Lau or local ordir.ances relzting thereto and shall remain in *orce subject co al. conditions and limitations now or hereaf:er imposed by lau. 2. Th•.s oerm:t is not assianable exceDt with the uri:ten consent of the Conrt•:ssioner o` Natural Resources. , 3. Thz Regional Hydrolcaist shall be notified at least five Eays in advance of the commencement of tne uork authoriz=a nereunder and shall 6e noti*ied of its completion vithin *ive days therea`.er. ihe notice oi permi: is>.e- by the Commissioner shall be kept securely posted in a consDicuous place at the site of operacions. 4. No change shall be made, uithout written permission previously obtained from the Gommissioner of kacurai nesourc:;, in the oim_nsions, capa:ity or location oi any items of uork authorized hereunder. 5. The pernittee shall grant access to the site zt all reasonable times during and after conscruc:ion to auShor;zed representatives of the Lommissioner of Natural Aesources for inspec2ion of the work authorized her>under. 6. This Permit may 6e terminated by the Lomnissioner of Natural Resources at any time he deems it necessary 'or the canservation of uater resources of the state, or in the interest of public health and welTare, or *or v:o: of any of the provisions of this permit, unless otheruise provided in the Special Provisions. 1. Construction work authorixed under this permit shall be completed on or 6efore dzte sp^cified ahove. Upen wri:.en request Yo the Commissioner by the Permittee, stating the reason therefore, an extension of tirae may be obtair.e7. 8. ihe e%cavation of soil authorized herein shall not be cons[rued to include the removal of oreani: mztter (zs indica2ed above) unless the area fron which such organic matter is removed. :s impervious, or :s seale" ny the application of bentonite after excavation. 9. In all cases uhere the doing by the permittee of anything authorized by this oermit shall involve the taking, using, or damaging of any property riohts or interests of any other person or persons, or of any publicly ow.^.°= lands or improvements thereon or interests therein, the permittee, before proceeding ther?wich, shall ='-`.Z=^ the written wnsent of al] persons, agencies, or authorities concerned, and shall acouire all pro0erty, rights and interests necessary therefore. FED MAY 2 6198e 10. This Dermit is vermissive only. No liability shall be imposed upon or incurred by !he Stzte oF Y',innesota 'o? any of its officers, ageqnts or employees, officiaily er oersonally, on accoun: cf ,ne qranting nereof o^ on accoun. ot zny damaoe to\an'y oe^son cr"•p'r,oD?r, ty resulting from zny zct or ort?ission of the permittee or anv of i[s aeents, employees, 'or contractors.relzt'ina to any matter h-ereunder. This permit shall not be construec a=_ es:cpoing or lim:!ing anv legal clains or" right of action o` any person other than the stzte agxinst tne perrti`.t=e, its aaents, emoloyees, or rontractors, for any damage or injury resulting from any such act er omission, or as estopping or limitinc any leaal claim or rioht of action of the state aoainst the permittee, its aaents, eR,ploy_es, or contractors *or violation of or failure to compiy uith the permit or applicable provisions of 12F. 11. No material excavated by au:hor.ty o` this permit nor material from any ether source, except as specified herein, shall be placed on any portion or" the bed oi said vaters uhich lies below (as indicated above). 12. kny extension of the surface of said uaters resulting from work authorized by this permit shall become protected waters and left open and uno6strutted for use by the public. 13. This oermit does net obviate any requirenent for federa] assent from the U.S. Corps of Engineers, 1135 U.S. Post Office and Custom House, St. Paul, Minnesota 55101. SPECIAL PROYISIDNS 14. The permittee shall comply with all rules, regulations, requirements, or standards of the Minnesota Pollution Control Agency and other applicable federal, state, or local agencies. 15. Permittee shall ensure that the contractor has received and thoroughly understands all conditions of this permit. 16. Prior to comznencing any filling, a floating silt curtain shall be installed along the southern property line of Block 1, Lot 2 Eagandale Center lOth Addition. The curtain must extend fully to the bottom of the wetland and must be maintained in a functional manner until stabilization of the fill is complete. Stabilization shall be considered complete when all exposed soils within 100-feet of the wetland have been mulched and seeded or sodded. This provision shall not obviate the erosion control recommendations of the Dakota County Soil and Water Conservation District. 17. The excavated area of the stormwater shall not have a depth greater than 2-feet. A11 materials excavated sha11 be disposed of outside the wetland in a suitable upland area. 18. Inlet filters must be provided for all catch basins and stormwater inlets and maintained until hard surfacing has been completed and all disturbed areas have been revegetzted. cc: USCOE Dakota County SWCD City of Eagan B. Gilbertson, AFM J. Parker, AWM S. Fecht, St. Paul katers Unnamed Wetland file 19-123W Authorized Signature Title Date Thomas P. Lutgen ??/????1? Acting Regional Hydrologis ??S -?? MEMO T0: JAY BERTHE - POLICE DEPT. ED KIRSCHT, SR. ENGINEERING TECH. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PUHLI WORK?jij_ JIM STURM, PLANNING DEPT. r` ?.?? JON HOHENSTEIN, ADMINISTRATION ? BILL AKINS, ELECTRZCAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: MAy -(l I988 1he preliminary plans for are in our construction section for your review and commen Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return form to Joe within five (5) days will be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. 1Yiank-you. /JS A ME;10 T0: JAY BERTHE - POLICE DEPT. ED KIRSCHT, SR. ENGINEERING TECH. CRAZG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PUBLIC WORKS .TIM STURM, PLANNING DEPT. .JON HOHENSTEIN,"ADMINISTRATZON BILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, CHIEF BUILDING OFFICIAL DATE: M A y 4 1 iq SH The preliminary construction v_ plans t'or K N O X L- U M L-?jU-_ I,? are in our plan review section for your review and commen Please return this form to Joe Merchak with your initialed comments and the date of review. Failure to return Porm to Joe within five (5) days xill be considered your approval. If you have any objections to approval of these plans, it is your responsibility to notify this department and resolve any problems. . Thank-you. /JS '? r MEKO T0: JAY BERTHE - POLICE DEPT. ED KIRSCHT, SR. ENGZNEERING TECH. CRAIG KNUDSEN, ENGINEERING TECH. TOM COLBERT, DIRECTOR OF PUBLIC WORKS JIM STURM, PLANNING DEPT. JON HOHENSTEIN, ADMINISTRATION HILL AKINS, ELECTRICAL INSPECTOR JOE CONNOLLY, WATER DEPT. FROM: DOUG REID, CHIEF BUILDING OEFICIAL DATE: MAy 141 IC188 1he preliminary plans for FN C,)X L- V are in our plan review sec construction rev3ew and comments. Please return this form to Joe Merehak with your initialed comments and the date of review. Failure to return form to Joe within five (5) days will be considered your approval. IP you have any objections to approval oP these plans, 1t is your responsibility to notify this department aad resolve any problems. 1Yiank-you. ? a/? G'?r? /?/zF ?'?F/'/z- ? '?`"?,? /JS CITY OF EAGAN L? B? n? ? n?MECHANICAL PERMIT RECEIPT #A? ?? SUBD. ??lil. ul? /D (612) 681-4675 DATE RESIDENI7AL PLEASE COMPLEI'E UPPER PORTION ONLY FOR SINGLE FAMILY DR'ELLINGS. ALSO, COMPLEI'E FOR TOR'NHOMES/CONDOS WFIEN SEPARATE PERMITS ARE REQUIRED FOR EACH DR'ELLING UNTI'. OWNER: FEES STfE ADDRFSS: ADD ON/REMODEL (E7IISTING CONSTRUCI'ION ONLY) $ 15.00 HVAC: 0-100 M BTU 24.00 INSTALLER: ADDTCIONAL 50 M BTU 6.00 hDDRESS: unS iiti C"i.c"7'S - MuviM-iJivi i @ $3 Fr?. CI1'Y: ZIP: SURCAARGE: $ .50 SIGNATURE: TOTAL: a COMMERCIAL PLEASE COMPLETE TfIIS PORTION FOR ALL COMMERCIAIJINDUSTRIAL BUILDINGS. ALSO COMPLEfE FOR APARTMENT BUILDINGS OR OTfiER MULTI-FAMILY BUILDINGS R'HEN SEPARATE PERMTfS ARE NOT REQUIRED FOR EACH DWELLING UNTI'. R'ORK DESCRIPTION: =ivStCe.l f i+-? Ww2. As2w 3 TonJ c?.?r??e.? ?oO?TO?,J.Q + o' ? CONTRACI' PRICE: 2?Q 0, OC) 1% OF CONTRACI' FEE. FEES 7??lJ ? v^? , ? M`" ? ' ? 'Th2 rD?/L"?•rt>/'K {or 'rn.? ?cist?ric, ?ive. ?? cozrrre.+? ?'oo{tc? r_l?r.vi? STATE SURCHARGE IS $.50 FOR EACH $1,000 OF PERMIT FEE. $ SC? PROCESSED PIPING -$25.00 MINIMUM FEE - $25.00 S OWNER: J?/??Ox L,U .?r TOTAL: $ SrrE ADDRESS: 290s LuZKInQ±21J 7ySo TENANT: ivox L ,. . . . .:. , . : surrE #: ,. ,. , INSTALLER: {.. . ADDRESS: r/ CTI'y&-pb IVAJ ZIP:?j PHONE #: CITY SIGNATURE: SIGNATURE: L ( BL ? ' SUBD. CITY USE ONLY RECEIPT#: S73a 3 #/0 RECEIPT DATE: 199$ PLUMBIAH P£RMIT (COMM£itC1AL) CITY Oit £1kfi/kR S$SO i'1LOT KN08 8D £AfiAF, MN 551EE (61E) 6$1-4675 Pleese complete for: all commercial/industrial buildings multi-fantily buildings when separate building pemilts are pg4 required for each dwelling unit b kflow preventer to be installed in commeroisl ereas or residen6al boulevards Date: ?? C d Work Type: New Bldg. V Add-on _ Repair _ U.G. Sprinkler Is Water M R 7 Yes No Water Flow GPM To ioquire H Preesure Reducing Valve is required on new service, caU 6814646. fEB6 1% of contract price or $25.00 minimum Contract Price: $x 1% _ S f 5-b COMPLETE THIS AREA IF INSTALLING Service: E:isting (if coming off domestic line) OR _ New Backfiower Preventer Pecmit Fee WataMeter 1"@ $189.00 or 2" Turbo @ $871.00 If"newservice"add WaterPermit $ 50.00 = WAC E 807.00 = Water Treatment $ 444.00 = $ 25.00 $ $ $ Permit Fee $ 2-<-' v 0 Sffite surcharge is $.50 per 51,000 of nermi7 fee or minimum of 5.50 per permit State Sunharge S Total Fee $ I haeby ecdmowledge thst I have read this application, state ihat the infamation is coirect, mid agee to comply with all sppliceble Ciry ofEegen ordinances. It is the applicant's respansibility to notSy the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operationel end maintenmce edivilies to the facilities oonslroctad tmdet this permit within City properryhight-of- wsy/easement. SnE ADDREss: a90 5-- 01?, . S rExANr NnME: ?c TNSTALLER NAME: TELEPHONE #: 3 S?J- `I.? G 6 SIREETADDRESS: n/ ?t/ -? o ?-i? • # </a9/?? CITY: P I7 MA o `' .-L&,---' STATE:/P-?, ? SPRINKLER SYSTEM zIP:5r`fV/ PERMITTEE CiTY USE ONLY COhIhiERCIAL PLUMBING PERMIT-1998 hfETER SIZE PRV _ Yes _ No Damestic Itrigation U'I7LITY CONNECTION (APPLIES TO NEW SERVICE ONLl) YtEV iEWED B Y: /14 Building Inspector To dMermine meter aiu Dete ' See if it is indicated on back of Building Inspections card ? Enter eddress in PIMS Screen 301 to obtain S&W pemut # • Check PIMS Screens 110 (Remsrks) " If gallons per minute are less thm 25, a 1" meter will be required. If gallons per minute are more than 25, a 2" wrbo with strainer will be required This infomie6on is to be supplied by the designer of Ihe system. Consult with Plumbing Inspector if Ijcenaed Plumber dcee not Imow GPMs. Before eellin¢ meter ' Check PIMS Scrcen 320 For sooroval of inspaction results. No meter will be sold before all sewer and water inspections are complete on e new service. If new service lines ere not requved, one check may be written for meter and pecmit costs. Write meter type and size on receipt, cade to 3716-9220 (meter po[tion only), and fonvard copy to Utility Billing Clerk. • Enter meter size, type, receipt #, date &. emount peid on PIMS Screen 110. Copy of receipt should be given to Utility Billing Clerk. Mlscellaneoua Informatton i T6e insteller is W contaot Building Inspections at 681-4675 for inspection of the inside water tine end bacFllow prevemer. 1'he Central Maintwance Division may be reached at 6814300 for watet Uun-on. • If ineter is over 5/8", notity CenVal Maintenance so they can tell you if there is one in stock before plumber gces over there. JS7+mms.bld/plb` perniN (comm)1997 APFLICATION FOR PERMIT SEWER AND/OR WATER CONNECTION N7PE: PAYfIINf OP FEE AT TiME OF ? ? APPLICATiON WES NbT CON- ?*. * 5fIN1'E APPR6VAI. OF PIIt6ffT. • w INSPFX•llbN OF SndSt ALD/QR WATER : ; xrasrnr.uTiotas wba. Nar as scmtn,ED ; ? ONPLt PIINIIT HIS BEES] APPROVID. •x+4rrf.wl?lt:lrrf?kx+f #t:f f++ei:f Mife+t f OF eCBgan (PLEASE PRINT 1) PROPIItTSC ADDRFSS: r•Fr;Ar• DE.SCRIPTION; IF EXISTING STRL'CTLTRE, DATE OF ORIGINAL BUILDING PERMIT ISSUANCE: Mont Year PRESENT ZONING/PROP0.SID USE: ? COMMERCIAL/RETAIL/OFFICE 1_1 R-1 SINGLE FAMILY Q jNpL'gTRIAL ? R-2 DLPLEX ('iWO L'nits) a INSTITOTIONAL/GOVEFtNMENT ? R-3 TOWNHOCSE (Three + Cnits) ( Lnits) Q R-4 APARTMENT/COAIDOMINIC•M ( [.'nits) 2) NAME: Gl£?7?01L ?n? Ioz?g?T N c? ADDRESS: -40 "i0 AQ2 ? CITY, STATE, ZIP: D. . 1/y? ?I PxorrE: ?.?3-bby 1 3) 2130,0Z NAME: ? ADDRESS: CITY, STATE, ZIP: 3 ? PHONE: ^4-6-3 () L- MASTEEt LICENSE o„ Ij Active Expired Not recorde(f St Initia 4) 5) i? ?. .?. • u t?w COCONNECTION TO CITY SEWERR [?2CONNBCTIO[V TO CITY WATER MOTIIgt S?CQM'1 SfvtQ 6) ///. , ._ -N yc _ ********+***«*****??****,:**********+*??*x*************«********?*********,r*+**?*****+*?*?******?**+y * * TfE GOID COPY OF 741E PIItMIT WILL BE SENP DII2FX.TLY TD PUSLIC WORKS 'IO FACILITATE MEPER PI(K-IIP. e * PLEASE ALSAW '1W0 WORKING DAYS FY)R PROCESSING. SOMEONE FRO[`1 TfIL CITY WILL CONPACP YOiJ IF 7Y?RE ? ? * ARE ANY PROBLEMS. + ??***r*?**+******+*******+****+*+?*+*******???***?*?**?**+***+*,r****+***********?*?**:***t*?*******; CITY. STATE. ZIP: I16p*05WS f13 Vv? 6SaNE?? 70'-ijl)6 PHONE: A 16 - "?772,4 L4M , FOR CITY USE ONLY PERMIT # ISSUED . Pd w/Bldg. Permit FEES: $ $ SEWER PERMIT (INCLUDE SURCHARGE) $ $ WATER PERMIT (INCLUDE S[.'RCHARGE) $ ? $ WATER METER/COPPERHOR[V/OL'TSIDE READER $ $ WATER TAP (INCLUDE CORPORATION STOP) $ $ SEWER TAP $ ? $ ACCOUNT DEPOSIT - SEWER $ $ ACCO[![VT DEPOSIT - WATER $ -?? $ WAC $ I?,(??•U7? $ SAC $ $ TRUNK WATER ASSESSME[VT $ $ TRUNK SEWER ASSESSMENT $ $ LATERAL BENEFIT/TRU[VK SEWER $ $ LATERAL BENEFIT/TRDNK WATER S ??/C P f^'? n J WATER TREATMENT PLANT SURCHARGE $ $ /? U . S c7 OTHER : p_.p_? $ IY'S Id•U? $ ???-?Q TOTAL RECEIPT RECEIPT DOES UTILITY CONNECTION REQUIRE EXCAVATION IN PUBLIC RIGHT OF WAY? Q YES IF YES, THEN A"PERMIT FOR WORK S92THIN PUBLIC Q ROADWAY" MCST BE ISSLED BY THE ENGINEERING IVO DIVISION. LIST AS A CONDITION. SCBJECT TO THE FOLLOWING CONDZTIONS: APPROVED BY: TITLE: DATE : ? /??/ ? 12- i a OF 3830 PILOT KNOB ROAD MC ELIL?Dv FAGAN, MINNESOTA 55122-1897 MO" PHONE: (612) 454-8100 nipµq5 EGqtd FAX: (612) 454-8363 DAVID K. GUSTAFSON annneLa, MocaEr, 7HEODORE WACHIER Council Mnrbeis Mor,vs HeoGes October 12, 1989 cdyrwmlnsnaror EUGENE VAN OVERBEKE C'ity Clerk PAYLESS CASHWAYR P.O. BOX 419466 KANSAS CITY, MO 64141 Dear Ms. Niemann: I wish to take this opportunity to thank you for calling to our attention the error that was made in the preparation of the assessment roll for Project 539. I am enclosing a copy of the Special Assessment Search Summary of the assessments of record that have been charged to your parcel. 2 hope this will clear up any confusion as to the amounts assessed to your property for the listed improvements. if you have any additional questions, please contact myself or the Director of Public Works, Thomas Colbert P.E. Sincerely, Gerald R. Wobschall CPA Enclosure cc: Parcel file , Project file 539 GRW/vmd 5-z) j ' ? _ U r CJ - p / THE LONE OAK TREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIIY Equal Opporfunity/Affirmative Action Employer TRANSAC:TIOIV ID: F.7b8 S'F'ECIAL ASSESSMENTS SF'ECIAL GS5ES5MENTS SEFrRCH -3L1MI`1ARY F'F;OPERTY I.D. TODAYS DATE: 10/12!89 ---SF'ECIAL FL.AGS---- 1-2-3-4-5-6-7-5-9-10 10-22509-010-01 S. A. # ASSESS^1E PJT DESCi=:. V'R YRS FtATE TOTAL ANN. RR I N. F'AYOFF COMMENT I00040 SAN SW 'I'F;P' 67 ?0 6.00% 2298.78 76.67 613.36 100349 WA"fF_F iiREA 76 1.°i 8.60% 12384.47 825.70 1651.40 101614 TRL 4l252 68 10 9.00;: 45033.5' 4503.35 40530.18 101615 8T W252 88 10 9.00'l. 5241.14 524.11 4717.07; 101616 SS'TY. W252 89 10 9.00% 28514.40 2851.44 25662.96 101617 SI_Th' 99 lU 4.00'l. 2258.62 225.86 2032.76 101618 41L.1"k: W252 88 10 9.00% 8708.36 870.84 7837.52 101941 SL 539 89 10 9.00% 11402.82 1140.28 11402.82 101942 4JL 519 89 7-0 9.00'l. 10276.26 1087.6' 10876.26 101943 SS 539 99 10 9.00% 32301.97 3^c=0.2p 32301.97 SUMMARY OF ACTIVE 1590^<0.35 15336.08 137626.26 t*???r* THIS YEAR'S TUT R8<I 22234.64 oF 3830 PILOT KNOB ROAD, P O BOX 21799 Vic ELLUSON EAGAN, MINNESOTA 55121 Mayor PHONE (612) 454-8100 iHOMqS EGAN DAV1D K. GUSiAF50N PAMEL4 McCREA 1HEODORE WACHTER Cauncil Members THOMAS HEDGES - QNAtlmmisfrator September 20, Ig$$ EUGENEVANOVERBEKf Cliy Clerk MN DEPT OF HEALTH 717 S E DELAWARE ST P O BOX 9441 MINNEAPOLIS, MN 55440 ATTENTION: GARY ENGLUND, P.E. CHIEF SECTION OF WATER SUPPLY & ENGR RE: KNOX LUMBER FACILITY 2905 LEXINGTON AVENUE L 1, B 1, EAGANDALE CTR IND PK #10 Dear Mr. Englund: This is to advise that the final plumbing inspection of the aforementioned facility was completed on September 15, 1988. Attached, please find copies of the inspections made by the City of Eaqan, Building Inspections Department. Si cerely, ???. William Adams Plumbing Inspector WA/js Attach. THE LONE OAK TREE. ..THE SYMBOL Of STRENGTH AND GROWTH IN OUR COMMUNIiY ? 