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3020 Poppler LaneAddieSS_'3020 Poppler Lane Zlp 5512 1 IAt 2 Blk 0 Sub poppler Homesteads TfESE Tl'EMS WERE / WERE NOT COMPLETE AT TI-IE TIME OF THE FI SPE ON. Date: Yes No Inspector: Final grade (6" from siding) Permanent steps (garage) Permanent steps (main entry) Permanent driveway Permanent gas Sod/Seeded grass TraiUcurb damage Porch Basement finish Deck Please verify with the builder the removal of roof test caps ftom the plumbing system and the shut-off of water supply [o the outside lawn faucet before freeze potential exists. Contad engineering division at 681-4645 before working in rightof-way or installing underground sprinkler system. ? White - City Copy Yellow - Resident Copy Pink - Contractor Copy 2d09 17:50 6122411655 PAGE 02 VIL ? '! ? /'4 - 5 ?'?-/C,/ y/ / .. Firo Protaction Oy Canpts Doaiv? MV % f? I e r II - DESIGN LINE FIRB PF.OTECTION 7E3-941-7335 ?omeS?eac?s Job Name :REGAL HOUSE--POppLER Svildinq t CORRiCAR :.ALC Location : 3020 POP?LER LANE F:RGAN H,y systam : 1 ContracC . 02td ii:_ : REGA;.2-1,i7XF c Computer pkoqzmy by Hydrazec Inc. Rcute 117. Windham N.H, 4'SA 0308'7 83;22/20dB 17;50 61224116E5 PAGE a3 •?"- Page 2 ?REGAL i0U5E--?oPPLEA Date HYDRAt7i.IC DESIGx INFOFMATION SF;EET Namc - REGAL q0U5E CaCe - 3/7/200C e:ocatior. - 3020 POPPLE3 LANE BAGA.N %1N Bu11tl1ng ^ CORRIDO[t CAI.G Sya_em No. - L Cor.L:actor - AC:ION AUTGMATIC FIRE FdOTEC.:ON Contract No. - Calculated By - eRUCE THOtuS Dcawinq No; - 1 Construction: O Cambustlble (X) Nor.-COmbvstible Cezling Height 8 FE£T OCCePANCY - S Y S T a M Type o°_ Caiculation: ()NFPA 13 Resider,tial ()NFPA 13a Numbor oi Sprlnklers Flovir.q: ( )1 ; )2 ( }9 ! 1 f ;otL¢r ( ;SneciEic Ruling Made by Li.sted Flow at 5tart Pnint - 1C.5 Gpm Li.aced Pree. a: ?tnrt 8oi.nt - 12.3 Psi l1SlC?PtUM LISTED SPACING 18 x 18 Domestic Flow Added - 30 6pm Additional Flow Added - 0 Gpm Elevation at Highest Outlet - 0 Gpm NOte:CCARIDOR ('ALC D 6 S z G N (X)NSPA 13D Date System TypB (XI Wet ( ) Dry ( ) Deiuqa ( ) PreAetion Spcl.nklet or I:vzzla Heke CENTAAL Mcdal LF Size 1/2" NPT K-Fectox 3.0 SemperaCc:e Ratinq 155 Calculation Gpxa Required 51.13 SumrraYy C-Factor Used: Ps'_ Reqi:;.ted Ovtrrhead :50 58.106 eA3E AISER Unde=q=ound 190 W Waeet EioN Test: . Pump Data: Tank or Aeservoir: A Date o! Tesc - 3/15/20C0 AateC Cap. Cap. T Time of Test - @ Psi 67.ev. E Stdt.ic (pai) - 70 Elev. 1 R Residual (Psi) - 65 Othec Well Flow (Gpm) - 2C90 proo: Flow Gprt 5 Elevation - 1 2 I,ocatian: SITE P L SOaxce of Informatipn: ACTION AUTCtAATIC FIRE Y Computer Pzoqrams by Hydra*_ec Snc. Route 111 Windham N,H. ?SA 03C87 )ESIGN LINS F7RE PROTECTION Pave 3 -- 03/22/2008 17:50.y .61224;1655 PAGE 35 Daqe G REGAL HOL'SE--pOPPLER Date FittanQ Leqand Generic Rlazm Va Genexic 9utterf:y valva Roll Groovg Coupling Dry Pipe Valve 90' Standaca Elbow 45' Elbow Gate Valva 45` Gxyd-Vic Elbow 90' Gxvd-VSC Elbvw 90' Givd-Vic :ee Detector Check valve Lonq Turn Elbow Mediwm Turn Elbow PVC 8candard Elbow ?VC Tee Branch PVC 45' ElbOt+ Flou Contral veloe PVC Coupiing/Run Tea 9wing Check Valve 90' Flov thru Tee 45' .FZZalock Elbow 90' Fireloc;c Elbow SVafar CheCk Vglve 40' Firelock Tee Mec.hanical 1'ee 'e:ow Suitch Computer Erogzams ny Hydratec Ir.c. Route 111 windham N.N. IISA 03097 63/22/20d0 17:56 61<2411659 -? :,lNn ei:wti rxvlrc:ilvu ASG1L HOUSE--PO?PLER Eage 5 Ca'e PAGc 06 Unadjusted Fittinqe 2ab1a =?Z 3/1 1 1 1!6 1 1fZ 2 31/1 3 3 1/2 < A ' 7.7 2:.a 17.0 8 7 10 12 C 1 1 1 1 3 . 3 L 1 1 ° 9.5 17 28 E 2 Z 2 7 4 S 6 7 B 10 F 1 1 1 1 2 4 ) . 3 3 8 ? 1 3 1 1 2 H 1 -.5 7 Z 3 3 3.5 3.5 = Z 3 9 3.5 6 5.0 B 7 ? 4.J C 8 B.5 10.8 17 :7 16 ? 14 10 L - 1 7 z 3 4 5 5 6 M 3 4 S 6 6 B N 7 8 9 11 12 13 0 3 3 ? a B 30 13 IS P 1 1 1 2 2 2 3 ! 0 18 29 3s A 3 1 1 1 1 1 2 2 3 1 5 5 1 9 11 14 16 18 22 T 3 4 9 E 8 10 12 15 17 26 U 1.8 2.4 2.6 3.1 v 3.5 9.3 5 6.8 W 10.3 x 8.5 10.8 13 15 Y 2.0 7.0 510 6.0 8.0 10.5 12.5 15.5 21 - 7 2 2 3 a 9 6 7 8 '_o 5 _ 6 8 10 }2 =4 16 L6 20 ZI A 1' 27 29 B 9 10 12 19 21 C 1 3 ! 1 1 1. 1 1 1 1 D 47 4 ?1 14 18 1 24 27 35 40 0 50 61 F 5 7 9 11 13 17 19 21 24 29 G z 3 < 5 6 7 8 13 11 _3 7 9•7 J 6.5 8.5 10 19 20 23 25 30 I 8.5 10 13 17 20 23 25 33 96 90 3 21 25 33 41 $O 65 78 BB 98 120 K 38 55 45 L 8 9 33 18 1B 28 27 30 36 CO M 13 12 16 19 22 . 9 0 P Q 33 R 5 27 32 CS 55 65 76 87 98 109 130 T 25 , 30 35 SO 60 11 B1 91 301 333 0 9.2 5.0 5.0 V 6.5 10 13 13.1 31.8 95.8 27.4 x 21 25 33 Y a 12 14 19 22 27 35 90 95 50 61 Compucer Programe by Hydxatec Inc. Route 111 Windham N.H. vsa 03087 , 03/22/2000 17:59 6122411559 FAGE 37 ccJlbn LtN_ Ytnk NttU'1'k::1'!CN Paqe 6 REGAL HOL'S'a--POP?LER Da-e xode slevncioa x-i.ec pt pn [low nemisy Asea vreee N0• ACxual Actual AeeaA Req. Rp. - 9 7 12_3 .14 10.52 .1 1c5 12.7 z 9 3 12.31 rta 10.51 .. 105 17.3 3 9 13-3 na / 9 1,4.04 no 5 9 15.48 np 6 9 15.48 na 7 9 - 3S.4B na 8 9 Ll.69 na 9 9 16.96 na 7R 9 . 1'.4 aa BR 1 29.12 ap , UG . ' 22.48 fld 30 UGi 1 , 25.95 ns 97 1 59.11 tta The mnatmuID velociiy +_9 2:.2 and lt occuia :n tRe p:pe bacveen r.odae 061 anC S^, Compur.er Proqrems ty Hydzatec Snc. ttouce ili winanam N.H. USA 03087 e3i22; 2eae 17: se e12241165s Pa,r_ aa D6SIGN LiNE FIRE PRO'CEC TION Paqe 7 REGAL HOCSE-^?OP?LER pgte Hyd. pa Dia. Fittinq p:pa pt •Pt Ref. C. or Ftag's P6 Pv ••'*W "' Notes ?•**"« Poin^ Qt PflUL Eqv. Ln. Tota'_ Ff Pn 1 10.52 1.101 10.000 12.300 tc eactor = 3.0 tC 150 2 10.52 0.0207 10.000 0.207 Val ° 3.545 2 10.6i 1.101 IT 9.563 1.000 12.507 H Factor - 3.0 *.0 150 9.562 3 21.13 0.0759 LC.562 0.7 96 ve'_ - 7.121 3 1,301 1T 9,563 0.400 13.303 co ?50 9.562 _4 e^i.13 0.0753 9.862 0.750 Ve'_ = 7.121 4 1.101 19.000 14.053 tc 150 8 21.i3 O.G753 19.000 1.431 vel - 7.121 21.13 15.484. K Factor - 5.37 5 to fi C 0 1.101 150 0 1?.ODC 15.985 10.000 C 0 0 0 vQ1.0 6 0 1.201 lE 3.925 15.OOC 15.485 0 tu 150 3.825 0 ' 0 0 18.925 0 0 Vel = 0 'r 0 1.101 1T 9.563 0.400 15.485 0 to 150 9.562 Q 8 0 0 9.962 0 0 vei = 0 8 21.13 1.101 7.T 9.563 10.000 15.485 ta 15? 9.562 9 21.13 0.0753 19.362 1.973 Vel 9 1.:0? lE 3.825 2.060 16.958 to 150 3.825 TR 21.13 0.0154 5.325 0.939 ve'_ - 7.121 TR 1,104 5.000 17.397 to 120 2.166 SR 21.13 0.1176 5.000 0.562 Vel = 7.082 gR 1.104 18 3.000 20.129 to 120 15 6.913 6.413 1.299 UG 21.13 0.1123 9.413 1.p57 Vel = 7.082 - UG 30.00 1.61-1 lE 5.320 - 95.Q00' -22.451 Qa = 30 to UG1 51.13 140 C.0690 5.320 50.320 ' ?7.0'- Ve'_ = 6.056 uGl 0.995 1G -45.000 25.951 to 150 1T 5.841 5841 . ST 51.13 0.6324 50 891 2.159 ' Ve: = 21.097 51.13 58.105 ?i Factor - 6.74 ?y ? ?s G Canputez Proqram5 by Rydratec Inc. Route 111 9PindhdIIi N.A. USA 03087 63/22/2006 17:50 61e2411655 .. Fin PrdooYen py CampmRM Desipn DESIGN LINE FIAE PROTECTION ? 763-441-7335 PAuE 09 Job Name : AEGRL HOUSE--POPPLER Blli191l1g : L:L'ZNG ROOM CALC Locatior. : 3020 PCPPLER LANE BAGAN MN Sy6Lem Concract , Oata File : REGAL2-2.WXF Computer Prograns by HydrateC InC. Rcate ill Wintlham N.H. USA 03087 03/22/2679 17;58 6122411655 PAGc 10 JESiGN L1N't ;iRE PRO.ECSION pg4q Z AEGA? HOUSE--POPFLER Ca:e HYDRAULIC DEsIGN INFORMATIOH SHEET Name - NEGAi HDL'SE Locacion - 3020 POPPLER LANE BAGA.N MN Buildinq - LIVING RWLf CALC Contractuz - A?