3830 PILOT KNOB ROAD, P.O. BOX 27199 EA6AN, MINNESOTA 55121 PHONE' (612) 454-8100 June 21, 1988 n BARRY K MOORE, PROJECT MANAGER PAYLESS CASHWAYS, INC P O BOX 419466 KANSAS CITY, MO 64141-0466 Re: Knox Lumber Company Lot 1, Block 1, Eagandale Center Industrial Park #10 Dear Mr. Moore: VIC ELLISON fvlayIX 7HOMAS EGAN DP,VID K. GUSiAF50N PAMEIA McCRFA THEODORE WACHtER CounGlMembars nionnns HeoGes cRyAtlmnisfralor RIGENE VAN OVERBEKE Gty Cleik The construction drawings and specifications submitted for the above mentioned project have been reviewed for code compliance. The comments listed below refer to documents that make up the Minnesota State Building Code and the 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 deficiencies. 1. Maintain required unobstructed width of corridor (e.g., the door to room 115 does not comply). UBC 3305 (d) 2. Door "B" of room 112 must swing in the direction of exit. UBC 3304 (b) 3. Exit doors serving room 112 shall be provided with panic hardware (doors "A", "B", and exit doors to exterior immediately adjacent to room 112). UBC 3318 (a) 4. Exit signs are reqUired at doors "A" and "B" of room 112. UBC 3314 (a) . 5. Corridor 111 shall be of one-hour, fire-resistive construction with gasketed self-closing fire doors. UBC 3305 6. Comply with total required width of exits. (Please submit substantiating calculations.) UBC 3303 (b) 7. Signs are required at handicap automobile parking spaces. SS 169.346 Sincerely, `b . +'ha``-? d Merchak Construction Analyst JM/mc iHE LONE OAK TREE . THE SVMBOL OF STRENGTH AND GROWfH IN OUR COMMUNIiY itv oF ? ? ? ?L iLl D 3830 PILOT KNOB ROAD. P.O. BOX 21199 VIC EuGSON EAGAN. MINNESOTA 55121 M°y°f PHONE. (612) 454-8700 nHpn,u,q [Gqw DAV1D N. GUSTAFSON PAMEIA McCRFA Apr i 1 4, 1988 iHEODORE WACHIER CWnCII MembaR 1HOMP5 HEDGES cnyAdmmft&« EUGENEVAN OVERBEKE BOB WORTHINGTON cftc? OPUS CORPORATION 800 OPUS CENTER 9900 BREN RD E BOX 150 MINNEAPOLIS, MN 55440 Res Knox Lumber Facility Dear Bob: The planning department has met with Mr. Fashant of the Minnesota Department of Transportation to review the issue regarding berming on the right-of-way for I-35E. In this discussion, it was noted that a permit would be issued if the City and applicant could show benefit to MnDOT in constructing the berm within the right-of-way. It was also noted that the drainage problem north of the subject parcel has been resolved. A storm sewer will be constructed through the Knox property to resolve the drainage problem on the north, thus adding benefit to MnDOT. A second issue was that additional landscaping will be placed on the berm over and above what MnDOT has scheduled to install in that area. Therefore, an additional amount of landscaping will increase the aesthetics along the I-35E right-of-way which will, in fact, show additional benefit to MnDOT. The City left a set of landscape plans for Knox with MnDOT for them to review regarding the quantity and type of species being proposed in the landscape plan. . ? , One of the items which would be zequired of Opus, or the person applying for the permit to construct the berm, is that the applicant will be required to show permission to grade on the property to the north in order to tie the berm into the existing berm. MnDOT will also require that the fence be relocated one foot inside of the property line and that some type of temporary fencing will be required while the berm is being constructed. Whether this temporary fence would be a snow fence or another type of fence can be worked out specifically between the applicant and MnDOT. iHE LONE OAK TREE.. .THE SYMBOI OF STRENGTH AND GROWTH IN OUR COMMUNITY ' BOBFWORTHINGTON APRIL 4, 1988 PAGE TWO It is the City's understanding that this permit will be granted if the above conditions can be agreed to. Hopefully, this resolves the issue regarding the fencing or berming along the 35E right-of-way for the Knox facility. if you have any questions regarding the above information, please contact me at City Hall. Sincerely, Dale C. Runkle City Planner DCR/mc ec: Mark Anderson, Opus Corporation Mike Foertsch, Assistant City Engineer Don Fashant, District 9, Oakdale - ?, .,? MEMO T0: TOM COLBERT, DIRECTOR OF POBLIC WORKS ?JIM STIIRM, PL6NNING_.DEPARTMENT ? BILL AKINS9 ELECTRICAI. INSPECTDR CRAIG [INOASEN, ENGINEERING TECH SQE SHERIDAN, UTILITY HILLING CLERR FROM: DOIIG R£ID, BIIILDING INSPECTIONS DEPT DATE: SEP 1 5 1988 41161) &2?? CA. ivil 0)1? #ro The Proteetive Inspections Department will be performing a final inspection for occupaney of C4905 I-eX IYtAtOh f/- t/2 V1flLa- a? 1?/aa/88 Please return within 48 hours with your approval or denial. Failure of response within that time frame will be determined as approval. It will be eaeh departments responsibility to contact the construction firm with necessary requirements before final inspection and notifying the Building Inspections Department when all requirements have been taken care of. Thank-you. DR/js APPROVAL: ?M.?--- DENIAL: (SIGNATURE & DATE) (SIGNATURE & DATE) m 6Wr__r ekrl? 6abject: He are eneloeibg a copp of ouz.,reporG covering ap.esqminatiqa oL p1Ane? . and epecifiGatioris on tha abave-8esaiguaGed pra,jset. A set of thG. ideasti£ied ? _ plana and epeaif#caClone.ie'';eleo'beiug"xetarned to-gbu. ET IS ?HE PROJECT. ,. UWNEB'8 RE3PQPtSIBII,IT1f Ro RExIlSN'TRE PLAPdB AT, 3'HB PAOJECT 'I.OGATT029: '. ? Your atteati.on,ie directed ta' th4'ntCachad,atatemeilt partainiag to inapectioa , of the plumbing, :It is imipoxtant.thee va reaeivt Che 3npormatioh fa8i.catad in oxder that the a+sr.esaarp ;isspeetion meq: 6e, mada. ?.Zf yqu •have aqy;queikices isi regard.to piiemDing inspectiona. pleoee conCact , . ,' 3ona1J S[anlaq.at 612/629-5328'.,,° . . , ? ? ? ? . . . ? - . - ? ' -i ?,...? .. . 'iy.. . . .. '„: . ? . , . i f. • . , • If you &age_qny?;gnestions ia fegard eo the informatitia conta?.rec?'in thto' , report',.pleae'e'cotttact 3ohp Barrqat..612/623-53§7... . ? . . . , 4. . , ° .. - - . Siricerely ?youte.? a . . " , .. ? . ? a . . • ', , . . ; Beiglund.' R.E:. qghief ' . . .. , .f, ? - Seation 'of tJeter. Snpply - snd',RIIginearng -. , .. t. , .? . . . , "N , ' ., . GLB?JB$ipav Snckoaureff ' - - . . .. ,? . . . . cei Hr. Willfam EIdeo.-'Blwpbing Iaap6ct4s:?.. Truman Hov,ell ArchSCiqto and.Aeaoc.Zac: : ', ... . _ . r ? . . .. ; , . . ? . • ? ' ? - . . `a • . ? ., ?. ? > ? : . , '! . ,.. - . . . .., v. . . . ' ? ' . ' ' ' ? ' ' . .. ' . . . , . . _ . ? .. . . ' ' , , . ? i . , _ . ? ' , " . . ?! MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health REPORT OF PLANS Plans and specifications on Knox Lumber Com an Location Ea an Minnesota Date Examined April 11 1986 Prepared and submitted by Truman Howell Architects and Assoc. Inc. 620 Mendelssohn Avenue Date Received Avril 6 1988 - Suite 130, Minnea olis Minnesota 55427 Ownership - Payless Cashways, Inc., 2300 Main Street, Kansas City, Missouri 64141 Scope - This examination is limited to the design of this particuiar apro nd,doesonot coverar ae the provisions of [he Minnesota Plumbing Code, as amended,tem is connected. The examina- the water supply or sewerage system to which this plumbing sys tion of plans. is based upon the supposition that the da[a on which the design is based are correct, and that neceasary legal authority has been obtained to construct the project. The responsibility for the design of structural features and the efficiency of equipment must be taken by the project designer. Approval is contingent upon satisfactory disposition af aay requirementa included with this report. Inspections - Special care shauld be taken to insure that the material and installation oi the -plvmbing system are in accordance with the provisions of the Minnesota Plumbing Code. It is necessary that [he State Health Department make roughing-in and final inspections of the plumbing system to determine whe[her it complies with the Code. Provisions should be made for applying an air test at the time of the roughing-in inapection as outlined in Minn. Rules p. 4715.2820 of the Code. In arder to facilitate this work, there is attached a self-addressed card which should be returned, indicating the name of the plµmbing contractor so that arrangements can be made for the State Health Department to be notified by him as to the'time that the installation will be ready for test and inspections. No acceptance of the plumbing installation can be given until inspection and test of the roughing-in work (Minn. Rules p. 4715.2820, subp. 2), finished plumbing (Minn. Rules p. 4715.2820, subp. 3), and inspection of the completed installation by a representative of the State Health Department indicates compliance with the provisions of the Code. Requirements - NONE Authorization for conatruction in accordance with the approved plans may be `"'lansrhavelbeen construction is no[ undertaken wieiii:, a period of two years. The fact that p approved does not neceasarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information or advanced knowledge make improvements necessary. Approved by: Ato? MBellin, P.E. Public Health Engineer Section of Water Supply and Engineering 612/623-5517 c' John E. Barry Engineering Aide Section of Water Supply and Engineering 612/623-5357 4 ?ol ? 1?7?n-?-?i. ? G'?....?'D?2? J-nd...r-h•.? CE-??? /nrt`'.4s? minnesota department of health 717 s.e. delaware st, p.o. box 9441 minneapolis 55440 0 16121623 5000 .7une 8, 1988 Payless Cashways, Inc. 2300 Main Street Kansas City, Missouri 64141 Gentlemen/Ladies: Subject: Plumbing for Knox Lumber Company, Eagan, Dakota County, Minneso[a. Plan No. 81228 The attached addenda numbered M-2 and M-6, have been revieved and found to conform to the provisions of the Minnesota Plumhing Code. These plane should be filed with the plans described in our previous report of plans for the Knox Lumber Company, dated April 27, 1988 (File No. 81228). If you have any questions, please call Sohn Barry at 612/623-5357. Sincerely yours, Gary L. Englund, P.E., ChieF Section of Water Supply and Engineering GLE:JEB:pav cc: Mr. William Adams, Plumbing Inspector ? Truman Hovell Architects and 9ssociates an equal opportunity employer Contract No.: k'9'-/0 Project No.: 539 Submittal Date: 'J -Z4 - Ys'' CITY OF EAGAN SEWER & WATER PERMIT RELEASE FORM PROSECT DESCRIPTION: jE/}G,mil DyC,g 0aDQlT1+.,J (ICNox ZUMBFIL Substantial Completion of Sewer & Water r] Z?-b''a! Date of Occ renc STEP I: PERMISSION TO HOOK UP SANITARY SEWER WATER MAIN T Lines Lamped and Acceptable Deflection Mandrel Test Passed _ Manhole Structures Properly Constructed (cstg. 6 cover, rings, cone, 1 ft.sections, final rim setting, & huild and invert) Infiltration Test ? ?Properly Chlorinated & Flushed v'iEntire System Pressure Tested v'? tire System Conductivity Tested l Valve Boxes Accessible, /S traight fi keyed !/ All Valves Opened or Closed as Approp. A11 Hydrants Set to Proper Grade SEAVICES All Wye Locations Confirmed f All Curb Boxes Exposed, Set to Proper Grade & Marked w/Fence Post COMMENTS: STEP II: FULL USE PERMIT (OCCUPANCY) STORM SWER Lines Lamped 5 Acceptable CB Structures Properly Constructed(cstg & cover, rings, 1 Ft. section, invert, final cstg, setting 6 build, DL-DR correctly set rings & cseg. set in full bed of mortar) Aprons, Dissipators 5 Rip Rap properly install STREETS Material Tests Checked 6 Passed (Conc. compressive atrength & Air Content, Bitum. Extact 6 gzadation, gravel base gradation). Utility Structures S Lines Clear 6 Free of Debris fi Gravel (GaCe Valves keyed) COMMENTS• REC0MMENDATION: I herein vetify that the tests and inspectiona indicated above have been sucessfully 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 Confirmed c White - City Pink - Project File W - 8 04 Inspector 1 c ? CASH RECEIPT ? ; ; CITY OF EAGAN 3830 PILOT KN08 FOAD 1 EAGAN, MINNESOTA 55122 60 f' DATE ?c[rveo J ?, ?+ «+w ? /C.C1 i AMOUN7 g A ? ? ov ? CASH Z?<kIECK 1m DOLLqRS .M FUND OBJECT AMOUNT ? ? ?? d0 .o. va ' 3s3 ?s Z? U ?2, ? 0 8 Thank You ? /?"'c>Z.C.J?^b 6V Ok N° 86988 M,le-Paym CA" Yelbw-Posong Copy Pmk-Rle Copy p Z?- -----°-------------- 5 -U - M- M A - R- Y ------------------ --- 0 F H Y D R A U L I C C A L C U L A T I 0 N S F 0 R KNOX LUMBER RETAIL STORE 6/21/88 -----------------------------------------°----°-------°°-------------------------------------------------------------- Submitted by: Gilbert Mechanical Contractors 3012 Clinton Ave So. Mpls. Mn. 55408 823-9156 ------------------------------------------------------------°---------°------------------------------°-°----------------- DESIGN SPECIFICATIONS WATER SUPPLY SYSTEM OEMAND FOR MINIMUM DENSITY Oensity: 0.21 10.00 psi at 0.00 gpm 64.23 psi at Design area: 1500,00 62.00 psi at 5020.00 gpm 863.88 gpm ( 5.46 psi Safety Factor) List af Fitting Ah6reviatians Code Description Code Description Code Description Code Descriptian Code Descriptian Cade Description A Alarm Va E Elhaw f ---------- M ---------- Q ---------- u ---------- 8 Butt'fly V F Deluge Va J ---------- N --------- R ---------- U ---------- C Check Va G Gate Va K ____ 0 __________ 5 __________ W ---------- 0 OryPipeVa H ---------- L LongTurnEl P ---------- T -------- - X Example: Fitting abbreviation of ' T2EC' means: One ____ ______, two Elbow , and one Check Va Calculated by: JG __Checked 6y:---------------------------------------------------- Dage 1 Ser.*512025* Copyright 1984,J Crowley,Crowley Desiqn Group,Inc.,731 OeKal6 Pike,Kinq of Prussia,PA 19406 (215)337-7060 , Hydr'aulic Calculations for KNOX LUMBER RETAIL SiORE Job No: 6ate:6/21/69 Submit[ed by: Gil6ert Mechanical Contractors 3012 Clinton Ave So. Mpis. Mn. 55408 823-9156 Summary of sprinkler and hose flows Required flow and pressure is hased on sprinkler k-factor, area covered, and minimum nozzle pressure for a design density of .21 Supplied flow and pressure is hased on 64. 23 psi available at supply ( 69.69 ps i is actu ally available ) Ref. R Required Supplied Excess Flaw Required Supplied Aressure Excess Pressure Ref. Pt. --- factor ------ Flow -------- Flow -------- Percentage ----------- Pressure ------- PT --° -- - PV ---- PN -°-- -- Percentage --------------- Pt. --- --- SOi ------ 8.20 -------- 27.30 -------- 28.64 ------- 5.6 ---- $ ----- 11.08 ---- 12. -- - 37 ---- 0.00 ----- 12. ° 37 -------- 11 ------- .58 $ --- SO1 502 6.20 27.30 27.51 0.8 $ 17.08 11. 25 0.00 11. 25 1 .53 $ S02 S03 8.20 27.30 27.29 -0.0 $ 11.08 11. 08 0.00 11. 08 -0 .02 $ S03 SOd 8.20 27.30 27.41 0.4 $ 11.09 ii. 18 0.00 11. 18 6 .85 ? SOd SOS 8.20 27.30 28.52 4.5 % 11.08 12. 09 0.00 12. 09 9 .11 $ SOS A17 0.00 250.00 250.00 0.0 $ 4.00 61. 69 0.00 61. 69 1442 .21 $ A17 A18 0.00 250.00 250.00 0.0 $ 4.00 62. 31 0.00 62. 31 1457 .63 $ A18 506 8.20 21.30 28.67 5.7 $ 11.08 12. 39 0.00 12. 39 11 .79 $ 506 S01 8120 27.30 27.53 0.9 $ 11.08 11. 21 0.00 11. 21 1 .72 $ 507 508 8.20 24.30 21.32 0.1 $ 11.08 11. 10 0.00 11. 10 0 .16 $ S08 309 8.20 21.30 27.44 0.5 $ 11.08 11. 20 0.00 11. 20 1 .03 $ 509 510 8.20 27.30 28.54 4.6 $ 11.08 12. 12 0.00 12. 12 9 .31 $ 510 S11 8.20 27.30 42.30 55.0 $ 11.08 28. 61 0.00 25. 61 140 .11 ? S11 S12 8.20 27.30 42.31 55.0 $ 11.08 26. 62 0.00 26. 62 10.0 .16 $ 512 Calculated 6y:_JG --------------Checked bY..................................................... Page 2 Ser:*692025* Copyright 1984,J.Crowley,Crowley Design Group,lnc.,431 DeKalb Pike,King of Prassia,PA 19405 (215)337-7050 Hydraulic Calculations for KNOX lUMBER RETA[l STORE Jo6 No: Oate: 6/21/88 Submitted by: Gilbert Mechanical Contrac tors 301 2 Clin ton Ave So. Mp ls. Mn. 55408 823-9156 ---- Pa ------ th N --- o. ----- -----° 1 Remot ------ e to -°---- sup -°---- ply ------ ------ ---- --- --- -- Feeds Path No . 2 at Point A02 Feeds Path No . 