-71pN AUTOMATIC £IRE ?RO.ECTION Calculated 6y - BRJCs". T96MAS . Constructicr.: ( ) CombUBtlb:e (X) Nor,-Com6u5tibla OCCUPANCY - S Y S T E tt 0 E I G v Date - 3!7/2000 5y9tem No. - _ Contract No. - Lraviag Vo. - 1 Ce+_linq Height 8 F.ET Type Of Cdlculation: (}NZPA 13 ReSideritial ()NFPA 13R Number of sp=ir.klera Floxlnq: ;)1 c 12 O4 O ( )other ( )Specific Ruling Made by Lisced Flow dt Std:t PoiR: LlSted PT2S. 8C $tact Poi:l. MAXIMUM LISTEG SPACING 18 Domeatic Flow Rdded AdditionalFlrnr Added P],evat_o[i dL Higheet Outiet Note:T.IVING ROOPf CALC 10.5 Gpm 12.3 Psi x 18 30 Gpm 0 Ggm 0 Gpm ?XVNSPA 13D Date System Typa (X) W9C i 1 Dry ( 1 Deiuge PreAction Sprinkler dr Naxzle Mako CENTRAL Model LF 3ize 1/2" NPT X-Factor 3.0 TempereCure Retin¢ 155 Calculation Gpm Required 51.13 ?si Requlretl 57.298 2?',SE R7-SE3 9nmmary C-FacLOr Uaed: Gcezhead 150 Underground 140 W Water Elow Test! Ptzm Data: A Date of Pest - 3l15/2000 AetedCap, T Time of Test - @ Psi E Stat:c (Pgi) - 70 Elgv, 1 R Residua'_ (PSi) - 65 Other FLow (Gpm) - 2CR0 5 Elevation - 1 g Location: SITE P L 5ouxce of ir,ic m=tione ACTION AU^OMATIC FIRE Y Tank or P.esexvoir: rtip, Eiev. Ne11 Piooi E1Ow Gpm. Cacputer P*cg:ams by HydzacecInc. Route i11 Windham N.R. USA 03087 )SSLGN LINS FIRE YR6TECfION . Paqe 3 :FtiAL HWSfi--POPPLER Date 03/22/29d0 17:50 61e2411655 PaGc 12 DESIGN LINE F:RE pAOTECTIOa Page 9 AEGAL HOUSE--POPPI.ER 7a_e £:ttia9 Le4e.^.d Abbrev. NamA Genezic P1ar.n Va Generic Butter£Iy valve Roll Groove Couplinq ?ry Pipe valve 90' Standard Elbow 45' Slbow Ga2e Valve 95' Grvd-Vic Elbow 90' Grvd-V.c Elbow 90' Grvd-V:c Tea Detector CheCk Va.ve Lonq Turn Elbow Medium Turn Elbow 2VC StandaxG Elbow aVC tee Branch PVC 45' Elbow F1ow Control Valve pVC Coupling/Aun Tee Sc.iag Check Valve 90' £low thzu Tee 95' c'iselock Elbow 90' Firelock Elbow 47afer Choclt Valvo 90' Fireiock Tee Mechanical TeB F'_ow Ewitch Computec Progcnms by Hydratec Iac. Route 111 Hindham N.H. USA 03087 03/22/2089 17:50 6122411655 ' PAGE 13 uasi(?n -inL r.Kz rxureCiiory a.ae 5 -AEGAL HOUSE--POPPL&R Da`e Unadjus;ed eittings iable - 112 3/4 1 1 1/4 1 112 2 2 1!2 3 3 1/2 4 A 7.1 21.5 17.0 H 7 ID 12 z i i _ ° 9.s iT za e z z z 3 4 s e , 3 ic F 3 . 1 1 2 2 3 3 3 1 ? 1 3 3 7 ? H 1 1.5 2 2 3 7 3.3 3.3 = 2 3 4 3.5 6 5.0 8 7 J 9.5 6 B 8.5 1C.8 13 17 16 K 19 LA L x 1 2 ] y 3 4 5 5 6 M 2 2 3 3 1 5 6 5 8 N 7 , 7 E 9 11 12 13 0 3 3 _ E 8 10 12 15 p 1 1 1 7 2 ] 3 9 7 1B 29 35 R 1 1 1 1 1 1 2 2 g d 9 7 7 9 11 lt 16 33 ZZ T 3 9 S E 8 10 12 15 ll 20 u 1.8 2.2 2.6 - --"3-.-9 J 3.s a.s a a.n w i0.3 x 8.3 10.8 13 16 Y 2.0 4_0 S.0 6.0 d.0 10.5 12.5 15.5 12 Z 2 Z 2 3 4 5 6 7 8 30 5 e 8 10 12 14 16 18 20 70 A 17 27 29 0 ? 10 12 19 21 1 1 1 _ 1 1 1 1 ? . D 47 C 12 14 18 22 27 35 10 45 EO 61 F 5 ' 9- 1: 13 17 10 21 24 28 G 2 3 4 S 6 7 8 1C 11 13 H 9.5 5 6.5 8.5 17 18 20 23 25 30 I 8.5 10 13 '^ 20 23 25 33 30 40 J 21 25 33 41 SD 65 78 88 98 110 1( 36 55 IS L 8 9 13 16 27 27 30 34 10 M 10 :2 16 19 ]Z u 0 P Q 33 A S 27 32 45 SS SS 76 97 58 1?9 130 T 25 30 35 50 60 71 BL g1 101 121 0 4.2 5.0 5.0 V 8.5 10 13 W 13.1 3:.8 39.8 27.4 % 21 25 33 Y Z 12 14 18 22 27 35 AO 45 56 61 -?ompute: Pro9raes by !{yd=dt2c IIiC. Route 111 Wittdh2aA N,H. USA 03087 63/22/2090 17:50 6122a11655 ? PAGc 14 uc,?.??v a,lrt t'itta rxUl'Y?C:'i:c7N Pa3e 6 REGAL HOJS6--POPPLEA Date tloda 8lavatioD 3f-Pect Pi Qn Flow Oeasity 11zea erae• tlo. _ ACCW2 ACLWl ACCaC P9Q. RlQ. 1 9 . 31.68 ne ? A 11.60 as 3 9 34.68 aa a 9 14.68 ne S 9 3 12.3 44 10.52 .1 fi 9 3 12.51 na 10.6: .1 7 9 19.93 na B 9 14.68 M 9 9 16.35 ne TA 9 16,59 aa en a 19.32 nn UG 1 11.67 n0. 30 4G1 1 25.14 Rp 51 1 57.3 110. The maximum velocity t* 21,1 and _t occure 4n the piFe bakwan nodea 061 end Sx IOS 12.3 lOD 12.] Compute: ProgYazns by F:ydcatec Inc. Route 211 Windham N.H. [15A 03087 . 03J22/2000 17:50 6122411655 PAGc 15 `C'cSIGN LINE FIRE PROTECTI6N pggg 7 AEGAI. HOUSE--POPPLZA D'dte Hyd. Qa Oia. Fittinq PipQ Pt Pt Ref. "C" oz Ftnq'e PG Pv +??"•*• Notes *•"•` Foint Qt Pf/uL Eqv. Lr.. Totnl Pf Pn 1 0 1.101 10.000 14.676 0 Co :50 0 z o e 10.000 0 o vel - a 2 0 1.10i 1T 9.563 1.000 19.676 0 to 1SD 9.562 0 3 C 10.562 0 0 vel - 0 3 0 1.101 1T 9.563 0.400 19.616 0 Co 150 9.562 0 4 0 0 4.962 0 0 Vel = 4 0 1.i01 19.000 14,6116 0 . to i50 0 8 0 0 19.000 0 0 vel = C 676 K Factor = 5 10.52 1.101 10.000 12.300 x Factor = 3.0 to 150 6 :0.52 0.0207 10.060 G.207 Vel ? 3.595 6 10.51 1.101 lE 3.825 15.000 12.507 R Factor m 3.0 to 150 3.625 7 21.13 0.0753 18.825 1,918 Vel = 7.121 7 1.101 1T 9.563 0.400 13.925 to ?50 9.562 8 21,13 0.0753 9.962 a.750 Vel - 7.121 8 1.101 1T 9,563 10.000 14.676 to 130 9.562 9 21.13 O.C733 19.562 1.473 Vel = 7.121 9 1.101 lE 3.825 2.003 16.150 to 150 3.E25 Tx 21.i3 0.0736 :.825 0.639 vel = 7.121 TR 1.i04 5.000 16.588 co 120 2.166 Hx 21.13 0.1124 5.000 0.562 Ve2 =' 7.082 HA 1.LC9 1S 3.000 19.315 to 120 3S 0.913 6•413 1.259 tiG 21.13 0.1123 9.913 1.057 Val - 7.032 UG 30.00 1.61 lE 5.320 45.GOD 21.672 4a m 30 to 140 5.320 UG1 51.13 0.0690 50.320 3.470 Vel - 9.058 UGi 0.995 1G 95.000 25.142 to 150 1T 5.641 5.641 ST 51.13 0.6324 50.841 32.154 Ve: - 21.0a7 51.13 57.296 K Factor - 6.7 Computer Ptog:ams by Hydratec Inc. Aoute L11 xindham N.H. USA 03087 CITY QF EFlGAN CASNIEF: JS TERMINAL N0: 760 DA7Er 12/14/49 TIME: 14:32:59 111, NAME; DAVE RI7GEI CONSTRUCTTON k ?_2:i2 3220 3020 RDPF'LEF LFi 30.00 3210 9001 30E0 POPPLER LA 1,245.75 . 3866 9379 3020 F'Of-FLEF2 LA 100.00 3422 3001 3020 POPPLER LA 609.74 2275 9220 3020 F'UF'F'LER LA 1? 039.50 3446 9009. 3020 POPPLER lA 10.50 2155 3001 3020 POPPLER lA 0.50 3743 9220 3040 POPPLER LA 50.00 2155 9001 3020, FOF'FL.Efi LA 72.50 3869 3220 3020 F'OF'FLFfi LA 468.00 CR121288 *%c CONTINUE USER ID: JAN CUNTINUE ?X?K**?k ??k*? ?k*?k#X?kcX??kXc*********?k?c?k%t ?k??%?*#*?k ?c?**?m???*??***:?*?***???****** cnNTrNue CITY OF EFlGAN CASHiER: JS TEkMINAL N0: 760 PATE: 12/14/39 1'ShfE: 14:32.53 ID: NAMEa DAVE kEGEL CONSTRUCTIQN 3?16 9220 3020 F'OFF'L.F_Ff lA 11.4.00 3743 3220 3020 F'OF'FL_EFt I_A 50.00 3865 9220 3020 F'Qf-F'LER LA £325.00 r Tota1 Receip+, Amoun+,: 47E315.43 cRi2i.z8s us+.R iD: aaN 1999 BUILDING PERMIT APPLICATION (RESIDENTIAL) C ' 3830 PILOT KN B RD - 55122 ?' 651-681-4675 ? 7 New Conshucfion ReauhemeMs Remodel/Reoair Reaulremen}s ? 3 reglsfered sHe surveys ehowing sq. R, ol lot, sq. R. ol house 2 copies of plan and ,Q roofed areas (20% moxlmum lot coveraae allowed) 1 sel of energy calcufaHons for heafed addHions ? 2 coples o} plans (show beam R window shes; poured fnd. deslgn; etc.) 7 sRe survey lor exlerlor addMlons 3 decb > 7 sef of energy calculaflons ? 3 copies of hee presenalbn plan M lot plaMed after 7/1/93 - ? Z'js O? DATE: I 'Z-" 2--9 °1 CONSTRUCTION COSi: DESCRIPTION OF WORK: NJGQ vlc) m lr STREETADDRESS: ?62-d L?NL LOT: ? BLOCK: _? SUBD./P.I.D.?k: ??PpL%ErL. ?OM? S7 PROPERTY OWNER CONTRACTOR ARCHITECT/ ENGINEER Name: Phone #: Last First Street Address: City State: Zip: Company: (2 EC--F. G. CoN ST - Phone #: l i[ Z 7 fS? -d? 33 (area code) Sheet Address: 1 lG a3 1??Y Id 01-'; ?• License # 1 Zf 3 Exp. city SPfZ1NCT ?-a?? ??w? state: VyNN zip: ?S?3Z Company: ' Name: Telephone #: area code ( SheeT Registration #: , City State: Zfp: (?' ?? ? 1?-r LF'? 9 a ?Sewer & water Ilcensed plumber (reauired far new consfrucNon onM: -kAC! ? (': Iti S U V'\' PenaHy applles when address change and lot change is requested once permk Is issued. I hereby acknowledge thaf I have read this applicatlon, sfate that fhe Information Is correcT, and agree to compty ? all cpptlcabl Stafe of Mlnnesofa Statutes and City ot Eagan Ordlnances. Signaiure of Appllcant: OFFICE USE ONL / Certificates of Survey Received ?'J Yes _ No nr? Tree Preservation Plan Received _ Yes _ No "ot Required ? OFFICE USE ONLY . , BUILDING PERMIT TYPE ? 