3 at Goint A03 Feeds Path No . E at Point A15 Ref Elev. Pressure (psi) K flow (gpm ) Veloc Diam. Actual Fitting Fitting Tot al Fric t.Loes Elev. Loss Next Ref Pt. ft. P t Pv Pn factor Added Tot al fps in. Length Summary Length length per.ft Total Psi (ft.) Press Pt. ____ ______ ___ ____--- ------ ------ ------- ---- --- ------ ---- °--- --- ---------°------ --- ---- ----- (C= ---- 120 --- j ------- ---- COi 22.00 37. 29 37.29 -72. 12-13.94 1.452 81. 00 T 6.00 87. 00 - .287 -24. 93 12. 36 SOi S01 22.00 12. 37 12.37 8.20 28.84 -43. 28 -8.36 7.652 10, 00 10. 00 - .111 -1. 11 11. 25 502 S02 22.00 11. 25 11.25 8.20 27.51 -15. 11 -3.05 1.452 10. 00 10. 00 - .017 -0. 17 11. 08 S03 S03 22.00 11. 08 11.08 8.20 27.29 11. 52 2.23 1.452 10. 00 10. 00 .010 0. 10 11. 18 504 S04 22.00 11. 16 11.18 8.20 27.41 38. 93 7.52 1.452 10. 00 10. 00 .092 0. 92 12. 09 SOS SOS 22.00 12. 09 12.09 8.20 28.52 67. 45 13.03 1.452 101. 0D T 6.00 107. 00 .253 27. 10 39. 19 AO1 A01 22.00 39. 19 39.19 67. 45 2.59 3.260 13 .00 13. 00 .005 0. 06 39. 25 A02 A02 22.00 39. 25 39.25 67.51 134. 96 5.14 3.260 13. 00 13. 00 .018 0. 23 39. 48 A03 A03 22.00 39. 48 39.48 45.09 180. 05 6.90 3.260 13 .00 13. 00 .030 0. 39 39. 88 A04 AOd 22.00 39. 88 39.88 10.37 190. 37 7.30 3.260 13. 00 13. 00 .034 0. 44 40, 32 A05 A05 12.00 40. 32 40.32 10.53 200. 90 7.70 3.260 13 .00 13. 00 .037 0. 48 40. 90 A06 A06 22.00 00. 60 40.80 10.98 211. 88 8.12 3.260 13 .00 13. 00 .041 0. 53 41. 33 ADT A07 22.00 41. 33 41.33 11.67 223. 55 8.57 3.260 13 .00 13. 00 .045 0. 59 E1. 42 A08 A08 22.00 41. 92 41.92 12.57 236. 13 9.05 3.260 13 .00 13. 00 .050 0. 65 42. 57 A09 A09 22.00 42. 57 42.57 13.67 249. 80 9.58 3.260 13 .00 13. 00 .056 0. 72 43. 29 A10 A10 22.00 43. 29 43.29 14.94 264. 75 10.15 3.260 13 .00 13. 00 .062 0. 80 44. 10 A11 Att 22.00 44. 10 44.10 16.38 281. 13 10.78 3.260 13 .00 13. 00 .069 0 .90 45. 00 A1i A12 22.00 45. 00 45.00 17.97 299. 09 11.47 3.260 13 .00 13. 00 .018 1. 01 46. 00 A13 A13 22.00 46. 00 46.00 19.69 318. 19 12.22 3.260 13 .00 13 .00 .087 1 .13 47. 14 A14 A14 22.00 41. 14 41.14 21.55 340. 34 13.05 3.260 13 .00 13. 00 .098 1 .28 48. 42 A1s A15 22.00 48. 42 48.42 23.54 363. 88 9.72 4.124 6 .00 3E 30.00 36 .00 .035 1 .28 49 .70 AtE A16 22.00 49. 70 49.70 363. 88 8.72 4.124 25 .00 GCT 44.00 69 .00 .035 2 .45 9.55( 22.00) 61. 69 A17 (c= iao ) A17 61. 69 61.69 250.00 613 .88 3.80 8.110 160 .00 ETG 75.81 235 .81 .003 0 .61 62 .31 A1f A18 62. 31 62.31 250.00 863. 88 5.35 8.110 300 .00 TT 93.10 393 .10 .005 1 .93 64 .23 At4 A19 64. 23 Path K-factor = 107.79 ----------------------- --- -- Path No. 2 Grid Line to A Main (Fed by Path No. 1 ) Ref Elev. Pressure (psi) B Flow (gpm) 4eloc Diam. Actual Fi[ting Fi[ting Total Frict.loss Elev.Loss Next Ref Pt. tt. Pt Pv Pn Factor Added Total fps in. Lengtn Summary length Length per.ft Total Psi (ft.) Press Pt. ___------------------------------------------------------------ (C= 120 ) C02 22.00 37.36 37.36 -72.19-13.95 1.452 81.00 T 6.00 87.00 -.267 -24.98 12.38 S06 S06 22.00 12.39 12.39 8.20 28.87 -43.33 -8.37 1.452 10.00 10.00 -.112 -1.12 11.27 501 SDi 22.00 11.27 11.27 8.20 24.53 -15.79 -3.05 1.452 10.00 10.00 -.011 -0.17 11.10 S08 508 22.00 11.70 11.10 6.20 27.32 11.53 2.23 1.452 10.00 10.00 .010 0.10 11.20 S09 S09 22.00 11.20 11.20 8.20 27.44 38.97 7.53 1.452 10.00 10.00 .092 0.92 12.12 510 510 22.00 12.12 12.12 8.20 28.54 67.51 13.05 1.452 101.00 T 5.00 107.00 .254 21.74 39.25 A02 A02 22.00 39.25 """" Path K-factor = 10.78 Calculated by:_JG ---------------Checked by ----------------------------------------------------Page 3 Ser:*672025* Copyright 1984,J.Crowiey,Crowley Design Group,Inc.,731 DeKaib Pike,King of Prussia,PA 19406 (215)337-7060 Hydraulic Calculations far KNOX LUMBER RETAIL STORE Job No: Date:6/21/88 Submitted by: Gil6ert Mechanical Con[ractors 3012 Clinton Ave So. Mpls. Mn. 55408 823-9156 Path No 3 Grid Line ta A Main (Fed by Path No. t ) Ret E?ev. Pressure (psi) K Flow (gpm) 4eloc Oiam. Actual Fitting Fitting Total Frict.Loss EIev.Loss Next Ret Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary length Length per.ft Total Psi (ft.) Press Pt. --------------------------------------------------------------------------------------------- ---- (C= 120 ) C03 22.00 37.62 37.62 -39.52 -7.64 1.452 111.00 T 6.00 117.00 -.094 -11,02 26.61 311 S17 22.00 26.67 26.61 8.20 42.30 2.78 0.54 1.452 10.00 10.00 .001 0.01 26.62 S12 S12 22.00 26.62 26.62 8.20 42.31 45.09 8.91 1.452 101.00 T 6.00 107.00 .120 12.86 39.48 A03 A03 22.00 39.46 """" Path K-factor = 7.18 ------- Path --- N --- o. ------- 4 C --- M ----- ain -----°- to R - is ---- er - J -- ct (Fed by Path No. 1 ) Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting iitting Total Frict. Loss EIev.Loss Next Ref Pt. ft . P[ Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) ---- Press Pt. (a12a)-- COt 22. 00 37. 29 37 .29 72 .12 2.78 3.260 13. 00 13. 00 .006 0.07 37. 36 C02 C02 22. 00 37. 36 34 .36 92. 19 144. 31 5.53 3.260 13. 00 13. 00 .020 0.26 37. 62 C03 C03 22. 00 37 .62 37 .62 39. 52 183 .83 1.05 3.260 13. 00 13. 00 .032 0.41 38. 03 C04 C04 22. 00 38. 03 38 .03 -10. 32 173 .51 6.65 3.260 13. 00 13. 00 .028 0.37 38. 40 COS COS 22. 00 38 .40 38 .40 -10. 53 162 .98 6.25 3.260 13. 00 13. 00 .025 0.33 38. 73 C06 C06 22. D0 36. 73 38 .73 -10. 98 151 .99 5.83 3.260 13. 00 13. 00 .022 0.29 39. 02 C07 C07 22. 00 39 .02 39 .02 -11. 67 140 .32 5.38 3.260 13. 00 13. 00 .019 0.25 39. 27 C08 C08 22. 00 39. 27 39 .27 -12. 57 127 .75 4.90 3.260 13. 00 13. 00 .016 0.21 39. 48 C09 C09 22. 00 39 .48 39 .48 -13. 67 114 .08 4.37 3.260 13. 00 13. 00 .013 0.17 39. 64 C10 C10 22. 00 39. 60 39 .64 -14. 94 99 .13 3.80 3.260 13. 00 13. 00 .010 0.13 39. 78 Cit C11 22. 00 39 .78 39 .78 -16. 38 82 .?S 3.17 3.250 13 .00 13. 00 .007 0.09 39. 87 C12 C12 22. 00 39 .81 39 .87 -17. 97 64 .19 2.48 3.260 13 .00 13. 00 .005 0.06 39. 93 C13 C13 22. 00 39 .93 39 .93 -19 .69 45 .09 1.73 3.260 13 .00 13 .00 .002 0.03 39 .96 C14 C14 22. 00 39 .96 39 .96 -21. 55 23 .54 0.90 3.260 13 .00 13. 00 .001 0.01 39. 91 C15 C15 22. 00 39 .97 39 .97 23 .54 4.55 1.452 222 .00 2T 12.00 234 .00 .036 8.45 48 .42 A15 A15 22. 00 46 .42 """ """ Path K-factor = 3.38 Calculated 6y:_JG -------------- Checked bY:.................................................... Page A Ser:*672025* Copyright 1984,J.Crowley,Crowley Design Group,[nc.,731 BeKal6 Pike,King of Prussia,PA 19406 (215)337-7060 HydPaulic Calculations tor KNOX LUMBER RETAIL STORE Job No: Date: 6/21/88 Subm itted by: G ilbert Mechani cal Contractors 3012 Cl inton Ave So. Mpls. Mn. 55408 823-9156 Summary of flows throug h pipi ng Ref Flow Ref Actua l Fittings Fitti ng Total Di ameter C Friction Loss Velocity Pt. Pt. Lengt h ........ .. Lengt h Length Factor Unit Total A01 «< 67. 451 «< A02 13. 00 0. 00 13. 00 3.260 120 0.005 0.064 2.59 A01 »> 67. 451 »> SOS 101. 00 T 6. 00 107. 00 1.452 120 0.253 27.095 13.03 A02 «< 134. 960 «< A03 13. 00 0. 00 13. 00 3.260 120 0.016 0.231 5.17 A02 »> 67. 506 »> S10 101. 00 T 6. 00 107. 00 1.452 110 0.254 27.138 13.05 A03 «< 180. 053 «< A04 13. 00 0. 00 13. 00 3.260 120 0.030 0.394 6.90 A03 »> 45, 093 »> S12 101. 00 T 6. 00 107. 00 1.452 120 0.120 12.864 8.71 A04 «< 190. 372 «< A05 13. 00 0. 00 13. 00 3.260 120 0.034 0.437 7.30 A04 »> 10. 319 »> C04 222. 00 2T 12. 00 234, 00 1.452 120 0.008 1.838 1.99 A05 «< 200. 900 «< A06 13. 00 0. 00 13. 00 3.260 120 0.037 0.483 7.10 A05 »> 10. 528 »> C05 222. 00 2T 12. 00 234. 00 1.452 120 0.008 1.907 2.03 A06 «< 211. 885 «< A07 13. 00 0. 00 13. 00 3.260 120 0.041 0.533 8.12 A06 »> 10. 985 »> C06 222. 00 2T 12. 00 234. 00 1.452 120 0.009 2.063 2.12 A07 «< 223. 557 «< ADB 13. 00 0. 00 13. 00 3.260 120 0.045 0.588 8.57 A07 »> 11. 673 »> C07 222. 00 2T 12. 00 230. 00 1.452 120 0.010 2.309 2.26 AOB «< 236. 132 «< A09 13. 00 0. 00 13. 00 3.260 120 0.050 0.651 9.05 A08 »> 12. 515 »> COB 222. 00 2T 12. 00 234. 00 1.452 120 0.011 2.649 2.43 A09 «< 249. 803 «< Ai0 13. 00 0. 00 13. 00 3.260 120 0.056 0.722 9.58 A09 »> 13. 671 »> C09 222. 00 2T 12. 00 234. 00 1.452 120 0.013 3.092 2.64 A10 «< 264. 746 «< A11 13. 00 0. 00 13. 00 3.260 120 0.062 0.804 10.15 A10 »> 14. 944 »> C10 222. 00 2T 12. 00 234. 00 1.452 120 0.016 3.646 2.89 A11 «< 281. 126 «< A12 13. 00 0. 00 13. 00 3.260 120 0.069 0.899 10.78 A11 »> 16. 380 »> C11 222. 00 2T 12. 00 234. 00 1.452 120 0.018 4.321 3.17 A12 u< 299. 093 «< A13 13. 00 0. 00 13. 00 3.260 120 0.078 1.008 11.47 A12 »> 17. 966 »> C12 222. 00 2T 12. 00 234. 00 1.452 120 0.022 5.127 3.47 A13 «< 318. 786 «< A14 13. 00 0. 00 13. 00 3.260 120 0.087 1.134 12.22 A13 »> 19. 69E »> C13 222. 00 2T 12. 00 234. 00 1.452 120 0.026 6.076 3.81 A14 «< 340. 340 c« A15 13. 00 0. 00 13. 00 3.260 120 0.098 1.280 13.05 A14 »> 21. 554 »> C14 222. 00 2T 12. 00 234. 00 1.452 120 0.031 7.180 4.16 A15 «< 363. 879 «< A16 6. 00 3E 30. 00 36. 00 4.124 120 0.035 1.217 812 A15 »> 23. 539 »> C15 222. 00 2T 12. 00 234. 00 1.452 120 0.036 6.451 4.55 At6 «< 363. 879 «< A17 25. 00 GCT 44. 00 69. 00 4.124 120 0.035 2.447 8.72 A17 «< 613. 879 «< A18 160. 00 ETG 75. 81 235 .81 8,110 140 0.003 0.614 3.80 A18 «< 863. 879 «< A19 300. 00 TT 93. 10 393. 10 8.110 140 0.005 1.927 5.35 C01 «< 72. 116 «< C02 13. 00 0. 00 13 .00 3.260 120 0.006 0.073 2.76 C01 »> 72. 116 »> S01 81. 0D T 6. 00 87. 00 1.452 120 0.267 24.932 13.90 C02 «< 144. 309 «< C03 13. 00 0. 00 13 .00 3.260 120 0.020 0.262 5.53 C02 »> 72. 193 »> SOfi 81. 00 T 6. 00 81 .00 1.452 120 0.287 24.981 13.45 C03 «< 183. 826 «< C04 13. 00 0. 00 13 .00 3.260 120 0.032 0.410 7.05 C03 »> 39. 518 »> S11 111. 00 T 6. 00 111 .00 1.452 120 0.094 11.019 1.64 COb «< 173. 508 «< COS 13. 00 0. 00 13 .00 3.260 120 0.028 0.368 6.65 COS «< 162. 979 «< C06 13. 00 0. 00 13 .00 3.260 120 0.025 0.328 6.25 C06 «< 151. 995 «< C07 13. 00 0. 00 13 .00 3.260 120 0.022 0.288 5.83 C07 «< 140. 322 «< C08 13. 00 0. 00 13 .00 3.260 120 0.019 0.249 5.38 C08 «< 127 .747 «< C09 13 .00 0. 00 13 .00 3.260 120 0.016 0.209 4.90 C09 «< 114. 077 «< C10 13. 00 0. 00 13 .00 3.260 120 0.013 0.169 4.37 C10 «< 99 .133 «< C11 13 .00 0. 00 13 .00 3.260 120 0.010 0.131 3.80 C11 «< 62. 753 u< C12 13. 00 0. 00 13 .00 3.260 120 0.007 0.094 3.17 C12 «< 64 .787 «< C13 13 .00 0. 00 13 .00 3.260 120 0.005 0.059 2.48 C13 «< 45 .093 «< C14 13 .00 0. 00 13 .00 3.260 120 0.002 0.030 1.73 Calculated 6y:_JG _______________Checked by:_______ Pa e 5 ------------------------------------------ 9 Ser:*672025* Copyright 1984,J.Crowley,Crowley Design Group,Inc.,731 DeKalb Pike,King of Prussia,PA 19406 (215)337-7060 Hydhaulic Calculations for KNOX LUMBER RETAIL STORE Job No: Submitted by: Gilbert Mechanical Contractors 3012 Clinton Ave So. Summary of flows through piping Ref flow Ref Actual Fittings Fitting Total Diameter C Pt. Pt. Length .......... Length Lengt h Factor Cid «< 23. 539 «< C15 13.00 0.00 13. 00 3.260 120 S01 »> 43 .178 »> 502 10.00 0.00 10. 00 1.452 120 502 »> 15. 1T2 »> S03 10.00 0.00 10. 00 1.452 120 S03 «< 11 .521 «< S04 10.00 0.00 10. 00 1.452 120 S04 «< 38 .934 «< SOS 10.00 0.00 10. 00 1.452 120 S06 »> 43 .32T »> SOT 10.00 0.00 10. 00 1.452 120 507 »> 15 .794 »> 508 10.00 0.00 10. 00 1.452 120 S08 «< 11 .52T «< S09 10.00 0.00 10. 00 1.452 120 S09 «< 38 .966 «< S10 10.00 0.00 10. 00 1.452 120 Sll «< 2 .T85 «< 512 10.00 0.00 10. 00 1.452 120 Date:6/21/88 Mpls. Mn. 55408 623-9756 Friction Loss Velocity Unit Total 0.001 0.009 0.90 0.111 1.114 8.36 0.071 0.172 3.05 0.010 0.096 2.23 0.092 0.916 7.52 0.112 1.117 8.37 0.077 0.173 3.05 0.010 0.096 2.23 0.092 0.918 7.53 0.001 0.007 0.54 Calculated by: JG ______________ Checked by:.................................................... Page 6 Ser:*672025* Copyright 1984,J.Crowiey,Crowiey Design Group,Inc,T31 DeKalb Pike,King of Prussia,PA 19406 (215)337-7060 ? ? I L? ? G?,t?GAwDALL-; /?D?csT,??,o? ?/i' /Ol? /?aae? --------------°----- S -U - M- M -A R- Y -- ------- 0 F H Y D R A U L I C C A L C U L A T I 0 N S F 0 R KNOX LUMBER RETAIL STORE 6/21/88 --------°°---------------------------------------------------------°------°--------------------------------------------- Submitted by: Gilbert Mechanical Contractors 3012 Clinton Ave So. Mpls. Mn. 55408 823-9156 DESIGN SPECIF]CAT;ONS WATER SUPDLY SYSTEM DEMAND FOR MINIMUM DENSITY Density: 0.21 70.00 psi a[ 0.00 gpm 64.23 psi at Design area: 1500.00 62.00 psi at 5020.00 gpm 863.88 gpm ( 5.46 psi Safe[y Factor) List of Fitting Abbreviations Code Descriptian Code Description Code Description Code Description Code Descrip[ion Code Description A Alarm Va E Elbow I ---------- M ---------- Q ---------- ? --------- B Butt'fly V F Deluge Va J --------- N ---------- R --------- U ---------- C Check 4a G Gate Va K 0 __________ S __________ W __________ D OryPipeVa H __________ L iongTurnEl P ---------- T ---------- X ---------- Example: Fittinq abbreviation of ' T2EC' means: One ____ ______, two E16ow , and one Check Va Calculated by: JG -------------- Checked by: Page 1 , Ser:*6T2025* Copyright 1984,J.Crowley,Crowley Design Group,Inc.,731 DeKalb Dike,King of Pruseia,PA 19406 (215)331-7060 Hydraulic Calculations for RNOX LUMBER RETAIL STORE do6 No: Date:6/21188 Suhmitted by: Gil6ert Mechanical Contractors 3012 Clinton Ave So. Mpls. Mn, 55408 823-9156 Summary of sprinkler and hose fiows Required fiow and pressure is based on sprinkler k-factor, area covered, and minimum nozzle pressure for a design density of .21 Supplied tlow and pressure is basad on 64. 23 psi available at supply ( 69.69 ps i is actu ally available ) Ref. K Requi red Supplied Excess Flow Required Supplied Pressure Excess Pressure Ref. Pt. --- Factor ------ Flow -------- Flow -------- Dercentage ----------- Pressure -°-°- PT --- --- - PV --- - PN --- --- Percentage ----------°°- Pt. --- --- 501 ----- 8.20 ---- 27 --- .30 -------- 28.84 ------ 5.6 ---- $ ------- 11.08 --- 12 --- - .37 ---- - 0.00 --- 12 --- .37 -------------- 11.58 $ --- 501 502 8.20 27 .30 27.51 0.8 $ 11.06 11. 25 0.00 11. 25 1.53 $ 502 S03 8.20 21 .30 27.29 -0.0 % 11.08 11 .08 0.00 11. 08 -0.02 $ S03 S04 6.20 21 .30 27.41 0.4 $ 11.08 11. 16 0.00 11. 18 0.85 $ 504 SOS 8.20 27 .30 28,52 4.5 $ 11.06 12 .09 0.00 12 .09 9,11 $ SOS A17 0.00 250 .00 250.00 0.0 ? 4.00 61. 69 0.00 61. 69 1442.27 $ A17 A18 0.00 250 .00 250.00 0.0 $ 4.00 62 .31 0.00 62 .31 1457.63 $ A18 S05 8.20 27 .30 28.67 5.7 $ 11.08 12. 39 0.00 12. 39 11.79 $ S06 SOT 8.20 27 .30 21.53 0.9 % 11.08 11 .27 0.00 11 .27 1.12 $ SOT S08 8.20 27 .30 27.32 0.1 ? 11.08 11. 10 0.00 11. 10 0.16 $ 508 S09 8.20 27 .36 27.44 0.5 ? 11,08 11 .20 0.00 11 .20 1.03 $ 509 510 8.20 27 .30 28.54 0.6 $ 11.08 12. 12 0.00 12 .12 9.31 $ 510 S11 8.20 27 .30 42.30 55.0 $ 11.08 26 .61 0.00 26 .61 140.11 $ S11 512 8.20 27 .30 42.31 55.0 $ 11.06 26. 62 0.00 26. 62 140.18 ? 512 Calculated by: JG -------------- Checkad bY: -----------------------------------------Page 2 Ser.*672025* Copyright 1984,J.Crowley,Crowley Design Group,lnc.,731 DeRalb Pike,King of Prussia,PA 19406 (215)337-7060 Hydraulic Calculations for KNDX LUMBER RETAIL STORE Job No: Date:6/21/88 Submitted by: Gilbert Mechanical Contractors 3012 Clinton Ave So. Mpis. Mn. 55408 823-9156 -------------------------------------------- ------------------------°---------------- Path No. 1 Remote to supply Feeds Path No. 2 at Point A02 Feeds Path No. 3 at Point A03 feeds Path No. E at Point A15 Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev.Loss Next Ref Pt. ft . Pt Pv Pn Factor Addad Total fps in. Length Summary Length Lenqth per.ft Total Psi (ft.) Press P[. ---- --- --- -- --------- --- --- ------ ---- --- ---- --- --- --- ------ --° --- --------- -------- ---- ---- ----- (C= ------- 120 ) ------------ --- - C01 22. 00 37 .29 37. 29 -72. 12-13 .94 1.452 81. 00 T 6.00 87. 00 - .287 -24.93 12. 36 S01 S01 22. 00 12 .37 12. 37 8.20 26. 84 -43. 28 -8 .36 1.452 10. 00 10. 00 - .111 -1.11 11. 25 502 502 22. 00 11 .25 11. 25 8.20 27. 51 -15. 77 -3 .05 1.452 10. OC 10. 00 - .017 -0.17 11. 08 503 S03 22. 00 11 .08 11. 08 8.20 21. 29 11. 52 2. 23 1.452 10. 00 10. 00 .010 0.10 11. 18 S04 S04 22. 00 11 .18 11. 18 8.20 27. 41 38. 93 1 .52 1.452 10. 00 10 .00 .092 0.92 12. 09 SOS 505 22. 00 12 .09 12. 09 8.20 28. 52 67. 45 13 .03 1.452 101. 00 T 6.00 101. 00 .253 27.10 39. 19 A01 A01 22. 00 39 .19 39. 19 67. 45 2 .59 3.260 13. 00 13 .00 .005 0.06 39 .25 A02 A02 22. 00 39 .25 39. 25 61. 51 134. 96 5 .11 3.260 13. 00 13. 00 .016 0.23 39. 48 A03 A03 22. 00 39 .48 39. 48 45 .09 160. 05 6 .90 3.260 13. 00 13 .00 .030 0.39 39 .88 A04 A04 22. 00 39 .66 39. 88 10. 32 190. 37 7 .30 3.260 13. 00 13. 00 .034 0.44 40. 32 A05 A05 22. 00 40 .32 40. 32 10 .53 200. 90 7 .70 3.260 13. 