01 Foundation ? 06 4-plex ? 11 10-plex ? 16 Fireplace ? 21 Porch (3-sea.) 0 02 SF Dwelling O 07 5-plex ? 12 12-plex O 17 Garage ? 22 Porch/Addn. (4sea. 11 plex ?? 03 1 of ? 08 6-plex ? 13 16-plex ? 18 Deck ? 23 Porch (screened) _ ? 04 2-plex ? 09 7-plex ? 14 Apartments ? 19 Lower Level ? 24 Storm Damage ? 05 3-plex ? 10 8-plex ? 15 Lodging ? 20 Pool ? 25 Misceilaneous WORK TYPE Ff 31 New ? 35 Tenant Impr ? 39 Gas Line On ly ? 43 Siding/Soffits/Fascia / ?, 32 Addition ? 36 Move Bldg. ? 40 Gas Insert ? 44 Windows/Doors ? 33 Alteration ? 37 Demolish Bldg.* ? 41 Wood Stove ? 45 Fire Repair ? 34 Repair ? 38 Demolish (Interior) ? 42 Reroof ` Give PCA handout to appl icant for demo lition permit GENERAL INFOR MATION Const. (Actual) ?LL Basement sq. ft.SY./ l1 %? Census Code (Allowable) i 1 Main level sq. ft.,,, , ft : SAC Code of Units No UBC Occupancy A -s• !, sq. rc . Zoning sq. ft«; No. of Bidgs # of Stories sq. ft'i MC/ES System Length sq. ft. City Water Width ? ? Footprint sq. ft. Booster Pump PRV Fire Sprinklered APPROVALS Planning Buiiding u Engineering Variance Permit Fee Surcharge Plan Review License MGES SAC City SAC Water Conn. Water Nieter Acct. Deposit SJW Permit S/W Surcharge Treatment Pi. Park Ded. Trails Ded. Other Copies Total: % I 5 -14 q i Valuation: $ 1 ' C// x i SAC Units % SAC ?:a ? i;?-9 ??QM 12 :07 °?M H(??iE ? ??? C ?- APiNIIu'; P.°i i,??r" R;. r .V:. i' " ?i 9`15.. F, ! • i ,. ? 1 t EXI 1OR DMLOK MMtmE mU" coKwrnntm . ? . ,. 12ALplai - TU?????i'?1'?, ? ?? /'? - . • .-'i:'i? ?..6, " . . . . YF ?e ,. }DpRVM1 _ ' ' _ .. ... . - ?-.. h --_ .. . . . ?TOitt D4VYi.. ?2+'?"'?'?.?:. DATK/„?,_p?1?lIE'i , . ., , D£"IlIE iippKlMs mm FOOtABE OF F.A1me ; 1. TaTl14 !Xl+asKo YRLL fNtEnr f_ ?h_ rq? f}, I MuN.11.0 ? TOfAL ROW/CESLI?q! qRTRI' 3,(-"' sq. t!. s"i}'° IQAziS,- - . Y. T9TpL OIPCBED W11.L M6q CpLCULAI'l40N¢* . raau r:ps..d w.is 1 ? • are? abevr flnsr ? , ?? ?, it. +) Ts+ba3 rail rlndmr am! Enw3atiM llass jlriwd? sq, f!. a"U^ 451 ? Le. e Gl.ss ata:ea Z? Sa, rt, °u- b) Total deor arer ?U Sq. f!. s"ll" el Tutal slidinj ylase deer aeieut . tminlalsd Qiasa ylasN.? yQ. fC. 11 "U" _ ' ?w E tlltsa 234:*d te, r ru" .;}?. Al Totaz ii»p3aer "il at+?a ? i9. 1t. a'"V .e9 .i 6) 7041 Yall Framln0 area ? . tflver41e 301? 00 sqm f!. w "U• •091 ¦ . I , , • . f7 rotal iist Ya11 ar" sbow tlcwr linsulatad? jW.ti ."2l> yq. il., r"U"?. ? 11 7atal Ria jesat area 6 '94. Itt, r. •Ir• - Tolal FOundaL#on arN , (aYoOtlyd) O ?qs ftv h) Tebai FwndNian mdmlcnl sM !!, f °13" s i) Total Nok FOY»daCiob arrs o6aw gea4w.tq• ft. ¦ 'KM,- .06! ? ' TOTIIL t1 qllUt !7 2f SMs 93 Ss !be sae asv er lo*¦ 1641M ite? ii? rw haw ?efs !he fnhnt sf D.i.C, 8oation iAAb tr! !i . MON 12:07 PM H!1MB iiANtdlNU ASaOG, FkY id0. 612 75? 9i55 P. 2 o9128ia0 TGS 10:38 FAS 512 757 0955 HM r1J1M+I14d Aysuv inU ?vvr 1. TOTAt pW08E9 R001r/CL?ILING CALCULATIaNSa . rawi expawt .. . . . saaf/aeilin4 stv? __ 3Dd ?{ .. sq_.tt . , _ ., r _ ?IYt?'a;i.' j) Totil skpligh4 arpa sq Tt x"U" k) TCCal tvnTlaetlino trarinp. :ras taverape 107LI ?CO ? se f4 x"U" . ai5 17 ToCal tMt #qEYlAtvd reef/cyilng area Z ? l aq f'k s"U" : TOTE!L 33 thru 2]= _ If 4etaj of Wt ie the suc as, er lass'badn 02, rvu havw ?gt tha intent of S.A.C.•Beetiort 6006 (o) L. AL7EANATE BULLDINO BMVlLQDE D69I0Ii Ta uCiai%e tbo total prwelope systqap reihade the velues eyEab2isheq yy th• wa vf items 03 ana 04 phall rwt ba qreater . _ §han bhr sun ef iEeas if1 and qQ, . 1_- [rc?`m? ?j +•?J? "?i 7. ?? ? • G"7S .O S 3?.... jtv a'ri fo {4. ??..? o . C E R 7 I F I G A 7 L 0 N S hereby ¢ertifr bhat x nave aslculstnf !hw "t7" factatrp and ^(t^ valurs herete and that tho buildiop Ilare describpd see4t :er •xctirrds the Sh.ato of Minnesota Energy Conserva4ioe i1ert. tAatv) ?'""-' O(:T-25;99 MON 1G;I]$ °h1 HOMi FI,ANNING A3,+.1C, FF.n PIQ. Ei;2 i57 9755 z X o wA" rt'x•n e7/.Pt nut.W+s-L-Ws c4uw'x'ra?n40 . NSTRUCTION . IIALL AMINR SECTION:, . F. 3 R VALUE U ? i/tl a Q•92 wALL SECTION (INSULATEO) Interlar air fi ---{Z ' 2 GY . -(1 7rMi'L"MsS" --i4 `U? 3 RIM JOIST SECTlOn: ?-(4 ???,:• ' , --?-(1 inteHor --=-0 2'x `-p u a I'R ¦ •0Y3 .. , U s !/R . '.041•, ...?' . fOUNDRT ION SECTItlN: • " {Z InterTor ; lr fllm FA n . . '"`---?3 " CONCR h HL ?? k Exterlor a r i m n 0; ((? S TYR , 0. p . 2„ 3TYHFO AL R o 2. 7.13 " ? 1 STYBG ? 1!R + ? Sµ SLAR ON.4RADE Z x 4 xlth R 13 - ,` 06 1 - , 'a, 4 ,,• w,..a . ? (A ? ? !• •'• ? ? ? • ? Q????M .. c3 • '. 4 ? .? '..d`?o ?+ ? ? ? j? •'• ? A' ? ? ?. • r ?M? ( aL I • ? • H ? ? h 'r ? ? ?? 0 tw • • ? ? .:.r ?? ? ?? ? ? ? • ' ? . r ' ?' • ? 1 i • Q • ? ? •? ? ? L,? ? ?• •? . ? . . . . , . 4•?., '?? . • ? . . 25-59 hi?id i2.08 Fiv; ? '' . .. . ' , . • •. .?Y?« • !r?!'? J? , ssr,rinrs (rnsuLarFO); ""'"""""1' Interlor afr fJ1m ,. ?-.. ... }Z . Fa 7T"`` t ;., ,. _. . .,.... ??-?.. '? Y.. 4•.xcar ar a r rn S ...,._ .,.,. . . n.F R ` ? • u - ?ia , , 031. -VENTED LAME FiAfdtdliV?? qQ?60i1. EHe N'-j. bll 'l?l , . +;;;;.*.T,a?..?..,:•, --W-?-?- -+?... ,.. sECT?nra (irisuL+r tnr rlor alr flii -}? ?'??.it.1 . ?•1.., . . F ?.?....::....- ; , 3 xU r or .......atr in \.J ?. •.:.? :.:.,y,....: .. ? ;4r... F - . . . ,. • • : :,rss:: :^:..CEILiN6 FRAHIMt, SECTIQN: y "` 1 VENT,EO ....? 3 • ^ ? , ?.,:?. . -. ..?,... ... . sEc7rpN; ... °a' . }•, nrertor Alr /lim ? n Af , ? • z . -..?._.??.,_,? . .._ 3 _ .._. ._ ? ?tePlor's r Im y? - ._. ? ' 'lneha? woad - •? , ? ? ? • ' ... • ? . "fOTAL .:.. , . -. - - »... . .?..... I/A+• M ?• ? ??l . . . . . . . . . Y . ,, 1 Inslde ?lr film ?.F? ,x. 4 • • -?-?----?--?. ? :Ours de a r• . TOTA p ¦ .. . ? . -- ... . .. . .. . _ _ . . ..? ??"'' • , !1+ 1/R • ?.. , ?..r ;. t. 4 u 0 9 HO Addre Legal: ? ? x MEOWNERNAME:? , i ?•v ? X ? X REQUIREMEN'I'S FUR BUiLDI1VG PER1V11"I': 2 Heat Loss CaPa 2 Sigued Copies of Prints 3 0 SurveYs % /ai.4,r 1 Svil Test 1 Sub Contractor's List Dave Regel State License Copy •Y • ? ?, .4,,-, 0 0 SUB-CONTRACTOR LIST Add[ess ? ? Permit # General Cont????{? Owner rf} *Plumbing Contractor /4 ,/%?5r? 1, 12_7c?41- y74-te-) *eeating Contractor *Sewer Contractor Well Contractor Ezcavating Contractor ,Masonry Contractor Blacktop Contractor Stucco Contractor *Swimming Pool Contractor AG' 171Zd 4l?!('2)'04ZAd5 /S"l-V37' ?? . J7•4K'otF- -'-/37- 2 w.-? LL S 314cl 6 ;z- N'd k - aazs ?P-s-f ? r?l Hi N? <''? G. I ? 7SJ ?' b?4Yi \(7 i ? insulation contractor 7Pf.? *i:awn Sprinkler Contractor 444%d 6 12_ ya 7- 32o-y *Separate permits are required. NOTE: All contractors must be licensed and insured. * * ** PfONEER * 6f1? *** * Certificate of Survey for: I 995.4 891. 824: W I Z ? JI X I J a a? a? 892.2 2422 Enterprise Drive Mendoto Heights, MN 55120 (851) 681-1914 FAX:681-9486 ;umarws . OM cecwcros E-moil: PIONEEROPRESSENTER.COM W1EH5• lANOSLME ARON1EL13 625 Highway 10 N.E. 8loine, MN 55434 (612) 783-1880 FAX:783-1883 E-maii: PIONEER2@PRESSENTER.COM DAVE REGEL CONST. 3020 POPPLER LN BENCH MARK TOP OF PIPE eLoc. ELEV.=897.05 9&5 698.9 4? ' 1 ? N 135.00 PLAT) " 134.89 ?MEAS.) ? ,I' L. P. 8rf30.00 ? i 70.33 ? , R9].3 LOT AREA =-20,244 SF HOUSE AREA = 3,667 SF COVERAGE =18.17 DRIVEWAY AREA =RAMBLER-SlAB ON GRADE 897.9 -? r I 1i io . ? I / o i8 ? ?-------- 12.0 Q, 12.00, i 897.2 l ?p i 69? n.33?o\?5 \? $?\ I IA r. ? ? w \? i I 1Y / ? J w i ,, oo vwi N \ 4.00 ELv 095.4 Op v2 I w a za.oa i a N u ?aa o ? p1 W a N `'' ? 03 ? m 0 i ° I} 0 IC) 10 0? ? u a ? do ? ? 894.6 ( J 70.33 t6'4 1 896.4 I ?N N ?? ?? ? ? OI? ?•` I • Vl I Y !? • 1,6 10 890.6 y? 30.00 70.53 ?. ?wJ ?- 90.??118° a ?Iw? ? 