00 13 .00 .037 0.48 40 .80 A06 A06 22. 00 40 .80 40. 80 10. 96 211. 66 8 .12 3.260 13. 00 13. 00 .041 0.53 41 .33 AOT A07 22. 00 41 .33 41. 33 11 .67 223. 56 8 .57 3.260 13 .OG 13 .00 .045 0.59 41 .92 A08 A06 22. 00 41 .92 41. 92 12. 51 236. 13 9 .05 3.260 13. 00 13 .00 .050 0.65 42. 57 A09 A09 22. 00 42 .51 42. 57 13 .67 249. 80 9 .58 3.260 13 .00 13 .00 .056 0.12 43 .29 A10 A10 22. 00 43 .29 43. 29 14. 94 264. 75 10 .15 3.260 13. 00 13 ,00 .062 0.80 44 .10 A11 A11 22. 00 46 .10 44. 10 16 .38 281 .13 10 .78 3.260 13 :00 13 .00 .069 0.90 45 .00 A12 A12 22. 00 45 .00 45. 00 17 .97 299. 09 11 .47 3.260 13. 00 13 .00 .079 1.01 46 .00 A13 A13 22. 00 46 .00 46. 00 19 .69 318. 79 12 .22 3.260 13 .00 13 .00 .087 1.13 47 .14 Aid A14 22. 00 0 .14 47. 14 21 .55 340. 34 13 .05 3.260 13 .00 13 .00 .098 1.28 48 .42 A15 A15 22. 00 48 .42 48 .42 23 .54 363 .88 8 .72 4.124 6 .00 3E 30.00 36 .00 .035 1.26 49 .70 Aifi A16 22. 00 49 .70 49. 70 363. 88 8 .72 4.124 25 .00 GCT 40.00 69 .00 .035 2.45 9.55( 22.00) 61 .69 A17 (C= 140 ) A11 61 .69 61 .69 250 .00 613 .88 3 .80 8.110 160 .00 ETG 75.81 235 .61 .003 0.61 62 .31 A18 A18 62 .31 62. 31 250 .00 863 .86 5 .35 8.110 300 .00 TT 93.10 393 .10 .005 1.93 64 .23 A19 A19 64 .23 Path K-factor = 107.79 -------------------------------------------------- ------------------------------------------------ Path No. 2 Grid Line to A Main (Fed 'oy Path No. i ) Ref Elev. Pressure (psi) K Flow (gpm) Veloc Oiam. Actual Fitting Fitting Total Frict.Loss EIev.Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Lengtn Summary Length Length per.ft Total Psi (ft.) Press Pt. ------------------------------------------------------------------°------------------------(C= 120 ?------ C02 22.00 31.36 37.36 -72.19-13.95 1.452 61.00 T 6.00 87.00 -.287 -24.96 12.38 306 S06 22.00 12.39 12.39 8.20 28.87 -43.33 -8.37 1.452 10.00 10.00 -.112 -1.12 11.27 507 S07 22.00 11.27 11.27 8.20 27.53 -15.79 -3.05 1.452 10.00 10.00 -.017 -0.17 11.10 S08 S08 22.00 11.10 17.70 6.20 27.32 11.53 2.23 1.452 10.00 10.00 .010 0.10 11.20 509 S09 22.00 11.20 11.20 8.20 27.44 38.97 7.53 1.452 10.00 10.00 .092 0.92 12.12 S10 510 22.00 12.12 12.12 8.20 28.54 67.51 13.05 1.452 101.00 T 6.00 107.00 .254 27.14 39.25 A02 A02 22.00 39.25 """""" Path K-factor = 10.78 Calculated by: J6 -------------- Checked by:.................................................... Page 3 Ser:*672025' Copyright 1964,J.Crowley,Crowley Design Group,Inc.,731 DeKalb Pike,King of Prussia,PA 19406 (215)331-7060 Hydraulic Calculations for KNOX LUMBER RETAIL STORE Job No: Date:6/21/88 Submitted by: Gilbert Mechanical Contractors 3012 Clinton Ave So. Mpls. Mn. 55408 823-9156 ----------------- ------ --------------------------- --------- Path No. 3 Grid Line to A Main (Fed by Path No. 1 ) Ref Elev. ?ressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev.Loss Next Ref Pt. tt. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. --°--------------------------------------------------------------------------------------(C= 120-j-----------°---- C03 22.00 31.62 37.62 -39.52 -7.64 1.452 111.00 T 6.00 117.00 -.090 -11.02 26.61 511 511 22.00 26.61 26.61 8.20 42.30 2.78 0.54 1.452 10.00 10.00 .001 0.01 26.62 512 S12 22.00 26.62 26.62 8.20 42.31 05.09 6.71 1.452 101.00 T 6.00 107.00 .120 12.86 39.48 A03 A03 22.D0 39.48 Path K-factor = 7.18 ---- Pa ------ th N --- o. -------- 4 C -------- Main - ----- to R -- is - er - - J - ct (Fed by Pa th No. 1 ) Ref Elev. Pressure (psi) K Flow (gpm ) 4eloc Diam. Actual Fitting Fitting Total Frict. !oss Elev.Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total Psi (ft. ) Press Pt. ___ _______ ___ ________ __ __--- -------- --- ---- --- ------ ------ --- ------------ ---------- ---- -(C= 120 ; C01 22.00 37. 29 37 .29 72. 12 2.78 3.250 73. 00 13. 00 .006 0.07 31. 36 C02 C02 22.00 37. 36 31 .35 72. 19 144. 31 5.53 3.260 13. 00 13. 00 .020 0.26 34. 62 C03 C03 22.00 37. 62 31 .62 39. 52 183. 83 1.05 3.260 13. 00 13. 00 .032 0.41 38. 03 COd COd 22.00 38. 03 38 .03 -10. 32 173. 51 6.65 3.260 13. 00 13. 00 ,028 0.37 38. 40 COS C05 22.00 38. 40 38 .40 -10. 53 162. 98 6.25 3.260 13. 00 13. 00 .025 0.33 38. 73 C06 C06 22.00 3E. 13 38 .73 -10. 98 151. 99 5.83 3.260 13. 00 13. 00 .022 0.29 39. 02 C01 C01 22.00 39. 02 39 .02 -11. 67 140. 32 5.38 3.260 13 .00 13. 00 .019 0.25 39. 21 C08 COB 22.00 39. 21 39 .27 -12. 57 127. 75 4.90 3.26D 13. 00 13. 00 .016 0.21 39. 48 C09 C09 22.00 39. 48 39 .46 -13. 67 114. 08 4.37 3.260 13 .00 13 .00 .013 0.17 39 .64 C10 C10 22,00 39. 60 39 .64 -14. 94 99. 13 3.80 3.260 13. 00 13. 00 .010 0.13 39. 78 Cll Cit 22.00 39. 76 39 .78 -16 .38 82. 75 3.17 3.260 13 .00 73 .00 .007 0.09 39 .87 C12 C12 22.00 39. 87 34 .87 -17. 97 64. 79 2.48 3.260 13. 00 13. 00 .005 0.06 34. 93 C13 C13 22.00 39 .93 34 .93 -19 .69 45. 09 1.73 3.260 13 .00 13 .00 .002 0.03 39 .96 C14 Cid 22.00 39. 96 39 .96 -21 .55 23. 54 0.90 3.260 13 .00 13 .00 .001 0.01 39 .97 C15 C15 22.00 39 .97 39 .91 23 .54 4.55 1.452 222 .00 2T 12.00 234 .00 .036 8.45 48 .42 A15 A75 22.00 46.42 """" "" Path K-factor = 3.36 Calculated by: JG -------------- Checked hY:--------------------------------------------------- Page 4 Ser:*672025* Copyright 1984,J.Crowley,Crowley Design 6roup,[nc.,731 DeKalb Pike,King of Prussia,PA 19406 (215)337-1060 HyBraulic Calculations for KNOX LUMBER RETAIL STORE Job No: Date: 6/21/88 Subm itted 6y: Gilbe rt Mechanical Contr actors 3012 Cl inton Ave So. Mpls. Mn. 55408 823-9156 Summary of flows th rough piping Ref Flow Ref Actua i Fittinqs Fitti ng Total Di ameter C Friction Loss Velocity Pt. Pt. length ........ .. Lengt h Lengt h Factor Unit Total A01 «< 67. 451 «< A02 13. 00 0. 00 13. 00 3.260 120 0.005 0.064 2.59 A01 »> 67. 451 »> 505 101. 00 T 6. 00 107. 00 1.452 120 0.253 21.095 13.03 A02 u< 134. 960 «< A03 13. 00 0. 00 13. 00 3.280 120 0.018 0.231 5.17 A02 »> 67. 508 »> S10 101. 00 T 6. 00 707. 00 1.452 120 0.254 27.138 13.05 A03 «< 180. 053 «< AOG 13. 00 0. 00 13. 00 3.260 120 0.030 0.394 6.90 A03 »> 45. 093 »> S12 101. 00 T 6. 00 104. 00 1.852 120 0.120 12.964 8.71 A04 «< 190. 312 «< A05 13. 00 0. 00 13. 00 3.260 120 0.034 0.437 4.30 A04 »> 10. 319 >» COd 222. 00 2T 12. 00 234. 00 1.452 120 0.008 1.838 1.99 A05 «< 200. 900 «< A06 13. 00 0. 00 13. 00 3.260 120 0.037 0.483 7.70 A05 »> 10. 528 »> COS 222. 00 2T 12. 00 234. 00 1.452 120 0.008 1.907 2.03 A06 «< 211. 885 «< A07 13. 00 0. 00 13. 00 3.260 120 0.041 0.533 8.12 A06 »> 10. 985 »> C06 222. 00 2T 12. 00 236. 00 1.452 120 0.009 2.063 2.12 AOT «< 223. 557 «< A08 13. 00 0. 00 13. 00 3.260 120 0.045 0.588 8.57 A07 »> 11. 673 »> C07 222. 00 2T 12. 00 234. 00 1.452 120 0.010 2.309 2.26 A06 «< 236. 132 «< A09 13. 00 0. 00 13. 00 3.260 120 0.050 0.651 9.05 A08 »> 12. 575 »> COB 222. 00 2T 12. 00 234. 00 1.452 120 0.011 2.649 2.43 A09 «< 249. 803 «< A10 13. 00 0. 00 13. 00 3.260 120 0.056 0.722 9.58 A09 »> 13. 611 »> C09 222. 00 2T 12. 00 234. 00 1.452 120 0.013 3.092 2.64 A10 «< 264. 746 «< A11 13. 00 0. 00 13. 00 3.260 120 0.062 0.600 10.15 A10 »> 14. 944 »> C10 222. 00 2T 12. 00 234. 00 1.452 120 0.016 3.646 2.89 All «< 261. 126 «< A12 13. 00 0, 00 13. 00 3.260 120 0.069 0.899 10.78 A11 »> 16. 380 »> C11 222. 00 2T 12. 00 230. 00 1.452 120 0.018 4.321 3.17 A12 «< 299. 093 «< A13 13. 00 0. 00 13. 00 3.260 120 0.078 1.008 11.47 A12 »> 17. 966 »> C12 222. 00 2T 12. 00 234, 00 1.452 120 0.022 5.124 3.47 A13 «< 318. 786 «< A14 13. 00 0. 00 13. 00 3.260 120 0.087 1.134 12.22 A13 »> 19. 694 »> C13 222. 00 2T 12. 00 234. 00 1.452 120 0.026 6.076 3.81 A14 «< 340. 340 «< A15 13. 00 0. 00 13. 00 3.260 120 0.096 1.280 13.05 A14 »> 21. 554 »> C14 222 .00 2T 12. 00 234. 00 1.452 120 0.031 7.180 4.16 A15 «< 363. 879 «< A16 6. 00 3E 30. 00 36. 00 4.124 120 0.035 1.277 8.72 A15 »> 23. 539 »> C15 222 .00 2T 12. 00 234. 00 1.452 120 0.036 8.451 4.55 A16 «< 363. 679 «< A11 25. 00 GCT 44. 00 69. 00 4.126 120 0.035 2.447 8.72 A17 «< 613 .879 «< A18 160 .00 ETG 75. 61 235. 81 8.110 140 0.003 0.614 3.80 A18 «< 863. 679 «< A19 300. 00 TT 93. 10 393. 10 8.110 140 0.005 1.927 5.35 C01 «< 72 .116 «< C02 13 .00 0. 00 13. 00 3.260 120 0.006 0.073 2.76 CO1 »> 72. 116 »> S01 81 .00 T 6. 00 87. 00 1.452 120 0.267 24.932 13.94 C02 «< 144 .309 «< C03 13 .00 0. 00 13. 00 3.250 120 0.020 0.262 5.53 C02 »> 72. 193 »> S06 81 .00 T 6. 00 B7. 00 1.452 120 0.287 26.981 13.95 C03 «< 183 .826 «< C04 13 .00 0. 00 13. 00 3.260 120 0.032 0.410 1.05 C03 »> 39 .518 »> S11 111 .00 T 6. 00 111. 00 1.452 120 0.094 11.019 1.64 COA «< 113 .508 «< C05 13 .00 0 .00 13. 00 3.260 120 0.028 0.368 6.65 COS «< 162 .979 «< C06 13 .00 0. 00 13. 00 3.260 120 0.025 0.328 6.25 C06 «< 151 .995 «< C07 13 .00 0 .00 13. 00 3.260 120 0.022 0.288 5.83 C07 u< 140 .322 «< COS 13 .OD 0. 00 13. 00 3.260 120 0.019 0.249 5.36 COB «< 127 .74T «< C09 13 .00 0 .00 13. 00 3.260 120 0.016 0.209 4.90 C09 «< 114 .071 «< C10 13 .00 0 .00 13. 00 3.260 120 0.013 0.169 4.37 C10 «< 99 .133 «< C11 13 .00 0 .00 13. 00 3.260 120 0.010 0.131 3.80 C11 «< $2 .753 «< C12 73 .00 0 .00 13. 00 3.260 120 0.007 0.094 3.17 C12 «< 64 .787 «< C13 13 .00 0 .00 13 .00 3.260 120 0.005 0.059 2.48 C13 «< 45 .093 «< C14 13 .00 0 .00 13. 00 3.260 120 0.002 0.030 1.73 Calculated 6y: JG Checked by: -- - ----- ---- -------- ------ ------- ---Page 5 Ser: *6720 25* Copyr ight 1984,J --- - .Crow --- ley, -- -- Crowiey Design Group,Inc. ,13 1 DeKalb Pike,King of Pr ussia,PA 19406 (215)337-7060 Hydraulic Calculations for HNOX LUMBER RETA R STORE Job No: Submitted by: Gilbert Mechanical Contractors 3012 Clinton Ave So. Summary of flows through pipin9 Ref Flow Ref Actual Fittings Fitting Total Oiameter C Pt. Pt. Length ......... . Length Lengt h Factor C14 «< 23 .539 «< C15 13.00 0.00 13. 00 3.260 120 S01 »> 43 .278 »> S02 10.00 0.00 10. 00 1.452 120 S02 »> 15 .772 >» 503 10.00 0.00 10. 00 1.452 120 303 «< 11 .521 «< SOd 10.00 0.00 10. 00 1.452 120 S04 «< 38. 934 «c 505 10.00 0.00 10. 00 1.452 120 506 »> 43 .321 »> S07 10.00 0.00 10. 00 1.452 120 507 »> 15 .494 »> S08 10.00 0.00 10. 00 1.452 120 SOB «< 11 .527 «< 509 10.00 0.00 10. 00 1.452 120 509 «< 38. 966 «< S10 10.00 0.00 10. 00 1.452 120 S11 <c< 2 .185 «< S12 10.00 0.00 10. 00 1.452 120 Date:6/21188 Mpls. Mn. 55406 823-9156 Friction Loss Velocity Unit Total 0. 001 0.009 0.90 O. tii 1.114 8.36 0. 017 0.172 3.05 0. 010 0.096 2.23 0. 092 0.916 1.52 0. 112 1.117 9.37 0. 011 0.173 3.05 0. 010 0.096 2.23 0. 092 0.918 7.53 0. 001 0.007 0.54 Calculated by: JG -------------- Checked bY'---------------------------------------------------- Page 6 Ser:*612025* Copyright 1984,J.Crowley,Crowiey Oesign Group,Inc.,731 DeKalh Pike,King of Prussia,PA 19406 (215)337-1060 • ° ?- r. 1- I t? ( k 1 ? oc?? r?ti • n,? c /., ? .,z1,A4- T'rr? ? l,gD Av? ????-? ----------------------------------------------------------------------------------------------------- 5 U M Y .4 R Y 0 F H'{ D R A U L: C C A L C U L o T i O N S r 0 R KNOX LUM6Ei2 WAREHOUSE ?/ l; S£3 ---------------------------------------°------------°-----------------------°---°--------------------°----------------- SubmiCtea hy: uiibert wecnanical Contraccors 3012 Clinton Ave So. Mpls. Mn. 55408 823-9156 -------------------------------------------------------°-------------°------------------°-------------------------------- DESiuN SPECiFICA?;ON5 dens+ty: 0.16 Design area: 2600.03 tiATEB SUPPLY 70.00 psi at 0.00 gpm 52.3C ps; at 5020.00 gpm SYS7EM DEMoND FOR MINIMUM DENSITY 63.55 psi at 105-0.4i gpm ( 6.00 psi Safety Fac[or) Li:t oi H .:inp Aobreviations Code Jescriotion Code ue,criec+en I Code uescription Code Jescription Code Description Code Description A kla^^ Va E Elbow i --°-- - - N, p l; a abCC'TIy V ' JBIl1sB Vd - - J ' __"__ --------- ?? ---------- ? ---------- y C Check Va u Ga[e Va _ __ K - - 0 S h' ? D^yP?peVa n ---------- -- - ----- L Lor.giurnEi ---------- P --------- --------- T ---------- -----°--- ,( ---------- Example: Fitting aboreviation or 'T2EC' neans: One , cwo elnow , and one Check Va Caicu:atec by: .;G -------------"heckee oY'.................................................... Page 1 Ser.*672025* Copyri9ht 1584,J.Crowiey,Crowley Design Group,i^c.,731 DeKalb Pike,King or Prussia,Pk 19406 (215)337-7060 dyaraelic Calculations for 'hNOX L'JMBE3 WAREnCuSi ?oc No: :ate:7/1/&8 Su6mitted oy: Gilbert Mecnanical CoFltractors 30?2 Ciinton Ave So. Mpis Mn. 55408 823-9156 5ummary or soricKier and 'iose iiows Requtireo fiow and pressure is ba;ea on sprinkler k-iacto^, a^ea covereo, and minimur rcu :e pressure for a design density ef .18 Suppiied f{ow and pressure is based on 63 ,55 ps+ ava41a61e at supoly ( 59.55 ps i is actu aiiy available ) Ref. S Requi red Suppiied 'exeess 'low Required Supplied Pressure cxcess P ressure Ref. Pi. Factor Pio w Flow Percen tage Pressure o? pV ?\ oerce ntaqe Pt. 10 --- S. - iu 23 --- .40 -------- 23.40 ------ 0.0 ----- ? ------- 3.35 ---- 8 -- .35 ----- 0.00 ---- 8 --- .35 °----- 0 ------- .01 $ --- 10 11 B. 10 23 .40 24.30 3.8 % 3.36 9. 00 0.00 9. 00 1. 8i $ 1? 12 5. 10 23 .40 27.38 11.0 $ 8.35 11. 43 0.00 11. 43 36 .91 $ 12 13 8. to 23 .40 30.45 30.1 $ 8.35 14. 13 0.00 14. 13 69 .37 ; 13 id 5. 10 23 .40 32.08 37.1 % 8.35 15. 68 0_00 15 .68 87 .90 % 14 H u. 00 SOO .Co 300.00 J.v $ 11.30 00. 16 : OB 60. 16 1,4033 .93 % H 20 8. 10 23 .40 23.44 0.2 % 8.35 8. 37 0.00 8. 37 0. 33 ; 2G 2'1 8. 10 23 .40 24.33 4.5 $ 3.35 9. 03 G.00 5 03 0. 15 $ 21 22 - 8. 10 23 .40 27.42 17.2 % 8.35 11. 46 0.00 11. 46 31. 35 $ 22 23 B. iO 23 .40 30.50 30.3 % 8.35 14. 18 0.0D 14. 18 6S. 89 ? 23 24 8. 10 23 .40 32.13 37.3 % 8.35 15_ 13 0.00 15. 73 88. 43 ? 24 30 8. 10 23 .40 23.59 3.2 % 9.35 8. 48 0.00 8. 46 1. 60 $ 30 31 8. 10 23 .40 24.49 4.6 $ 8.35 9. 14 0.CC 9. 14 9. 51 ? 31 32 8. 1D 23 .40 27.59 t?., % 3 35 11. 60 0.00 11. 60 39. 06 $ 32 33 c. iG 23 .40 30.69 31-1 $ 8.35 14. 35 0.00 14. 35 71. 93 ? 3; 34 B. 1o 23 .40 32.32 38.1 $ 8.35 15. 92 0.00 15. 92 90. 78 $ 34 40 S. 1C 23 .43 23.87 2.0 % 8.35 8. 68 0.00 8. 58 4. 06 $ 40 41 3. :0 23 .40 24.18 5.9 $ 8.36 9. 36 MQ 9. 36 12. i5 ? 9i 42 0. 10 23 .40 29.92 19.3 % 8.35 11. 85 0.00 '1. e8 42. 35 $ 42 43 8. 10 23 .40 31.94 32.9 % 6.35 14. 59 O.uO 14. 69 76. 00 $ 43 44 8. 10 23 .4G 32.69 39.7 k 8.35 16. 29 0.00 15. 29 95. 22 $ 44 ,alculated 6y:_JG ---°----------Checked eY' ----------------------------------------- -------PzSe 2 Ser:*672025* Copyright i984,J.Crowley,Crowley Design Group,tnc.,73: DeKaih Pike,King o* ?russia,PD. ;940o' (215)337-7060 ?,ydraulic Calculations ?or NNCX UL'MBER 4AREHCUSE Job Ao: Jate-1/1/88 Su6mitted by: GilberY Machanical ConYractors 3812 Clinton Ave So. Mpls. Mn. 55468 823-9156 - - -°----°°------------------------------?-------------------------------------?------------------------ Path No. 1 Remote to supply Feeds Path No. 2 at Point 8 Feeds Path No. 3 at Poirtt C -eeds ?ach Vo. d at )eir,: J Rei Elav. °^essu'e (psi) ;low (gpm) Veloc D;am. Actuai ritCing FiCting Total Frict.toss Eiev.Loss Next Ref Pt. ft. Pt Dv Pn facmr Added Total fps in. Lengch Semma,y Length Length per.ft Total Ps; (ft.) Press Pt. (C= 100 ) 10 21.00 8.35 8.35 5.10 23.40 23.60 4 .52 1.452 13.00 13.00 .050 0.65 9.00 11 11 21.00 9.00 9.00 8.10 24.3D 47.7G 9.22 1.452 13.00 12.00 .167 2.93 11.43 12 12 21.00 11.43 11.43 8.10 21.38 75.08 1C.75 1.637 13.00 13.00 .208 2.71 14.13 13 13 21.00 14.13 14.13 8.10 30.45 105.53 9.27 2.154 3.00 i3.00 .119 1.55 15.68 14 14 11.00 15.68 15.68 8.10 32.08 137.61 12.08 2.154 44.uG i 7.14 51.14 .194 5.94 9.11( 21.00) 34.74 ki A1 34.74 34.74 137.61 12.06 2.154 2.00 i 7.14 9,i4 .194 1.78 36.5; A A 36.51 36.51 137.61 3.30 4.125 11.00 ?7.00 OC6 0.03 36.6C 3 8 36.60 36.50 137.82 276.43 6.60 4.;24 11_00 ;1.Ga .03J M3 36.92 C C 36.92 36.92 138.6? 414.10 5.92 4.124 10.0C 10.00 .063 G.63 37.55 D D 37.55 37.55 14"u.31 554.41 53.28 4.124 25.00 i 14.2? 35.27 .108 4.25 97.81 E E 41.oi 4',.6i 554.41 13_26 4.1.4 130.00 E£ 14.27 144,27 .108 '5.52 57.43 F F 57.43 57.43 554.4" 5.59 6.357 20.00 GC 24.98 14,96 .013 0.59 58.02 G (C= 140 ) G 53.02 58.02 554.41 5.59 5.367 225.00 EET 77.14 302,14 .007 2.13 60.16 H H 60.16 60.i6 50D.?u 1C54.4 6.31 6.249 350.00 :EE?7?-z 170.2 520,24 .007 3.39 63.55 I I 63.55 Pai n K-ractor = 132.27 -°°-- - ------------------------------- Path No. 2 Grid Line to .4 Main (Fed by Azth No. ', ) 2ef Elev. Pressu^e (psi) K F?ow (gpm) Veloc Oiam. Actuai Fittir.g Fitting iotal `rict.Loss Elev.Loss yext Ref Pt. ft. Pt Pv Pn Factor Added Total fps in_ Lengtn Sumr;ary Leagtn l.ength per.it 7oCa'. Psi (ft.) Press Pe. (C= 100 )1 -- ^ 20 21.00 8.37 8.37 8.1G 23.44 23.44 4.53 1.452 13.3C 13.00 .050 0.65 9.03 2i 21 21.00 9.03 9.C3 8.10 24.33 47.77 9.23 1.452 13.00 3.00 .181 214 it46 22 22 21.00 11.46 11.46 8.10 27.42 15.20 10,76 1.681 13.GC 13.00 .204 2.72 14.1E 23 23 21.00 14.18 14.18 8.10 30.50 105.70 9.28 2.154 13.00 13.00 .119 1.65 15.13 24 24 21.00 15.73 15.73 8.10 32.13 137.82 12.10 2.154 44.00 T 7.i4 51.14 .145 5.91 9.11( 21.00) 34.81 81 31 34.81 14.81 :17.82 :2.:', 2.154 2.?G ? 7.14 3.114 .195 '..78 36.60 B B 36.60 Patn K-tac[or = 22.7E 'alcu!awc ay:_,2 ---------------?:nac,ac -y:---------------------------------------------------- ?age 3 Ser:+"6?2025* Copyrignt 1984,J.Crowiey,Crowiey Design Graup,Inc.,731 DeHalh P'tke,H'tng of Prussie,Pk 19406 (215)337-7060 -ycraC ic Calculations iar BNGR WY9ER nAdE-CGSc Joo [No: Jate:7/1/88 Sub'mitted '6y: Gil6ert 4chanicai Contrac:ors 3012 Clinton Ave So. Mpls. Mn. 55408 823-9156 --------------------------------------°------------------------------------------------------------------------------°--- ------------------°------------°------------------------------------------------------------------°---------------- Path No. 3 Grid Line Co A Main (red by ?ath No. 1 ) Rai Elev. Pressure (psi) R Flow (gpm) `Je!oc Diam. P.ctual Fit±ing Pitting iotal Frict.loss E'iev.Loss Next Ref Pt. ft. Pt Pv Pn Factor A6ded Total ?ps in. :eng;n Summary ength Lengtn per.f[ iotal Psi (ft.) Press Pt. -----------------------------------------------------------------------------------------------°-------------------------- ---- ------------------------°------- ----------- (C= 100 ) 30 21.30 8.48 8.48 8.10 23.54 23.59 4.56 1.452 13.00 13.00 .051 0.65 3.14 31 31 2i,?G 9.i4 9.14 ^o.tC 24.49 46.01 ;.29 1.452 13.00 13.0u .150 2.4? 11.60 32 32 21.00 11.60 11.60 8.1C 27.59 70.67 10.83 1.687 13.00 13.00 .211 2.75 14.05 33 33 21.G0 14.35 14.35 9.1"v 300.69 106.36 9.34 2.154 13.00 13.00 .121 1.57 15.92 34 34 11.0C 15.92 15.92 8.10 32.32 138.69 12.18 2.154 44.00 i 7.1; 51.14 .197 10.08 9.11( 21.00) 35.12 01 C1 35.12 35.;2 138.61 12.16 2.154 2."v@ T 1.1.4 9.14 .797 t.80 36.42 C C 36.92 Patn K-ractor = 22.32 rath No. 4 C Ma*n to Riser Jct ;Fea fly ?a;n No. ", ) Ref clev. Pressure (psi; S F'Iow (gpm) Veioe Oiam. Actda' .Fi.*ing Fitting Tctal Fric:.!css clev.Loss Next Ref Pt. ft. Pt Pv Pn Fac:or Adaetl Total fps in. Lengtn Sumnia^y Leng;r? Lengtn per.ft To[al Psi (ft.) Press Pt. -------------------------------------°--^-°--'---------'-------------------°-°----------------------°°---`----------- ---'- - - '--------°-°----- -----'--------- - ------"-'---- (C= lu0 ) AG 21.G13 6.66 8.68 8.10 23.87 23.61 4.61 1,.452 13.GC 13.3i S52 0.68 9.36 dl 41 21.00 9.36 9.36 8.10 24.78 48.55 9.40 1_452 13.00 13.00 .194 2.52 11.88 42 42 21.00 11.88 1).83 8.10 27.92 15.57 10.95 1.681 13.00 33.0G .216 2.81 14.69 43 43 21.0u 14.69 14.69 B.10 31.04 107.61 9.45 2.151 13.C0 3.00 .123 1.6d 10.29 44 44 21.00 16.29 16.29 8.10 32.69 140.31 12.32 2.154 44.OG ' 7.1G 51.14 .202 10.31 9.11( 21.00) 35.71 Di D1 35.11 35.71 140.31 12.32 2.154 2.00 T 7.14 9.14 .202 1.86 37.55 D C 37.55 Path K-factor = 22.50 ?aicu zrec 'ay: ?2 ----- ---------- Checked bY:---------------------------------------------------- Page 4 Ser.*672025* Copyrigh; iSEG,J.Crowiey,Crowley Design uroup,Inc.,731 DeKatb Pike,King of Prussia,PA 19406 (215)337-7060 -ydrau;ic Calcu:atio^s =c, ;tNCX .JNBEd ?dRENGJSE jeb Uo: Su6mitted by: Gilhert Mechanical Contractors 3012 Clinfon Ava So. Summary er f lcws tnrougn ?iping oace:7/1/6S Mpis. Mn. 55408 623-9156 Ret Fiow def Actual Fittings F itt ing Total Diameter C Friction Loss Velociry P;. Pt. Lengtn ......... . Lenqth LengC h ractor Unit Total '.y <« ZS. CJJ << !i :i. N ?. VV .3. .J 1.4522 ?30 0.050 1?.6]1 4. 52 11 «< 47. 696 «< 12 13. 00 0. 00 13. 00 1.452 l0u 0.17 2.429 9. 22 ;2 «< ",S. ?iS «< 13 3. 00 0. 30 i3. 00 1.62i 100 0.208 2.708 10. 75 i3 «< iu5. 530 u< iG 13 .0u 0. 00 13. OG 2.154 1GG C.119 1.54? 9. 27 14 131. 505 «: q', 14, Cu ? 7. 14 51. 14 2.15d iC0 @.i9-0 9.941 12. 08 20 <r. 23. 638 «: ;; 13 .00 O. OG 13. 00 1.452 10u 0.050 0.653 4. 53 21 :« C7. 'i? :« 22 ". uC 3. J1. 3. 30 .Si "Ou 0.187 2.43i 9. 23 22 «: 45. 195 <u 23 1; .00 0. 00 13. 00 1.637 100 0.209 2.716 10. 76 23 «< 105. 695 <:< 24 13 .00 u. 0u 13. ?0 2.?04 {u: ?.?19 ?,551 9. 26 24 131. 620 <:< Ei 44 .uC i 7. 14 51. 14 ;.li: 1"vC C.ii+ S.57c 12. 10 30 «< 23. 526 «< 31 13 .100 0. 00 i3. 00 1.452 100 0.051 0.660 4. 56 31 «c 68. 073 «< 32 13 _00 0. 00 13. 00 1.452 100 0.190 2.465 9. 25 32 <:< 15. 566 «: 33 i3 .JB 0. 00 i3. 00 1.687 1V C.2ii 2.743 10. 83 33 «< 106. 352 <« 34 13 .00C 0. 00 i3. 00 2.154 100 O.S2i 1.569 9. 34 34 «< 138. 613 «< C1 44 .00 i 7. 14 51. 14 2.154 100 0.197 10.084 12. 16 40 «< 23. 871 u< 41 i3 .130 G. 00 i3. GG 1.45: i3l. 0.052 0.675 4. 61 41 <« 48. 652 <« 02 13 .00 0. 00 13. CC 1.452 100 0.194 2.520 9. 40 42 «< 16. 570 43 13 .00 C .00 '3. 0L 1.687 tOG 0.216 23G9 10. 96 43 «.: 7?7. 513 46 ?3 .00 0. 00 13. 00 2.154 100 0.123 1.604 9. 45 <; <u i4C. 308 :« pt 44 .00 ': 7 .14 51. 14 2.154 ?OC G.202 10.305 12. 32 A »> 137. 606 »> A1 2 .00 T 9. 14 9. 14 2.154 100 D.196 1.778 12. 06 p ::< 137. 606 «< B iu .OC 0 .00 iC. OG 4.124 iV0 0.008 0.082 3. 30 a %>% 131. 320 »> B1 2 .00 T ?. 14 9. 14 2,164 100 0.;95 1.78i 12. 10 B <:< 275. 426 <<< C ti .00 0 .00 11. 00 4.124 100 0.030 0.321 6. 60 C ?» i38. 673 »> i,i 2 .00 i i .i4 9. 14 2.154 io0 u.1i7 1.802 i2. i2 ? <:< 614. 095 «< p ;C .OC C .uG 1G. Cu E.124 1GG G.063 0.631 9. 92 J 140. 308 :>> 01 2 .00 7 ? .14 9. 1' 2.154 1G0 ?.2C2 i.841 12. 32 D «: 55C. 406 25 .00 i 1E .27 35. 27 4.124 103 O.1GS 4.253 13 .26 c «: 564. 400 <u F ;iO .CC EE 14 .21 144. 27 4.124 iGO O.i36 15.625 13. 28 F «< 554. 406 «<. G 20 .00 GC 24 .58 44. 98 6.361 100 O.G13 0.592 5. 5S G :<. 554. :u6 «< ? 225 .00 ==T ?7 .14 302. 14 5.357 140 0.007 2.135 5. 59 i{ «< 1054. 4C6 «< i ?SO .uu EEETTG 170 .24 520. 24 8.24S 140 0.007 33SG 6 .3; ?alculated by: iG Checked bY'--------------------------------- ----------------- -Page 5 Ser:*672025* Copyright 1984,J Crowiey,Crowley Desion 6rou?,inc.,73' DeKaio ?iice,King ot Prussia,PA iSEufi (215;337-706u ? S U? ? ? ? m m N ? ? h M1 M ? P7 ?i N ? d x Q ? r AbbRlE35 ` aqD S OCCUPANf QIEAT i.OSS SULD 8Y Aiu EleehlcuB WCWN pp 7Yi't OF HEAT 1AAlC ? - r +?od.t ?i b 5«l00 11IPU7 THFR6tUStAT ? Vnlr* -- ?fmlt t_1mli SvBFIqD Fon Ssll ing - Prlot 7rpe ?. Plfol AARolks _..? Pllo# 16&! F`ilal Tlminp _ L. W. Cnf Oj1 _ o , "OUSE HIEATING 7EST RECORb U• ? %L /? ?? ' o AOaT, -- IF[.OOAt CDTY DINi?iEFd ?StP?t1RB OATE NF@ 9AIST. `GAS CO. METEft gApGE aNsTaL LE n ar ? ? ?A ? Cn: Llv,e $?? ST?Aai ,.? SPqCE JITR. !lNFT HTR. .?? OTHEdi ? tiAS DES1?A ----?? M/lKE diF BUOtF6ER COIYERSIOIf W v ?? Ab1s1 ?' Cwt B ROL s - Neal PPup IWax. BTU qo 0? 7qRKL OF FVRNAC4 Matttll r ? V?al S{xs ' ' ? KINp ?F L0NER n D.ofr itnod SI??------__._NO?01 5 n F,IopfeB --------..?ar .. ? ChMoahq Loeafluw ------------- ? ChlannOy Coashucflon Uo6 8on?6 Wbfq Waie 7.:? 7op ?ute Prsaaun Prsalun 3.5 W.C . ? n LJY??Bnp fnsl. W J ? F °x LL inpoo rr-N /-S9 ,md F?u Z_ .6 °? ?ol+ T.,t4J StucA Tsanp, p 2 - ??? Tas PQrClfl? e'.O ,??L(y ? _..-. NahM 4F TOlI . -IN Form 73S % _ 0 w ? w CITr' OF EAGAN Permit No: Date: 3830 Pilot il"hob Road Meter No: Size: P.O. Box 21199 Reader No: D.te: so Eagan, MN 55121 Owner: Site Address: Plumber. Conn. Chg: Zoning: Acct. Dep No. of Units: Permit Fee: Surcharge: 1 agree to comply with the City of Eagan Tr. Plant Ordinances. Meter. Misc.: By &Q,)7;i. J/JCccE ff. S GL D�? //f WATER SERV PERMIT • CITY OF EAGAN Permit No: Date: 3830 Pilot Knob Road B/P No: Date: P.O. Box 21199 Eagan, MN 55121 Owner: Site Address: Plumber: MWCC: Zoning City Chg: No. of Units: Acct. Dep: I agree to comply with the City of Eagan Permit Fee: Ordinances. Surcharge: Misc.: By SEWER SERVICE PERMIT CITYOOF EAGAN Permit No: Date: 3830 Pilot Krtob Road B/P No: Date: P.O. Box 21199 Eagan, MN 55121 Owner: Site Address: Plumber: MWCC: Zoning. City Chg: No. of Units: Acct. Dep: I agree to comply with the City of Eagan Permit Fee: Surcharge: Ordinances. Misc.: B SEWER SERVICE PERMIT • 1 4794 L CITY OF EAGAN Permit No.• Date: 3830 Pilot Knob Road Meter No.: . Size: P.O. Box 21199 Reader No.• Date: Eagan, MN 55121 Owner: , Ic. gInnej T r ^r#rty! krrsSrs 2W, 7?1 Site Address: Plumber: SPRINKLER (water only) METERS ARE TO BE INSTALLED AHEAD OF I agree to comply with the City of Eagan DOMESTIC METER ON WATER Ordinances. LINE. CREDIT WILL NOT BE GIVEN FOR DEDUCT METERS. By *.Ar,Y PERMIT • . � � . , . � � , Use BLUE or BLACK Ink � r________________^ � For Office Use � Cit of �a ; Permit#:�����/ � � �a� � . ` �� , 3830 Pilot Knob Road � Permit Fee: ���!. � Eagan MN 55122 �����V�D � � � I Phone: (651) 675-5675 I Date Received: 3 / I Fax: (651) 675-5694 ��(� � � ���� j Staff:_ .� � I �------- ---------� 2014 COMMERCIAL BUILDING PERMIT APPLICATION � .J � _�,�.J�f`..� ���v�� - �'��,� cS _ �1 � Date: Site Address:_ �,�1 � �_/'�,/� t Tenant Name: ��►'')�S{� �_..��,` � (Tenant is: x New/ Existing) Suite#: ��Y� Q� er Tenant: 1��2�J,�'�� Name:��l�V T'��j�(���J'��� .Q,s�_�..Pbone: lD�� � ���-c..�% Property Owner Address/City/Zip: �l.J� C� ���,(�, (�fl� �t,l� � ��. � ` '�' Applicant is: �'° Owner Contractor ���� �,� �� � Type of Wot'k Description of work:�—�,�/�`1LA,/1'"� �+,rV�,�/1�'-�.,�_� ;'y��r'1—# �AJ � �;,/ _ _ I��.i `i,t. Construction Cost: � � +a v�j Name: I . +L..���.,-'� License#: Address: �� �U ,.� � ���,"� Contractor ` city: State: � r `�'Zip: ��t`J�� Phone:_ � �f1 J " �� � _ ���1� Contact: ail: /. (� '� � Name: � i�C7 �( � /�"'�..C ��b�stration#: �� ��� Architect/Engineer Address:_�v� �% �(,� ��� �� ,�,/'���� ���;j(� State: �1�ip:_ ���� Phone: ��( ` ���' ��C� Contact Person� ail: � G"YYl l;/ �-1f1`�.,� ,(,�''�( � Licensed plumber installing new sewer/water service: Phone#: � NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons fhat would permit the City to conclude fhat the are trade secrefs. 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 orp 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 r 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 i ires,�i iew and approval of plans. �.s X � C�l G-�� �"�. G�' X Applicant's Printed Name Ap ica t's Sign ure Page 1 of 3 �� ` ` , � ���-� L�x� ��n ��� I ��"ol'7/ � 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 Sidin 9 Demolish Building* _ Addition _ Exterior Improvement Reroof Demolish Interior _ Alteration _ Repair Windows _ Demolish Foundation _ Replace _ Water Damage Fire Re air _ p Retaining Wall _ Salon Owner Change *Demolition of entire buildin �ve PCA handout to applicant 9-9� DESCRIPTION Valuation ��7'G, p�;� �' Occupancy � � � '�-- MCES System � Plan Review v'� Code Edition ZQ SAC Units (25%_100%� Zoning � City Water � Census Code Stories Booster Pump #of Units � Square Feet PRV #of Buildings � Length Fire Sprinklers � Type of Construction �" �j 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 _AidGas 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: �" jYes No � Reviewed By: ��1",� , Building Inspector Reviewed B Y� , Planning COMMERCIAL FEES BaseFee Iq-?L.7S� WaterQuality Surcharge $$'.oa Water Sampling Fee Plan Review RS`�.$y Water Supply & Storage(WAC) MCES SAC Storm Sewer Trunk City SAC Sewer Trunk S&W Permit& Surcharge Water Trunk Treatment Plant Street Lateral Treatment Plant(Irrigation) Street Park Dedication Water Lateral Trail Dedication Other: Water Quality ,� TOTAL 2, 5�2 I. L� Page 2 of 3 . � 1��� � Dale Schoeppner October 30, 2014 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 Enterprise Holdings, LLC to be located at 2905 Lexington Avenue S., Suites 101 & 102 within the City of Eagan. The City will be charged no SAC Units for this project, as determined below. SAC Units Charges: Office 5244 sq. ft. @ 2400 sq. ft. /SAC 1.37 Meeting 298 sq. ft. @ 1650 sq. ft. /SAC 0.18 Parking Garage 2 f. u. @ 17 f. u. /SAC 0.12 Vehicle Drivers 10 drivers @ 28 drivers/SAC 0.36 Wash Bay 2 bays @ 3 SAC/Bay 6.00 Total Charge: 8.03 Credits: Office/Warehouse (SAC Paid 3/01) 15906 gsf tenant/51672 gsf of building =0.27 10.9 SAC Paid—1 SAC wash bay x 27% 2.67 1 wash bay @ 1 wash bay/SAC 1.00 Site Specific Credits 5.00 Total Credit: 8.67 Net Credit: -0.18 or 0 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: 141030A8 Determination expiration: 10/30/2016 cc: Eddy Dehmer, Shingobee Builders (email) �.- Amy Griffin, Eagan (email) ��.,_,-�°-'""`� File, MCES �° �� •..- . � :� - . - . .� ��� . . �.� � . • �•�� - . . . . ��°T'��F'�LI°�'A.� � . •... . - � � U �i C ! l, ���� �fd�� c� Use BLUE or BLACK Ink � as -----------------, � � For Office Use � , � ,,�,7� X�j � ��� V��� �� � � � �(� j Permit#: ����" I � � I I I Permit Fee: � 3830 Pilot Knob Road �' ' ' ` � �` I Eagan MN 55122 I Date Received: � I � Phone:(651)675-5675 � Fax:(651)675-5694 � Staff: � -----------------� 2014 COMMERCIAL PLUMBING PERMIT APPLICATION �Please submit two(2)sets of plans with all commercial applications. Date: � �""��1'�� Site Address: � 1a5 L�'_`I�1�1C;,�,�\ ITI�I� Tenant• �� �5�=- 1'T'C� (�(� ' J Suite#• ,:�� ��rtY 's`` t`x tlet' .: Name: Phone: ; ,. �� ���� ' �. ����= � �����`' , Name:`J(�.1��+�'wu�� �lV�'-��I�l- —�-�tC License#: �S �fca 5 5� } a �I�t�'aCfO�Y Address:l��� ���5?°���,1-� iv1 c�ty: C�,h.cS �4� State:�(N Z;p:�S3i5( �� { �:: Phone: �`�io2�r'U�c�.`� Email: �t� " ,5te�nk►^c:u� ` v�'Y1��+� �C��f'1 ���' � � �,.: � New Replacement _Repair _Rebuild Modify Space Work in R.O.W. �������rk� — — � — Y� Description of work: �Y.�►1c� /'�.�'t5 �;tr�,•'"+ti C�,°�.c-...�1 cCC�� /��E'.�"� v�.�1"1 � �, ��� � �� COMMERCIAL _New Construction �Modify Space _Irrigation System(_yes/_no)(_RPZ/_PVB) . Rain sensors required on irrigation systems ,.: ETilt T � �. • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) t"' _Meters Call(651)675-5646 to verity that tests passed prior to pickinp ua meter. ' Domestic:Size&Type Fire: 1 � ,��� Avg.GPM High demand devices? Yes No Flushometers Yes No COMMERC/AL FEES Contract Value$ �(�� 7��`�y�x.01 $55.00 Permit Fee Minimum S�_ _$ �C 1 Permit Fee *If contract value is LESS than$10,010, Surcharge=$5.00 =$ .5 + 3� Surcharge" **If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005 �� 1J .J.F� ***If the project valuation is over$1 million, please call for Surcharge -$ � 1 TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge _$ TOTAL FEE 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 u erstand this � t a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordan wi the approve pl in the case of work which requires a review and approval of plans. a �p� X '� x ��Sl�� /"`C�.Z���"�l-- ApplicanYs Printed Name ApplicanYs Signature ��� � �� -�. �� ° �, � , �> , r FQR OFF�CE USE` ��-' . Approved E��� x � n � . w � �� ��� . �=�a� �y , � �� ��� � {��' r ' �` � . Required tnspections ��der Ground :�F�ougl�����Test =,'Gas Tesf �Krr� � � PRV�Reqe��d b Yes� ,�� � � Meter fielated Items ��Meter Size �,, �Radi�� ead � " Man��'ie����� ,�I;,Sta#f: °�t � ��. �� . � � Page 1 of 3 � _ . - _ _ � �-, Use BLUE or BLACK tnk . � � � . � r......�.......__....-------- ... � For QHice Use � �� � 1 � `��° � ����� � Clt af �a �� ___ : �� :,�� � X .�� � ��,�t�: � ' � � � � � ^� �� � ��/�' ��� � ��� ,(�/ j Pemsit Fee:_„----t.l�=— I 383d Pilot Knob Road ` � � Eagan MN 55122 I pake Received. _ � Phone: (657 j fi75-5675 � � ' Fax: (651)675�5694 j statt: _ _ I �---------�--------� 20'12 FIR� SUPPRESSltaN $YSTE�AflS PERWItT APPLICATIlJId* Daie: !L I�t'`'�%T Sits Address:2-��� �-��l�G��� �`�� Tenant. �=�C.C7lz/L�fLlS!=� ��/,�/�tG1 5a�te�• , i a �, Name: Phone: ; , � ` Address/City/Zip: � . Appiicarrt is: Owner Contractor t` � Desc�iption of work• -�r� ��``c�vb�h Uh-��<�6 �.. •� � Construction C�st: 2 5�1"'�- ' Estim$ted Gvmple�on Date: �Zl �//�,- "� Name: �`il��l Fire Protection License#: CC O ��- ' �� Aaa��;�`-��5 �eadowbroo ve. ���a����' �. ����.�. ,�;; can ia, G/ c 2�r 4-6 7G '���u :�r• ,� �°�� State: Zip: Phone: Z_ Z ��'"�,5 '* r� ��„ �'.�"�, ,����,�.�'��:f Contact:P��7�r1 VoD %�/�Gl�natt + FIRE PERAAIT TYPE WORK TYPE �pdnWer Sysfem(#af heads 2� _New _Addition Fire Pump ^Standpipa _�Tterations �Remotlei Other. Other. � DESCRIPTION OF WORK: _�mmarcial Restdentiai Educationai FEES $6Q.0o AAinimum (Includes Stat�Surcharge) (}� Contract value� z��7"'� �� _x�9/4 -If the Permit�ee is tess than$10,010,surch��ge is$b.00 =$ �.�,�� Permlt Fee - -If the Permit Fe�is?