134.89 (MEAS. BENCH /MARK 135.00 (PLAT? N 4 Z TOP OF PIPE ELEV.=893.96 BLDG. 894.8 .4 894 N07E: PROPOSED GRADES SHOWN PER GRADING PLAN BY: 3 NOTE: BUILDING DIMENSIONS SHONRJ ARE FOR HORIZONTAI AND VERTICAL LOCATION OF STRUCTURES ONLY. SEE ARCHITECTUAL PLANS FOR BUILDING AND FOUNDATION DIMENSIONS. NOTE: NO SPECIFIC SOILS INVESTiGA710N HAS BEEN COMPLETED ON THIS LOT BY THE SURVEYOR. iHE SUITAdIUTY OF SOILS TO SVPP(MT TSiE .`,PEGFIC HDUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. 895.7 {.. 1?88.z O 0 0 L0 T 896.1 S I L1' ?Etq?E 95. `I) PROPOSED HOUSE ELEVATION LOWEST FLOOR ELEVATION: TOP OF BLOCK ELEVATION: E'i 7- 0 GARAGE SLAB ELEVATION: TOB 0 LOOKOUT ELEVATION: NOTE: iH15 CEftTIFICA7E DOES NOT PUftPORT TO SHOW EASEMENTS OTMER THAN X 000.00 DEN01E5 E%ISTING ELEVanON THOSE SHOwN ON THE RECORDED PLAT. ( 000.00 ) DENOTES PROPOSED ELEVATION DENOTES ORAINAGE AND UTILITY EASEMENi NOTE: CONTRACTOR MUST VERIFY ORIVEWAY DE9GN. DENOTES ORAINAGE FIOW OIRECPON NOTE: BEpRINCS SHOWN ARE BpSEO ON AN ASSUMEO OAT1M • DENOTES MONUAIENT $ DENOTES OFFSE7 HUB WE HEREBY CERTIFY TO DAVE REGEL CONST. THAT TNIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 2, BLOCK 1, POPPLER HOMESTEADS OAKOTA COUNTY, MINNESOTA . IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCHROACHMENTS, EXCEPT 5 WN, AS SURVEYED BY ME OR UNDER MY DIRECT Sl1PERVI510N THIS 22 DAY OF NOVEMBER, 1999. SI NED: PIONEER ENGI EERIN , P.A. SCALE : 1 INCH = 30 FEET ?ECEpVED QEC / 0a I7??} s. c- ohn C. Larson, L.S. Reg. No. 19828 4 . LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION ,W PROPERTYLEGAL: n H ] W cx DATE OF SURVEY: LATEST REVISION: a DOCUMENTSTANDARDS O O? 4 o ? Registered Land Surveyor signature and company ? p a : Building Permit Applicant 6?j? ? Legal description ' ?' o : Address ? ? • North arcow and scale ??. • House type (rembler, walkout, split wlo, split entry, lookoux etc.) ?? ? • DirecUOnal dreinage artows wRh slope/gradent % ?? ? • Proposed/ebsting sewer and water services & invart elevation ? ? ? • Street name ? ? • Driveway t?p ? • Lot Square Footage m?? o • LotCoverege ELEVATIONS Ewstina ? ? • Sewer service (or Proposed) o Property comers ? ,?" ? ; Top of curb at the driveway d? ,? • Elevations of any ex6sEng adjacent homes ? m? ? Adequate footing depth of structures due to adjaceM ublity 7enches Prooosed o ? • Garage floor ?? ? • Firstfloor p/ o? • Lowest exposed elevation (walkoWWndow) ? a ? • Properly corners r? ?? • Front and rear of home at the foundation PONDING AREA (if audicablel ? ?/? • Easement fine ? QY ? • NWL ? ?p • H1NL ' a r??o • Pond # designation o e? o • Emergency OveAlow Elevation ? DIMENSIONS ? ? . Lot GneslBearings & dimensions o? ? • Right-of-way and street width (to back oi curb) ' e ?? - , porches, etc. Proposed home dimensions induding any proposed decks, overhangs greater than 2 ? (i.e. all structures requiring permanentfooUngs) ? ? • Show all easements of record and any Ciry utilNes within those easements ? p • Setbacks of proposed strudure and sideyard setback of adjacent epsting structures o?? • Retaining wall requirements, iF any „ ? Reviewed: Mareh 19% creAwkeLocvnMr.Frn CTTY USE OtiLY LOT ? BL 0 RECEIPT #: I;) 3 I a U SUBD. ?T 1 Q_,?' ?