$1Q010>SurChafge II1Creases Dy$.50 for each�1,000 Pemtif Fse {).e,a�10,010-�11,010 Permit�ee r�quires a$5.5�surcharge) �$ .'S �� Surcharc�e _$ G�' o� Tt)TAL FEE 3t4"Dispfacement Fire Meter-$231.00 =$ Fire Meter _$ 7�TAL FEE '°Requirements:2 complete sets of drawing�and spccificati�ns,cut sheets on materials and compon�nts to be used I herepy apply fpr a ptre Suppression System permik and adcnowledge khat d�e informatinn is complete and accurats;that tt�e wOtk wili be in conformance with the ordinances and code&of the City Of�agan and with the Minnesota 8uliding/F1re Codes;that I understand this is not a pNrmit,but only an appticaqon for a permit,and work is not to start wi#hout a permit;that ihe work avill tre in accordance with the approved pldn in the cas�of wrork � which req�ires a review and apprpwal pf pJBnS. ����J � �'��/E. t/�,/��6.�/c!� x ��� x _ _ — ApplicanCs PrintQd Name Appltcant's Stgnature , . � � a�o S Ls1-���� -�,;.� l� ��-- � � a'��1� _ CALL BEFOR�YOU DIG. Call Gopher State Os�e CaIE at(B51 j 454-fl002 for protection against underground utlliiy damage. Gail 48 hours before you intend to dig Eo receive locates af undsrground u�fities. www.raonherstateoneaali.org ,.S ':4� •Y.. _ .;.�i e ,...... ��... :��R'�?FFIG�.US� ,:° . . � � .';'��'��, � . ... . .. . . . . .. ..:.. ,.. . . . .. . . .. .. . . ... . . . . : � . � . . , , _ -_t.. , . � . . � ' . ' .. .�� L'.. _ ' �' . . . ". . � . . .:. , . ' . µ RE9UIitED iNSPECTiONS �..�:'�.:'. �.���' •� , Mydroshatic::� .:.; �,��. . Flow Afartn . . 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" '..�' '',s.� �'o:. 4 S, �:�'. �F K R ? Use BLUE or BLACK Ink I� ------------------ I � For Office Use � jPermit#: ��`��C j I Cl�� 0����l�il �a ' � Permit Fee: �� � � 3830 Pilot Knob Road � 1 `�'° � : ''' ", � � I Eagan MN 55122 I Date Received: � j �i Phone:(651)675-5675 ,-- + ; �,��� � �j � 'I Fax:(651)675-5694 `'" � Staff: 7�� � I �------------------ 2014 MECHANICAL PERMIT APPLICATION ���' `��-+�� ` ���`1�� ❑ Please submit two(2)sets of plans with all commercial applications. �� �n (Z(�'�� Date: ( � ! Site Address: �1 �� ��� � � � 1 Tenant: Suite#: ,._z�� _.m.,��._�,,.�. } � Resident/Owner � Name: Phone: ; , � r Address/City/Zip: � ���.�__._�.a_ ��.....o. ,�.._r _��_ .,,.., ,v._� m �.._.. .��. nw. � : Name: �����V i� S�� �� � License#: � # 1 K! d'�-s v v"i � � Contractor ` Address: �a- �-� c�ty: ; State:�Zip: � � Phone: �� � o �� - Contact: I�lf-�J � l L� Email iJ�2 � " ► ��a �� :�, ..., .,,.�, . _�.,.,- ,� .. -��. __ .�s>,�,,�.,..,. ,...,��� .,,. . .e�. ,.:_, ... < <,_��M,..m _ .. wr..��/ �,,,�__._.,__. � �, �i .�r ` V New Replacement Additional V Alteration Demolition s Type of Work Description of work � � J ' � N�� _�.�.,��..�....�._ _w.�..� ��wm..,�.. .e.�w �.._� = NOTE:Roof mounted and ground mounted mechanical equipment is required �o be screened by City a ' ' Code. Please contact the Mechanical Inspector for information on permitted screening methods. ?; r.��y . ... �v� __ .��_. w�. _ n.._,.... RESIDENTIAL �.��� , ,� ��� ���.�� .�_COMMERC AL ; Fumace r _New Construction V Interior Improvement : — � Permit Type —A��cor,d�t�or,e� ; _Install Piping _Processed Air Exchanger � _Gas _Exterior HVAC Unit Y Heat Pump Under/Above ground Tank (_Install/_Remove) � — — � ? Other z ' � .r, _�.�„ ��-.�� ` 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 �., ,._ ,._.�„� ...,. �...� . r_e.�,. �y� � A,.� .��.� n.. ., .�.._ . .�.��-. � _�,.„�.�.� .�.�.�,��...�, ., _, ,,.�.. �_���C..t.fx.01 � COMMERCIAL FEES Contract Value$ -"l ; $55.00 Permit Fee Minimum _$ ��j� 7� Permit Fee $70.00 Underground tank installation/removal ': *If contractvalue is LESS than$10,010,Surcharge=$5.00 =$ �' �O Surcharge* *�If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005 - "`"`If the project valuation is over$1 million, please call for Surcharge =$ TOTAL FEE I hereby acknowledge that this^Yinformation 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 ��P� (��,�1. X � � �U�� Applicant's Printed Name Applicant's Signature FOR OFFICE USE � � � Required Inspections: Reviewed By: Date: Underground Rough In Air Test Gas Service Test In-floor Heat Final HVAC Screening Use BLUE or BLACK Ink r---------------- .I��:.. I For Office Use � � Permit#:�/� F�l � ���j'���C;4 CltV of �a a� .. ._ � . . � /� � ��,�., r J � - �� I Permit Fee. � �!v� J� �'�5v �1� 3830 Pilot Knob Road � - � - � � Eagan MN 55122 t � � Phone: (651) 675-5675 i Date Received: ������ � Fax: (651) 675-5694 j Staff: 9/�'] j �-----------------� 2014 COMMERCIAL BUILDING PERMIT APPLICATION l �-:�l—i ����� �-�--��r�c:� �1 �'� ,� ��� n.� �� Date: ,� Site Address: TenantName: /�! �� �V�kNT S/�'L�� (Tenantis: New/ Existing) Suite#: f ��' I � Former Tenant: � , Name: ��X ► l.�'�� `�=J f L ` �Eiione: l!d �� " lU /�c�� �1 I � � ;.e: Address/City/Zip: �--� U rt��l�1 �� : �C�. C.� Applicant is: J` Owner Contractor � Description of work: ��; �_` - �'l� ,�l.J! 1J-C- � �-'� � ,.��' �� . Construction Cost: � �� t,y� �..� � Name: �1 � ��i��--� License#: __, - �< Address: � �' � City: ����'�-� �� � State: �"�' Zip: ���� � Phone: �' � �i� �=7 �� �� / /�� � � . r ,�.� � , Contact:� � ail. ' � � .1/ 1 a (j� � .` ,`� / , - J �� � Name: �� LY� �'���II�L�� / � ���� ��e istr�tion#: ( �� �� , � �� � ' L� ' , r-� e � ,� 1 g Address: V� � ��'� �J�� �'�.�City: ���.��L�.`� ` r , � I / /,, Jw--7 �, State: �J `-Lip:� ���1 Phone: (.����� / � ���� ' /„��� Contact Persort!'�f �� 0 � 1� Email:��YY` V`' ��`..,a�� ���-�� ����, ��� 1 � ,�..� �� �. Licensed plumber installing new sewer/water service: Phone#: "`'3 ,R _ ��7'�� O . „� , u . o rn , g, s , . e r::for a �o y e c a � o � � . : ic e _ _ ____ � ��u,e� .� . �.� �. ���v ��.�a�� ��_�,�� CALL BEFORE YOU DIG. Calf Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinance� and codes of the City of Eagan; that I understand this is not a permit, but only an applicatio�x for a per it, and work is not to start withbut a permit;that the work will be in accordance with the approved plan in the case of work rr`v F���qui s a...r-esaew�nd approval of plans, ��� y s � ..�' � X < < �`� � �1��'� ��� X � r�' ���'� ApplicanYs Printed Name A}�plican 's ig ture Page 1 of 3 ; �e7C t `cx��n���c�L� ��"� .. jG�r� _ DO NOT WRITE BELOW THIS LINE ,'�;� �j "�f �'� 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 � Valuation 3�t d�%6 Occupancy S• � MCES System � Plan Review ✓ Code Edition /�IS6L 260'] SAC Units %i C[F.tiv`f !rv ml�, td v,�v,� (25%_100%� Zoning ':��,%� City Water ✓ Census Code Stories 'v/ Booster Pump #of Units O Square Feet / �3�d PRV #of Buildings � Length Fire Sprinklers —�_ Type of Construction 7L'•g 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: Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present:�Yes No Reviewed B : C��' Buildin Ins ec Reviewed B : �'°����� y , g p tor y , � �-� , Planning COMMERCIAL FEES Base Fee SZ�- S� Water Quality Surcharge �7 - '�"b Water Sampling Fee Plan Review 383•',�3 Water Supply 8�Storage(WAC) MCES SAC Storm Sewer Trunk City SAC Sewer Trunk S&W Permit&Surcharge Water Trunk Treatment Plant Street Lateral Treatment Plant(Irrigation) Street Park Dedication Water Lateral Trail Dedication Other: Water Quality TOTAL ��`' �3 Page 2 of 3 .' � /'. � Use BLUE or BLACK In��� � r—————————————�———^ � For Office Use � �• I �� � _�� � aI �� �+ O� �n n� � Permit#: =�r� U" ��� � Permit Fee: c��'7�� ?� �j I ; v 3830 Pilot Knob Road I I) � Eagan MN 55122 . : � � .-� � !�-���,�� � I Phone: (651) 675-5675 l , � ` i Date Received: I Fax: (651) 675-5694 j Staff: {�� j �-----------------� 2014 COMMERCIAL BUI DING PERMIT APPLICATION f �- /5�-I� ��f C�� �,�.1��G���� �C�'�.. /�� � � Date: Site Address: �• ` ��- �� -�--�7� �� Tenant Name: J ( �'(� ��,�'��� ���� (Tenant is: New/ Existing) Suite#: , � ' Former Tenant: `� � , �� Name: � � � �t 1 � ,Phone: �� � � � F� �'` �� � �/ �.�,� � • ' (t✓� - ' "e Address/City/Zip: l.�l..� ���� , Applicant is: �Owner Contractor � r� . - ', :e : Qr � �� Description of work: � � � � � � � ��.1��� Construction Cost: . C Name:_ �L/ i �� License#: ,0 _ Address: City: State: Zip: Phone: Contact: Email: ,,, Name: � � Registration#: .� � Address: City: rc f if �t/�ngi' er State: Zip: Phone: e Contact Person: EmaiL Licensed plumber installing new sewer/water service: � -+'� Phone#: � E, .�.an ,�� � d � o n� � . - � o � o ' � . � . � �. e�nfor, a io - c assif o e e o , _. ���,�,.. � � ���� �,�.���..�e.�,�.,s CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.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 w ' r uires a re ' w and approval of plans. X �C.hG�C/ I� 1�������,� X Applicant s Printed Name A i nYs igna e Page 1 of 3 � `�C� .� L-�-x�'n� -���2 /-I���"� �/�'.� � , �� DO NOT W ITE BELOW THIS LINE � �� �� � F SUB TYPES Foundation Public Facility Exterior Alteration-Apartments ✓ Commerciai/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 r,�, / Valuation �/� 60G '° Occupancy Pj MCES Syste �� Plan Review ✓ ✓ Code Edition Zbo��st� SAC Units 4�/do�/�h,yVl�t /it/A[G.LD Oe IJSE' (25°fo_100%_) Zoning �-� City Water ✓ Census Code Stories � �T Booster Pump #of Units D Square Feet ,300� 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: Concrete Entrance Apron Final C/O Inspection: Schedule Fire Marshal to be present: Yes � No " Reviewed By: ��� , Building Inspector Reviewed By: , Planning COMMERCIAL FE�S Base Fee /�1,SD Water Quality Surcharge 3..r0 Water Sampling Fee Plan Review 9S•8S Water Supply 8�Storage(WAC) MCES SAC Storm Sewer Trunk City SAC Sewer Trunk S&W Permit 8�Surcharge Water Trunk Treatment Plant Street Lateral Treatment Plant(Irrigation) Street Park Dedication Water Lateral Trail Dedication Other: Water Quality TOTAL ���•B� Page 2 of 3 Use BLUE or BLACK Ink �- / -----------------, � `"1�� � `� '�l"j'IS � For or�ce use � � ���� � Cit of�� �Il ��� r � , ' � � � � Permit#: � � �"�` i 3830 Pilot Knob Road ! Pe���F�� � Eagan MN 55122 j j Date Received: Phone:(651)675-5675 � I Fax:(651)675-5694 i � � Staff: ----------------- I 2015 MECHANICAL PERMIT AR'PLICATION`���`�/� ���� I Please submit two 2 sets of lans with all commercial applications. � ) p Date:„�_���Site Address: � ��i (��� �'�1��'��1 �� tl f: Tenant: �G2.-�Gt�vr �.�i�'l�Cd� Suite#• �� �..,m�.. f�ame: � � Q��l � 1.�� � � Phone: Re�sidertttOwner � ��a��e��i���. f t�d �' �a� U���� ���1%�� - �� �� r� � � �..,.�..M . Name: ���l.� ��� �License#: � � COt1fi.�C#Ol'� � Rddress: �.-�—"- � ���1�!� ►Kfl _City: � � � � � � � � State: �� Zip:_ ���� Phone:__ts2��' [ ���' �� � � � � � Contad: �� � ����. Email:�If1i��: �� ����� � �1.�"`�"'i L � IVev�r Reptacement Additior�al Aiteration Demolition �T of Work Description of wark: � ���'�.��� �'�i:��' �� �U e' �+°�" Yi� NOTE:Roof mourrted and gr�und mourrte�d mechanic�d pmer�t is required ta t�screened by Gity Code. Piease canCact the Nlechanical inspector far ir�format�on�permitbed ser�ereing methods. RESIDENTtAL � / COMMERC►AC Fumace �New Construction �interior Improvement � � P ocessed P�rITtit Type ar Conditioner install P�pnng � _Air Eacchar�ger � ��S �Exterior HVAC Unit � � _Heat Pump � lJnder/Above ground 7ank (_InstalF!_Remove) � � _Other � � .w.a�....�.._.�,�..�..,.��.,...,__,�..� ..»��.._ RESIDEAtTIAI FEES $60,00 Minimum Add or aiteration to an existing unit(inGudes$5.00 State Surcharge) $1�.00 Residentiat New(inGudes$5.00 State Surcharge) _$ TOTAL FEE $ COMMERCIAL FEES ��� Contract Vat�$--��� x.01 $55.00 Pennit Fee Minimam $7Q.Q0 Underground tar�k ir�s#allatioNremoval =$ � ��� Permit Fee p x "If cantract value is LESS than$10,010,Surcharge=$5.00 =$ �r�p Surcharge" **If contract value is GREATER than$10,01Q Surcharge=Contract Value x$0.0005 t '""`If the project vatuation is over$1 million,please caH for Surcharge =$ � I � t� TElTA�FEE 3..�..�.m,,.�..., ,_.,.we... .�, „�...�a.......a...� I hereby adcnowledge that this ir�formation is c�rnplete and accurate;that the work will be in c�nformarx:e with the ordinances and c�des of the City of Eagan;that I understand th�s is not a pe►mit,but only an application for a permit,and woric is not 4o start without a permit;that the work will be in acxordance with the approved plan in the case of wrork which reqc.ures a review and approval of ptans. � X V i^�. ,� 1i X�I Applic Ys Print�d Name Appl�cant's�&ig�ture FOR OFFICE USE Required Inspections: Review�ed Bry: �: � �' Underground �ough fn Air Test �Se►vic:e Tes# In-l�ocu Heat Final ` HVAC Screening � �}-6 v� �(1 �� � � � �:e...� ► �� ��� �; � �1 N9�CNR�4CA6. ��HY'#AC7C1�&S� PROJECT: � '�►r�� SYSTEM: TG�.� '� OUTLET MANUFACTURER: �C-� TEST APPARATUS:,G�I.Y'I�O� rPG�(�?��'�./ AREA OUTLET DESIGN SUPPLY RETURN PERCENT SERVED NO. TYPE SIZE CFM CFM CFM CFM �- � � /� ' 2 �v 3 '" ab 3 �� D � �v � '" 3 ,�°fv � ?, " d � � -o ,�''�,.`� ? � � � �� � REMARKS: �C� ������,�y� ;'�` �°� �v ���r O�a �. TEST DATE: "°� �' READINGS BY: J Y� ���" 2230 Terminal Road * Roseville, MN *55113*651-789-5400 *651-789-5431 Page 1 . ,� � w Use BLUE or BLACK Ink -----i . �------------ � � For Office Use � � [�����Y�� � J�� �.�7 Cit of E� aIl � Permit#: I ^ Y � �^y,��-��d �� � �j /� `/ 3830 Pilot Knob Road MAY � 5 Zd�� j Permit Fee:T(�J`7"�V, Eagan MN 55122 i �—��-�� Phone: (651)675-5675 � Date Received:,, � i Fax: (651)675-5694 � Sta� � `�����______���__J 2015 COMMERCIAL BUILDING PERMIT APPLICATION Date: ""` �—'`� Site Address: � ` �� '^-�"�� � ��� ��� Tenant Name: �/ d" � � �/i l� (Tenarlt is: New/ �Existing) Suite#:� Former Tenant: Name:��� L�� l�V Q�'U r ��i one: U S� ' C.16 J�J ' P�Op�1'��!OWDeC Address/City/Zip: t ��O �r/UL ��� C{ Y� �� • Applicant is: Owner Contractor ,�- � , Type nf Work Description of work: Construction Cost: �, Q�� ' � Name: $G� W���� �-�-G License#: Address: �6D7� .t�Lfl� �0�/7'`�E-�/ ��D City. ��/k7� C011#1'aCtO�' � state: �N z�p: 5�'/z-/ Phone: ��o�/� L7S - 22�b ; Contact: 1-��N/Vs EmaiL G .�1 +� 0 � 11�1L�G •Go� Name: e istration#: /� � ATChitEC�/Efit I�1@@f Address: ���� � ( /L� �/1 ;t :�� � CC�/� � /� c State: � "' '�ip: �Ic�'/ Phone: Ll.° ��� `��+�'��J����� Contact Person� ail: � ��' �" I`����L.��' j E' Licensed plumber installin new sewer/water service: Y Phone#: � 9— NQTE;P/ans an�l supporting doeuments that yc�u submi#ace consitlered to be public i»farmation. Portions of , ° the�nforrnation may be c/assi�ied as non-public if you provide spec�c reasons that would permit the City#o � conclude that the are trads secre#s. 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.00pherstateonecall.ora 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 per '�that the work will be i�rdance with the approved plan in the case of work w ' h requires a r view and approval of plans. X i` U► ) � � l' ► J I x L/ Applicant's Printed Name an 's Signa e Page 1 of 3 r f I '� s / � , � �`C✓ - --� ; ��Q� L-�X�i�" � 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 V 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 Valuation sj 000 � Occupancy B MCES System "� Plan Review / �— Code Edition �D'T Q9SBG SAC Units �,�� ��_"-' (25%_100%�� Zoning '�� City Water '� Census Code Stories _� Booster Pump #of Units � Square Feet 2�� PRV #of Buildings � Length Fire Sprinklers � Type of Construction �'f-3 Width REQUIRED INSPECTIONS Footings(New Building) Sheetrock Footings(Deck) �Final/C.O.Required Footings(Addition) Final/No C.O.Required Foundation Other: Drain Tile T Pool:_Footings _Air/Gas Tests _Final Roof:_Decking _Insulation Ice&Water _Final Siding:_Stucco Lath _S#one Lath _Brick Framing Windows Fireplace:_Rough In Air Test _Final � ' Retaining Wall Insulation Erosion Control Meter Size: � � Concrete Entrance Apron w-a•---� Final C/O Inspection: Schedule Fire Marshal to be present: Yes No Reviewed B : (i�'�� , Buildin Ins ector Reviewed By: ^ � � Planning Y 9 p o--�- COMMERCIAL FEES Base Fee ��8• d a Water Quality Surcharge Z•�a Water Sampling Fee Plan Review ��-7o Water Supply 8�Storage(WAC) MCES SAC ��q7Q.aa �� Storm Sewer Trunk City SAC �pp,p� -�''' SewerTrunk S&W Permit 8�Surcharge Water Trunk Treatment Plant ���$�db , Q Street Lateral Treatment Plant(Irrigation) Street Park Dedication Water Lateral Trail Dedication Other: �`� Water Quality TOTAL�� •� ���.�� Page 2 of 3 • � 1��`��� Dale Schoeppner June 17, 2015 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 reviewed the SAC assignment for The Studio. The original letter for this determination was dated June 13, 2015, letter reference 150613B9. This project is located at 2905 Lexington Avenue, Suite 103 in Eaganadate Center within the City of Eagan. The City will be charged 2 SAC Units for this project, instead of the 3 units originally assigned. The SAC review is based on new information. SAC Units Charges Fitness (with 1-4 showers) 4850 sq. ft. @ 1030 sq. ft. /SAC 4.71 Office 198 sq. ft. @ 2400 sq. ft. /SAC 0.08 Total Charge: 4.79 Credits: Office/Warehouse (SAC 3/01) 5891 sq. ft. x 30% @ 2400 sq. ft. /SAC 0.74 5891 sq. ft. x 70% @ 7000 sq. ft. /SAC 0.59 Site Specific Credits (SAC 3/01) 1.00 Total Credits: � Net Charge: 2.46 or 2 The business information was provided to MCES by the applicant at this time. It is also the Citys 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 jessica.ny�metc.stafe.mn.us. Sincerely, Jessie Nye Supervisor, ES Revenue (SAC) JN: tj: 150617A9 (5131, 385379) Determination expiration: 06/17/2017 � cc: Peggy Fleck, City of Eagan Amy Griffin, City of Eagan Leanne Anderson, Blue Water I File, MCES ��.A ����� . R . w• ■ � .. . � .� �y � • ' • •t �f� . s a� � • • ���� ' • i f f �� v.,: #��l l�f"+4 � C {.� U t+� ,C l` L ,' � �'�C� � Use BLUE or BLACK Ink C.�11������ �--------- -------, ' r---_ � For Office Use I �n� J����J /IC�EQIU�� j Permit#: /��(!J�� I ���� Of����� ���/} � � � Permit Fee: `�"� � � 3830 Pilot Knob Road a ` i Eagan MN 55122 j Date Received: `O� � Phone:(651)675-5675 �����,�r�� � I Fax:(651)675-5694 I °� Stsff:�`J"� JU�t'l 9 2D15 '-=--------=------' � 2015 MECHANICAL PERMtT APPLICATION L✓� Please submiftwo(2)sets of plans with aIF commercial applications. � -y R� r � / �/ � Date: �y�� +��� Site Address: � ��� ' " \ Tenant: ����"� %1 � � �C�`�' � Suite#: �� ' � �yr ��� ; ,,_ = t�.K� �+'�r��h-�dCe ii�- ,.. +�1�� ��C,:: Name: �.�.e�'Z- �!'���' ��I��S Phone: (D'J�"�tJ� ^ ��G� E�, ,� ;: ��� � ,� Address/City/Zip:r�'�<7 ���,L��' �°� ��� ��� � ,r , . ^ �� � � ` Name:�A-�-"�l.-"`TfI.���'d��l' ��lu1e License#: �/�t�`t � �� �%,� �,� � �'���i p ���,��� ;j''�. Address �r.C:�d J�f��✓� J� ��:, City: �(��� �£��I T �� � y t�� 5�9 '� �(`�•-��j�- ���C� � �v` State: Zip: � Phone: �� ���,:�� Contact:J�� (.��� EmaiL a1��.���``���'T�-`�/'��,� „i ��; z '' g� , i�� � " • : �� � ����� � �New Replacement Additional Alteration Demolition �'iir � �-vt � � h,, ��`+���W��'� g =' Description of work: �l1�G��f GP1�'�.�� (�F(� !/'rr•'IC- �r�.`°.��LG�T7Ci.� ,� p ��i��° l�t�� E2�qf,� '�a�d re�� �teted- tt��a� �t�tm��i:�re�ue �ci� �c��€���d�S � �� � �,. �`„�� P��a��snta�� �, ���������+r�r�n ` at��ir�#���rr�tift�s��t�ni`�ti�'�ef��, j ,, � �: �, : , : � ,..„ ,,,,,, . � ._..: .. _ . n. ..� �� � � %% � �:; RESIDENTIAL COMMERCIAL ��' p � . . �%i/ � E /� � � . ., . .. . . � � � . . . . . ,,,y� � �� � y _Furnace _New Construction _Interior improvement r }� �� _ � �� ��� �� ` _Air Conditioner Install Piping Processed i — — � �� , �` Air Exchanger Gas Exterior HVAC Unit , e , ��: — — � � ��` _Heat Pump �„Under Above ground Tank (�Install/ Remove) �; ; — „ �. Other , <.. �. ,-. — RESIDENTIAL FEE3 $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 ContractValue$��7 ��� x.01 $55.00 Permit Fee Minimum $70.00 Underground tank instailation/removal - _$ � � � = 7� PermitFee *If contract value is LESS than $10,010,Surcharge=$5.00 _$ ,� �} ��� Surcharge* "*If contract value is GREATER than$10;010,Surcharge=Contract Value x$0.0005 l � "'If the project valuation is over$1 million, please call for Surcharge =$ �9�� .�i j 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 noY a permit,but onty an application for a permit,and work is not to start without a permit;thatthe work will be irt accordance with the approved plan in the case of work which7equires a review and approval of plans. ^�' �, , X����C� ��� X Applicant's Printed Name Applica 's ature F`tTRR£}��€ ��S� �� ��� `��"�� `' °r � �l /`�///y° * ������ " �s '�y ��c ?�y �� `� ����.1{�€I ��Ps€.�I£1[)S`E � � � � ��F s R�{(��VIK�€�B�' .R � r. yr, �/ P�`�r��'" � � �� j�s„�CEi�� E�17t� r, �E} ��� �f � ���' ✓'s'S �t'Ut���^.�� �t'�� � i � ��4 ��,`4�.�'��T"�P.II� r� ��� ,�i.. �..�'.: ,--�.��'�n�. ,6���.,. �...�,.,, :��t',.T.� . � � . � .. ��. . . . .. � .. . . . . . . . � ... � . � . .� .� . . � �. . .� . .!'I ., , J�����7 ZAHL-P�TROL�UM l�A1NTENAIVCE C�. DIV.OF DAN LARSON ENTERPRISES,INC: �_ � �_ �al�;s,SErvic�,ir7stall�tion of Pekroleum Equiprneni iincc� ���� www.zahl-pmc.com � E � ( Page l of 2 E June 10, 2015 : � Enteipi-ise Holdings : 2775 Blue Watei•Rd. Eagan,MN 55121 ' Attn: Ricic Mendlik � ' � � �: I � � Fnrnisl�ed Equipment: � I � � 1 Firegi.lard 4,000 gallon 84"x14' ; Gasoline UL 2085 tank on saddles � with E-vents $ 21,620.00 � 1 Moi7ison Remote Fill Station with ;� 2» Swing Check � 2"Ball Valve a 2"Adaptor and Cap 1,065.00 ; 1 Moimison 2" 9095 Overf'ill Valve with ; , Drop tube 2"Vent cap 945.00 1 Morrison 2"Vent Cap 20.00 1 OPW 200TG Mechanical Level Gauge 455.00 2 Fi11Ri#e 701V Pump with Register 1,400.00 2 Sets 3/a"hoses, auto nozzles, swivels and breakaways 400.00 2 RJ Hose Retractors 490.00 1 Veeder Root TLS 300C Console with display and printer Level probe with fioats Leak Sensor 4,760.00 1 Remote Overfill Alai�rn with Switch 400.00 Tanls Freight 1;500.00 Equipment Total $ 33,055.00 3101 SPRING STREET N.E. - MINNEAPQLIS,MN 55413 PHONE:(612)331-8550 - FAX:(612)331-8553 EQUALDPPOftTUNITY EMPLOYER ' . t . ` � � . �. . �. � . . . � � . ����� � � i � � L� L 1 T . '� DIV.OF DAN LARSON ENTERPRiSES,dNC. ', �_ �__ ��les,iervice, Inst�311�fion oi�'etraleurn�q«ipmer7t Sinc�1�5� 'I ;i , www.zahl-pmc.com : � �I � �I Page 2 of 2 ' ' Installation: � � � o Apply for pei�rnit witl�fees billed separate from,bid amount : • Contact Go her State One Call for utili lqcations and lay aut areas for(1}aboveground � P t3' > � tank installation, to be conf'n•med by owner ; � e ' Demo and remove curb, giitter and soil as per proposal dated 6-8-15 (Remove.stump is 3 not removed,this total is not in q�.iote.) s Furnish and install the following cancrete footings,tank paci and collision protection around the AST per fue code rec�uuements � � 2—7'�'x2' saddle footings . y 16—6"bollards<protection on 3 sides> ` � 1 -15'x22'x5"concrete tank pad • �Deliver anci set 1-4,000 gallon Fireguard Tanks, air test and install equiprnent as listed y with(2)High Hose Retractors � '• Start-up and check pump and program tank monitor after the electrical has been ? cornpleted—Note: Elect�ical is not included in the bid amount �` � • Bid includes items listed on fuel tank bid(bid date 6/4/15}less electrical services ? � Bid includes paintin�of ta.nk/bollards with decals and warning signage: • Certificate of insurance to include landlord entity • Provide MPCA related paperwork ta owner, Installation Tota1 $ . 24,319.00 Equipment Total $ 33,055.00 , Total Bid Amount: $ 57,374.00 NOT�:DUE TO PRICE FLUCTUATION,PRICE ON EQUIPMENT IS SUBJECT TO CIIANGE AFTER 2 WEEKS We propose to furnish material andlor labor in accordance with specifications and estimates. Total Proposal: FIFTY SEVEN THOUSAND TKREE FICTNDRED SEYENTY FOiJR DOLLARS&00/100 $57,374.00 Note: This proposal may be withdrawn by us if not accepted with in 3o days. 1�CCEPT�NCE�F PRQP�sf�: The above prices,specifications and'conditionsare satisfactory and are hear by accepted. You are autharized to do the work as specified. Payment will he made as outiined below. Date of Acceptance: Customer's Signature: Zahl Petroleum Maintenance Company Authorized 5ignahire: � �% ,ia� • � ��. r ���-�.,.._=' . PAYM�NT 3C-II�+DULE: SO%DOWNPAYMENT DUE BEFORE O R1NG EQUIPMENT BALANCE DUE NET 30 DAYS FROM INVOICE DATE Date ofAcceptance; Customer'sSignahue: EXCLUSIONS: ITEMS LIST�D WILL BE TIM�PLUS MATERIAL IF NOT STATED 7N BID , ADDITIONAL REQUIREMENTS IMPOSED BY C1TY. ' PERMIT FEES. . ELECTRICAL SERVTCES. ANY ADDITIONAL CONCRETE OR ASPHALT REMOVAL AND REPLACEMENT OVER BID QUANTITIES. ALL WARRANTIES PERMANLTFACTURE SPECIFICATION. _ ._ PAINTING. ALL COLD WEATI-IER CHARGES. 3101 SPRING STREET N.E, - MINNEAPOLIS,MN 55413 PHONE:(612)331-8550 - FAX;(612)331-8553 ' EQUAL OPPORTUNITY EMPLOYER _. _ _ _----._ _ __ _.--- --_._ __....____..., _..___�_. .___ � � , , , Use BLUE or BLACK Ink �----------------;����� i For Office Use . � "�` j � C�� of �� �� � Permit# _� S �/ � C3"'�t � � � v� ` � I Perm{t Fee: / �.� �I���/ 3830 Pilot Knab Road � i Eagan MN 55122 5 Phone:{651) 675-5G75 � Date Received ' � ; Fax: (651) 675-5694 i �� � � Staff: e � �-----------------I 2014 CQ111lMERCIAL BUILDING PERM�T PPL{CATIC�N rs � — i ��' —� ���-� � ( � � ��,°��. .��,�, Date: � Site Address: J �, ,��{,}�1��.�,'��t.' �` b � �� �� �_��. --�— � � `r; �, Tenant Name: `� + �i ,�,.�C.„ ��� ��;.� (Tenant is: � New J Existing� Suite tt: /�a r � .�--- j �� `,�^� �.�_ i, Former Tenant: �� �. " j 7 � s�.� Name. �--'�.�C `{"" f�,��`��--r-..s .i �,V 1 �,t.._ � Phone:`-{ J I -l.r' t a ".�-�-��'� P rtY ` �� . , , �_ , , Pro e Owner Address�city�zip: t,�, , �'' ;t �� " t ��� ����."C,�:�� `� , � Appficant is: � Owner Contractor � � � _ �.._, e , . TypB Of WOt'k Description oiwork� _.�'�.�,., �...i,.i t ° � "� / ` : Construction Cast: /T S i Name: � �� �`�� � L L License#: _ ; . ' Contrackor a�ar�ss: " Q� �7rr'�'��c►ty: ���� � �� 1�.� z�o� ��>.��' � �P�`�B�.� �a�-8'� State: . _ Phone: � � Contact: l'a/lE A�'�d���1 �r�`ra�L• �... ., -,. ,,.�:.,,� __ _. ¢ . A _ , .� e ~ r _ . � t�-.''�,� �;�� .,. � r , �. Naene. ' �...- ��1 �� / ) � �,_ i,,..Fy�e�stration#: � � � i �I � Rddress: 1 1,..!�'`� ��� l�� � �r ,�--� �� � �yy: � X � �� i � Architect/Engineer � t � ����. --�—`� � � ! .. � (����-���- � ; y , State:��P: ,. � �..:�J/ Phone. '—f' � �' ` +� � ���,_ --� � . ;� `i l� �-����� �� � ' t�' C�� f v�� � r ;' Contact Person: �` ��L Email: `� (. � � Lice�sed p�umber installing new sewedwater service: Phone#: � � y N07'E:P/ans and supporting documents that yvu submit are considered to be pu6lic information. Portions of i � the infarmetion may be classified as non-public if you provide specific reasons fhaf would permit the City to ��� � '___w___� conclude that ihe are trade seCrets. '�i CALL BEFQRE YOU DIG. CaH Gopher State One Call at(651j 454-0002 ior protection against underground utility damage. I CaA 48 hours before you intend to dig to receive lacates of underground utilities. www.qogherstateoneca!l.orq i � I hereby acknowledge that this information is compiete and accurate; that the work wil{ be in conformance with the ordirtances and j codes of the City of Eagan; that 1 understand this is not a permii, but only an application for a permit, and work is not to start without a i permit;.tta�t the work v�ill be in accordance with the approved plan in the case of work ich requir s view and approval of plans. � ; x � '�--� G, '% r ��� �` � �� X � i Y'� �� Applicant's Printed Name ����� �""� ca Ys Si ture I� c ' Page 3 0#3 ! L��►� /���s�-, ; � a 3 ; , � ' � ����J L�-�Ct�{2G;��1 O NOT WRITE BELOW THIS LINE � „�� J�`o��' SUB TYPES _ Foundation _ Public Facility _ Exterior Aiteration-Apartments _ Commercial/Industrial r/Accessory Building Exterior Alteration-Commercial _ Apartments _ Greenhouse/Tent _ Exterior Alteration-Public Facility _ Miscellaneous Antennae W RK TYPES _ New _ Interior Improvement _ Siding Demolish Building" _ Addition _ Exterior Improvement _ Reroof Demotish 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 � Valuation f�'� Occupancy �_ MCES System • — ����t.-'� Plan Review � ^..., t� �'� Code Edition ��J�` �d� SAC Units /� (25%_100%� Zoning ��( City Water r---� �' ' O w Census Code Stories Booster Pump r--�-? #of Units Square Feet PRV �--+ #of Buildings ��� Length Fire Sprinklers �-- Type of Construction Width REC�t'11RED INSPECTIONS Footings(New Building) Sheetrock Footings(Deck) Final/C.O. Required � Footings(Addition) fFinal/No C.O. Required Foundation S,CRB Other: Drain Tile Pool: Footings _Air/Gas Tests Final �oof:_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: ��i��� � , Building Insp�ctor Reviewed B �. Y� , Planning COMMERCIAL FEES Base Fee �l�SSl� Water Quality Surcharge '1. 3"O Water Sampling Fee Plan Review /`j�, $�j Water Supply& Storage (WAC) MCES SAC Storm Sewer Trunk City SAC Sewer Trunk S8�W Permit& Surcharge Water Trunk Treatment Plant Street Lateral Treatment Plant(Irrigation) Street Park Dedication Water Lateral Trail Dedication Other: � Water Quality TOTAL �7'� �u Page 2 of 3 Use BLUE or BLACK Ink --------- � For Office Use j �� /� � U I /J� ��� I ��{� O� n� �� �, I Permit#: 1 � 6 !Jl � �., ���. �� � � Permit Fee: � � j �(�� 3830 Pilot Knob Road � �s�,��,�����>������� � ,(�,� � �' I �� ��� Eagan MN 55122 ��"' � 'l I � (`I`� �/ Phone:(651)675-5675 ``'� I Date Received: � �� � �d Fax:(65�M)675-5694 �`��� �� ���� � �� �( i ��ti��� Staff: �-----------------' `W `l' , 2015 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: �y—!5� Site Address: �v� (�,�N�f�7lU /�(/� Tenant: '=� � Suite#: Name: �f= �'�//"'��--����� Phone: ��bN "���1� Property �wner Address/City/Zip: /� ,�w� ����+���3� ' Applicant is: Owner �Contractor Type of Work Description ofwork: h2� �,iaiGt,�,/L�C?�j%a/l.(�%b S�'.S/� j�S�r�yJ Construction Cost: �l ����� Estimated Completion Date: �j�'7��� Name: j?�6'1.�� /�j1'y�LS�Ce�.E-1� License#: �Jv���'�ly I Address ���� G.nt/�� �'li.�Jj�, City: (��u�JNCa�`')/!/ Contractor �I State: !"t,+� Zip: ���`�r Phone: /� i 0 ,"l���� Contact: !'1��-l��`� Email: /�'����'"✓v�'���I�-cSL���l�C�t New Remodel Work Type Addition fOther: (7P����� —; — _..__ Klterations DESCRIPTION OF WORK: " Commercial Residential Educational FEES Contract Value$ 1� ��� x.01 $60.00 Permit Fee Minimum, includes State surcharge , _$ ��,W Permit Fee *If contract value is GREATER than$2,010, Surcharge=Contract Value x$0.0005 =$ S.� Surcharge� If the project valuation is over$1 miilion,please call for Surcharge � _$ �S. � 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 Alarm permit and acknowledge that the information is complete and accurate;that the work wiil be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit,and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x ���_ x Applicant's Printed Name Applicant's Sig atur FOR OFFICE USE Reviewed By: ' Date: _$'^1/�1� ' Required Inspections: Rough-In Final Fire'Alarm Test 411. CityofEa�ali 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Ci6 Use BLUE or BLACK Ink For Office Use Permit #: / 7 6 6 Permit Fee: C2 Date Received: Staff: 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 04.27.2016 Site Address: 2905 Lexington Ave. Tenant Name: ABRA Auto Body & Glass (Tenant is: ✓ New / Existing) Suite #: 104 Former Tenant: Gopher Sport Name: Spectrum Group / Rick Morphew Phone: 651-675-2299 Address / City / Zip: 1000 Blue Gentian Road, Eagan, MN. 55121 Applicant is: Owner Contractor Description of work: auto body repair and paint shop Construction Cost: 3SD, 000 . a -v Name: T.B.D. �, Mk944 Cef i r. License #: Address: 7S uV • V (V We oe,., 5U ITIS (o 4- City: L17fi CANkbl' State: M IVB Zip: Contact: J l Mi Name: ISG / Paul Lawton Registration #: Address: 7900 International Drive / Suite 500 City: Minneapolis State: MN Zip: 55425 Phone: 952-426-0699 Phone: 0059 40 ` 5t,55 - Email: 1114 (^) tint( rw0 • a'm Contact Person: Joe Wagner Licensed plumber installing new sewer/water service: N/A Email: joe.wagner@is-grp.com Phone #: 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. XJoe Wagner Applicant's Printed Name Joy WMtz. Applicant's Signature Page 1 of 3 SUB TYPES Foundation ✓Commercial / Industrial Apartments Miscellaneous WORK TYPES New Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25%_ 100% ✓) Census Code # of Units # of Buildings Type of Construction ✓' DO NOT WRITE BELOW THIS LINE y7o Lex,A /111/6—'— - Public Facility Accessory Building Greenhouse / Tent Antennae Interior Improvement Exterior Improvement Repair Water Damage oa 0 / �* REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) //Footings (Addition) ✓ Foundation Drain Tile Roof: _Decking _Insulation ✓ Framing Occupancy Code Edition Zoning Stories Square Feet Length Width Ice & Water Fireplace: Rough In Air Test _Final Insulation Meter Size: Exterior Alteration -Apartments Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair Demolish Building* Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building - give PCA handout to applicant 5•/, $ Z.o / S Al . 1 /3 L14 MCES System ✓ SAC Units .S1 -- City Water ✓ Booster Pump PRV Fire Sprinklers ✓ Sheetrock ✓ Final / C.O. Required Final / No C.O. Required Other: Pool: _Footings _Air/Gas Tests _Final Final ✓ Siding: Stucco Lath Stone Lath Brick Windows Retaining Wall Erosion Control Concrete Entrance Apron Final CIO Inspection: Schedule Fire Marshal to be present: Reviewed By: , Building Inspector Yes No Reviewed By: , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Z� 5-5-1. • 7 r," Storm Sewer Trunk ! 7 S' • g. -a' Sewer Trunk I, Lcot •SI Water Trunk raj 42S.eo Street Lateral 5 xb - as Street Water Lateral 4,3az•45-0 Other: TOTAL: Z1p Page 2 of 3 MCES USE: Letter Reference: 160510A3 Address ID: 5131 Payment ID: 392826 Date of Determination: 5/10/16 Determination Expiration: 5/10/18 Greetings! Please see the determination below. Project Name: ABRA Auto Body & Glass Project Address: 2905 Lexington Avenue South Suite #/Campus: Suite 104, Eagandale Center Industrial City Name: Eagan Applicant: Joe Wagner, ISG Special Notes: none Charge Calculation: Office: 1158 sq. ft. @ 2400 sq. ft. / SAC = 0.48 Meeting: 1206 sq. ft. @ 1650 sq. ft. / SAC = 0.73 Warehouse: 140 sq. ft. @ 7000 sq. ft. / SAC = 0.02 Car Wash Bays: 2 bays @ 3 SAC / bay = 6.00 Service Bays: 14 bays @ 14 bays / SAC = 1.00 Total Charge: 8.23 Credit Calculation: Enterprise Holdings (SAC 3/01) Office: 13,782 sq. ft. x 30% @ 2400 sq. ft. / SAC = 1.72 Warehouse: 13,782 sq. ft. x 70% @ 7000 sq. ft. / SAC = 1.38 Total Credit: 3.10 Net SAC: 5.13 — or — 5 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email me at: Jessica.nve@metc.state.mn.us. Thank you, Jessie Nye Supervisor, ES Revenue Please visit our SAC website by going to: http://www.metrocouncil.org/Wastewater-Water/Funding-Finance/Rates-Charges/Sewer-Availability-Charge.aspx 390 Robert Street Nori Phone 651 602.1000 St. Paul. MN 55101-1805 Fax 651.602.1550 TTY 651.291,0904 I METRONO I IAN c 8 =wg 2 8 FIRST FLOOR PLAN z z 0- 0 0 0 LL. 4 co Fy N .011 0 Craig Novaczyk /26 79 From: Izzy Hartzel <izzy@rjmarco.com> Sent: Friday, May 20, 2016 2:56 PM To: Craig Novaczyk Subject: Abra AutoBody & Glass 2905 Lexington Craig: Contractor: RJ Marco Construction Inc. 75 W. Viking Drive #104 Little Canada, MN 55117 Contact: Jim Lee 651-484-5635 Jim@ rj marco.com Value : $350,000.00 Please feel free to also use me as an alternate contact. Thank you Izzy Hartzel RJ Marco Construction Inc. 75 W. Viking Drive Suite 104 Little Canada, MN 55117 651-484-5635 (phone) 651-484-5701(fax) 1 Cityofaall 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 RECV ED Mpy2b2O e5 4 Use BLUE or BLACK Ink For Office Use '‘g3/ !`� Permit #: �g✓ / Perrnit Fee: / 4. / 56 Date Received: Staff: c-4,4 t 2016 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two (2) sets of plans with all commercial applications. Date: 5/24/2016 ( Site Address: 2905 Lexington t-r(� Tenant: Abra (,g°C-((f oX C' /1,9— Property Owner Name: Phone: Name: northern mechanical Address: 1975 seneca rd City: eagan Suite #: /1 9 License #: 078030 Phone: 6517892275 Email: jerrodf@northernmc.com State: mn Zip: 55122 New _ Replacement _ Repair Rebuild __ Modify Space _ Work in R.O.W. Description of work: COMMERCIAL New Construction Modify Space Irrigation System ( yes / _ no) ( RPZ / PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes _No Flushometers _Yes No COMMERCIAL FEES $60.00 Permit Fee Minimum $60.00 PVB/RPZ Permit (includes State Surcharge) Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Following fees apply when installing a new lawn irrigation system Contact the City's Engineering Department, (651) 675-5646, for required fee amounts. Contract Value $15000 $ 150.00 _ $ 7.50 $ 157.50 x .01 Permit Fee Surcharge TOTAL FEE $ Water Permit $ Treatment Plant $ Water Supply & Storage $ State Surcharge TOTAL FEE J 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. e4---(0?) F 1 - Applicant's Printed Name FOR OFFICE USE x Applic Approved By: ignature Required Inspections: ✓Under Ground V ough-In kALr Test Gas Test _ Final Meter Related Items: Meter Size Radio Read Manometer Date: PRV Required: Staff:. Page 1 of 3 City of Bain 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 X(Please 2016 MECHANICAL PERMIT APPLICATION ele"� i Tenant: Sk- — /0a1 Suite #: cie6_ce 9- �lq/I S MAY 31 2016 1,7 Use BLUE or BLACK Ink For Office Us Permit #: Permit Fee: akpa, Date Received: Staff: Date: cbti //‘ Site Address: VtoF lz IGrrtt%-r ftp �; Phone: Address / City / Zip: Name: Ce .:A w+i-e. /u14'C✓ License #: Address: Not. G sC.-.7 41 4Sc, City: A",Pe-,,, is..rye, State: iMrt-1 Zip: 53-.3'11V. Phone: ??(-1-) T `1/" /d�Y `�- Contact: /1444.41.y�e%u (1,7-4Email: Xfele4/1��-l8?C. ../1i iµs - etai4.4, New Replacement Additional / Alteration Demolition ( • — e hunted and ground mounted mechanicai.equipment t �r d to be screened by e contact Il charge Inspector for information on screening methods. RESIDENTIAL Fumace Air Conditioner Air Exchanger Heat Pump Other COMMERCIAL New Construction /_ X Install Piping fir( XGas Under/Above ground Tank ( Interior Improvement Processed Exterior HVAC Unit Install / _ Remove) RESIDENTIAL FEES $60.00 Minimum Add or alteration to an existing unit, includes State Surcharge $100.00 Residential New, includes State Surcharge COMMERCIAL FEES $60.00 Permit Fee Minimum $75.00 Underground tank installation/removal, includes State Surcharge Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge TOTAL FEE Contract Value $ exjc) _ $ Z6 L,' x .01 Permit Fee Surcharge 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 jhe work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Applicants Printed Name x Applicantsigna ure FOR OFFICE USE Req red.ir►a HVAC Screening Date: Tenant: City of Eagan \-,0\ 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 \t, l RECEIVED JUN 13 2016 Use BLUE or BLACK Ink For Office Use Permit #: [ -31 /5-2 Permit Fee: qa 3 Date Received: (3./ Staff: 2016 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION 06 4.-10 6 Site Address: Z I©."" 4Qe/A4470iv lyovue. 4147a c- Y =G s 44i4►4 C A•TE . Name: Property Owner'. Type of Work Contractor Phone: Suite #: J Address / City / Zip: Applicant is: Description of work: Construction Cost. Owner Contractor 00 N. N a to nom Oueremax. i Estimated Completion Date r Name: FRaurie t Jai, 1,47-E mom Address: S C/4,44,,y gym i T State: MAI Zip: s5 /t 7 Phone: Contact: Email: FIRE PERMIT TYPE 2� Sprinkler System (# of heads, Fire Pump _ Standpipe Other: DESCRIPTION OF WORK: FEES $60.00 Permit Fee Minimum Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge _ommercial $100.00 Residential New (includes State Surcharge) 3/4" Fire Meter - $280.00 License #: Cita City: L/772ei40.f x/37- y,f -/7.0 V AI 0.0$1 etiom WORK TYPE New Alterations Other: Residential Addition Remodel Educational Contract Value $ V" 6a / w.x .01 oG _ $ tp♦ `! Permit Fee = $ I, ga Surcharge TOTAL FEE =$ = $ Meter = $ eta 3�TOTAL FEE **Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components to be used 1 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 *I* V/1444 Applicant's Printed Name Applicant's Signature FOR OFFICE USE REQUIRED INSPECTIONS Hydrostatic Trip Conditions of Issuance: Drain Test; Central Station; Rough In Fnai 4111 C!ty of Earn 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Mny002016 r Use BLUE or BLACK Ink For Office Use /3744 Permit #: Permit Fee: � Date Received:" Staff: 2016 COMMERCIAL BUILDING PERMIT APPLICATION Date: 9- // Site Address: ,..Q95-67 G in, dti 1" Tenant Name: gel / A�e-ii ` fl thil Z645 (Tenant is: X New / Existing) Suite #: Former Tenant: n Name: Phone: Address / City / Zip: Applicant is: Owner Contractor Type f w Description of work: S� r C ,C l� jZeii 6 3 .- J2X, 14] 510/7 Construction Cost: . % % 5 k'/ a ra Contract Name: gait.. -6- def r XL(/ /d License #: ✓7 Address: ‘757 7 MI ��iY,el -5.-- ci City: /acs` a j,Siif�i State: i� Zip: -3/37 Phon:) f 9 V 6 k:)0 (C) 60 c? S 9-09'1 Contact: / ,, c fly ' Email: Chl i j , 6 ha tee - co �itect/En r Name: /7/ 41. -et) /47/5 -eh Registration #: /b 0 lei Address: /AO /c a€ s C 16 //et- £'i bze City: 4,../a-7 7 State: fk7a Zip: 55 ? / Phone: 9.5-7 1-4/4"- 2% Contact Person: ✓/G int 'k,r; one pi ivehityei/bile '{�di � I'-� d Of Pi Email: .D/'%1> ----- Licensed plumber installing new sewer/water service: JVA Phone #: -------- TE: TE Plans and suu pouments: bmit ares P ® a#ton - • ins c ►e infor ati on a class! ed as non-pu ® rou ®rov i cti la) permit ` #jr to .. f :..r one ude #t► tra • secrets: CALL BEFORE YOU DIG. Call Gopher State One CaII at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq 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. Applicant's Printed Nape DO NOT WRIT BELOW THIS LINE At SUB TYPES Foundation K Commercial / Industrial Apartments Miscellaneous WORK TYPES New k Interior Improvement Public Facility Accessory Building Greenhouse / Tent Antennae Addition Alteration Replace Salon Owner Change DESCRIPTION Valuation Plan Review (25% 100%) Census Code #of Units # of Buildings Type of Construction Exterior Improvement Repair Water Damage -2/,S; 166 f Exterior Alteration -Apartments Exterior Alteration -Commercial Exterior Alteration -Public Facility Siding Reroof Windows Fire Repair Demolish Building* Demolish Interior Demolish Foundation Retaining Wall *Demolition of entire building - give PCA handout to applicant Occupancy Code Edition 2043- SBG. Zoning T- t Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Decking _Insulation _Ice & Water xFraming Fireplace: _Rough In Air Test Final Insulation Meter Size: Final Final CIO Inspeion: Schedule Fire Marshal to be present: Reviewed By: , Building Inspector MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers iuiti!-/OuSS - Sheetrock Final / C.O. Required Final / No C.O. Required Other: Pool: _Footings _Air/Gas Tests _Final Siding: _Stucco Lath _Stone Lath _Brick Windows Retaining Wall Erosion Control Concrete Entrance Apron , Planning COMMERCIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC S&W Permit & Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Storm Sewer Trunk Sewer Trunk Water Trunk Street Lateral Street Water Lateral Other: TOTAL: Page 2 of 3 MCES USE: Letter Reference: 160505A2 Address ID: 5126 Payment ID: 392755 Date of Determination: 5/5/16 Determination Expiration: 5/5/18 Greetings! Please see the determination below. Project Name: Bell International Project Address: 2950 Lexington Ave Suite #/Campus: Lexington Business Center City Name: Eagan Applicant: Kurt Shearer and Elizabeth Sherman Special Notes: *The rules allow for these 13 net credits where SAC was actually paid to either be taken city-wide or left site- specific. Any net credits taken city-wide can only be taken if the project is reported to MCES at the time the permit is issued. Otherwise, the net credits remain site-specific. Charge Calculation: Office: 15,659 sq. ft. @ 2400 sq. ft. / SAC = 6.52 Warehouse: 54,146 sq. ft. @ 7000 sq. ft. / SAC = 7.74 Process Discharge: 518 gallons / day @ 274 gallons / SAC = 1.89 Showers: 4 showers @ 1 shower / SAC = 4.00 Total Charge: 20.15 Credit Calculation: Spotlight Studios (SAC 08/04) = 2.05 Spotlight Studios (SAC 06/94) 5965 sq. ft. @ 7000 sq. ft. / SAC = 0.85 Carson Pirie Scott (SAC 07/79) = 30.37 Total Credit: 33.27 Net SAC: -13.12* — or — 0 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email me at: core.mccullough@metc.state.mn.us. Thank you, Cory McCullough SAC Program Technical Specialist Please visit our SAC website by going to: http://www.metrocouncil.org/Wastewater-Water/Funding-Finance/Rates-Charges/Sewer-Availability-Charge.aspx 30 RobertStreet Vc Phone 651.602.1000 • Ee031 Opix,riuro, Err h I St. Paul, MN 55101-1805 Fax 651,602.1550 I TTY 651 .2 .0004 metrocourrc torr MEoTRO NOLITAN City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Dkc(-- c JUL U%2016 Use BLUE or BLACK Ink For Office Use Permit#: 6-77 Permit Fee: 6,-)o, 1 Date Received: Staff: 2016 COMMERCIAL FIRE ALARM PERMIT APPLICATION Date: 7/5/2016 Site Address: 2905 Lexington Ave Tenant: Blue Water/Abra Suite #: Name: Blue Water, LLC Phone: 651-675-2280 Address / City / Zip: 2905 Lexington Ave Applicant is: Owner 1 Contractor Description of work: Connect to paint booth flow and tamper switches Construction Cost: 375.00 Name: Floyd Total Security Estimated Completion Date: 7/7/2016 License #: TS01194 Address: 9036 Grand Ave So City: Bloomington State: MN Zip: 55420 Phone: 952-887-5625 Contact: Mike Hagen Email: mhagen@floydtotalsecurity.com New 1 Addition Alterations DESCRIPTION OF WORK: FEES Remodel Other: 1 Commercial Residential Educational $60.00 Permit Fee Minimum Surcharge = Contract Value x $0.0005 If the project valuation is over $1 million, please call for Surcharge Contract Value $ 375.00 x .01 =$ 60.00 =$ .19 $ 60.19 Permit Fee Surcharge* 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 Alarm 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 und- stand 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 ap roved plan in the case of work which requires a review and approval of plans. )(Mike Hagen Applicant's Printed Name x Applicant's Sig re r For Office Use � � WI D Permit# .0 .. EAtikG er :o" Actsit ) % C� l �' Permit Fee. �, ��� `fir 16,‘ k, P Staff: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 I—PaymentRecvd: _Yes No 1 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Email: buildinninspectionst citvofeacian.com Plan Submittal: eplans c(D. \i,citvofeagan.com Plans:_Electronic _Paper I J � 2020 COMMERCIAL PLUMBING PERMIT APPLICATION Y4 h ❑ 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: 05/21/20 site Address: 2905 Lexington Ave S Tenant: Blue Water I Suite#: Property Owner Name: CB Richard Ellis Phone: Name: Yale Mechanical License#: SII ContractorAddress: 220 West 81st Street City: Minneapolis State: MN Zip: 55420 Phone: 952-884-1661 Email: accounting@yalemech.com New Construction Addition ✓ Modify Space Replacement Repair Rebuild Work in Right-Of-Way Description of work: Install New Water Softener Irrigation System yes/ no) RPZ/ PVB) g Y Type of Work ' • Rain sensors required on irrigation systems • Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meter Required—Call Utilities at(651)675-5200 to verity tests passed prior to picking up meter. Domestic:Size&Type Fire: 1 Average GPM High demand devices?_Yes_No Flushometers_Yes_No COMMERCIAL FEES Contract Value$ 15,800 x.015 $60.00 Permit Fee Minimum237.00 $60.00 PVB/RPZ Permit(includes State Surcharge) $ Permit Fee $ 7.90 Surcharge Surcharge=Contract Value x$0.0005 244.90 If the project valuation is over$1 million, please call Cityfor Surcharge $ TOTAL FEE 9 The following fees may apply when installing a new lawn irrigation system or $ Water Permit connecting a new water service. $ Treatment Plant Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Meter Fee $ Radio Read $ State Surcharge =$ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.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. LL._-.--;. A. ._ - x Ben Carlson x ,, `..- .1 ! '! Applicant's Printed Name Applicnt',.Signature `" Page 1 of 4 FOR OFFICE USE Approved B Dat pp Y: Required Inspections; _Under Ground _Rough-In. _Air Test —Gas Test ..Fina{ PR.V Required:—Yes----Na Meter Related Items: Meter Size Radio Read Manometer S— taff: Page 2 of 4 is (V cil R r , For Office Use to ,, I E AG A Nz_r l�/,€/ �4/Z E 1 to I l q toi •4' * ' +0,1 ::::e: (F. rCEIVEDate Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810(651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5 Staff: buildinginspectionsCa citvofeagan.com UN 0 8 2020 LI J 2020 COMMERCIAL FIR .-- • , : MIT APPLICATION J p,,,, w, 6-8-2020 2905 Lexington Ave Eagan MN 55121 Date: Site Address: g g Blue Water 1 Tenant: Suite#: 0 Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components Name: Blue Water 1 Phone: 657-675-2280 Properly!Owner 2905 Lexington Ave, Eagan MN 55121 Address/City/Zip: Applicant is: Owner ✓ Contractor Type of Work Description of work: Upgrading cellular communicator on Fire panel Construction Cost: $1000.00 Estimated Completion Date: 6-30-20 Name: Floyd Total Security License#: TS001491 9036 GrandAve S Bloomington COIItraCtor „ Address: City: State: MN Zip: 55420 Phone: 952-887-1160 Contact: Gene Stiffer Email: gstifter@floydtotalsecurity.com New Remodel Work Type _Addition _Other: Alterations DESCRIPTION OF WORK: Commercial Residential Educational — FEES1000.00 Contract Value$ x.01 $60.00 Permit Fee Minimum 60.00 =$ Permit Fee Surcharge=Contract Value x$0.0005 _$ .50 Surchar e* If the project valuation is over$1 million, please call for Surcharge g =$ 60.540 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.citvofeagan.com/subscribe. I hereby apply for a Fire Alarm 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. Applicant's Stiffer x ��Z� �t�l�, Applicant's Printed Name Ap rcant's Signa �re FOR OFFICE USE Reviewed By: , Date: A...-/7"0,1346 Required inspections: Rough-InFinal Fire Alarm Test 1