`? O U"/1(i S}p Ad S RECEIPT DATE: 1-7-0 0 MECHAIVICAL PEItMIT # --S c? S- ! c6 ?K9 MECHihNICAL PUiMTi' (W-SIDENTiAI) ap?c? crrroFF-?eAN 3930 Pu.or xNOS gn EAflAN MN 55122 (681)6$1-4675 Date: Complete this section anlv if you are installing HVAC in a single family dwelling, townhome or condo under consuuction and not owner /occuoied. • HVAC' 0-100M13 TII ADDITIONAL 50 M BTU • Gas outlets (minimum of one required @$3.00 ea.) State Surchazge Tocal g 3n.on\ 6.00 r 6 -aD . .50 Complete this section on if you are remodeling, adding to, or repairing an existing single family dwelling, townhome, or condo. Please indicate if it is a new item, alterarion, or repair. New Alteration Repair _ Other Reminder: Ca11681-4675forinspections. Furnace _ Air exchanger SITE ADDRESS: OWNER NAME: INSTALLER NAME: STREET ADDRESS: CITY: Air conditioning Other _.qz? Li- ZZ ) $ 30.00 State Surchazge .50 Minimum Total Due $ 30.50 CITY USE ONLY L BL RECEIPT#: SUSD. RECEIPT DATE: APPROVED BY: . , INSPECTOR MECHANICAL PERMIT #: 1999 MECHAv1CAL PERMrr (COMMEtcIA[.) CITYoF EAHAN 3$30 P1LOT KNOB ftD EAsAlv,lauv 551 SE (651) 681-4675 Please complete for: a11 commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit D.'lT: . l.lil l lV71.1 1 a"lllili. WORK TYPE: New construcrion Install U.G. Tank _ Interior Improvement _ Remove U.G. Tank (Minunum Fee) Processed Piping (Minimum Fee) •"NOTE: When installing/removing underground tank, ca11651-681-4675 for inspection by fire marshal and plumbing inspector. DESCRIPTION OF WORK: FEES: 1% of contract price OR $30.00 minimum fee, whichever is greater. CONTRACT PRICE x 1% PERMTT FEF, STATE SURCHARGE ($.50 per $1,000 of Demvt fee due on all peimits.) TOTAL SITE ADDRESS: OWNER NAME: PHONE #: (AREA CODE) TENANT NAME (IMPROVEMENTS ONLl): INSTALLER: ADDRESS: CITY: PHONE #: - (ARE4 CODE) STATE: ZIP: SIGNATURE OF PERMITTEE CITY USE ONLY L ? L ? RECEIPT #: 1)_ /,JlfJ v ° SUBD. 1?a, n? I?C?N1rLA A A z R?? RECEIPT DATE: J -? D"- 00 PERMIT # >> 9C?Qb 2000 PLUM$INfi PE{iMiT (MIDENI7lkL) crrY og E?eM sbso Pu.ar Kvos sn KAk6AA, b!A 55122 651-681-4695 Please complete for: ? single family dwellings ? townhomes and condos when pertnits are required for each unit ? backflow preventer for underground sprinkler system FIYTI IRFS EACH # TOTAL Alterations to existing dwelling - minimum fee Describe: $ 30.00 Bath tub $ 3.00 x = $ Floor drain 3.00 x = $ ? Gas i in outlet ' minimum - i 3.00 x = $ 3 Hot tub/s a 3.00 x = $ 3 Kitchen sink 3.00 x = $ " Laund Va 3.00 x = $ Lavato 3.00 x 2 = $ 6 Se tic S stem nawlrefurpished • re ulres MPC Iic. 75.00 x = $ Se tic 5 stem abandonment 30.00 X = $ RPZ new installation/repairlrebuild 30.00 X = $ Rou h o enin im X - $ Shower 3.00 x = $ 3 Under rounds rinkler Hdwellin isundercanstruction 3.00 x = $ Under round s rinkler if exisun dwellin 30.00 x = $ Water closet 3.00 x Z = $ d Water heater 3.00 x = $ 3 W ater softener If dwellfng under construetlon 5.00 x = $ W ater softener If exlsting dwelling 30.00 x = $ Water turnaround 30.00 x ---- _ $ State Surchar e .50 -> ----> ---> $ .50 Total --> --? ----> ---? $ Reminder. Call for inspections of alterations, i.e. water heaters, water softeners, etc. -----------•--------------------°-----------••------ ------------------------------•---•--- ---------------•-------------------._...... I hereby acknorAedga that I have read Nis application, state that the informatlon is cortect, and agree to comply with all applicable. City of Eagan ordinances. It is the appliranYS responsibility fo notl(y fhe property owner that the Gty of Eapan assumes no liability for any damages raused by ihe City tlunng ds normal operational and maintenance activities to the facilities wnsWCtetl under this permit within Ciry property/right-of-wayleasement. )++C) 0 SITE ADDRESS: 3 D ao? OWNER NAME: : Q TELEPHONE #: (AREA CODE) INSTALLER NAME: TELEPHONE #: 7?70 (AREA CO?E) STREETADDRESS: 9/7C/ ? ??• CITY: ???? STATE: ZIP: ??- SIGNATURE OF PERMITTEE REBOLUTION OF CITY OF SAGAN ADOPTIN(i SETTLEMENT AGREEMENT WIiEREAS, on July 2, 1991, the City of Eagan assessed various parcels for strtet area improvement as part of Public Improvement Project No. 543R; and WHEREAS, the following is a partial list of persons assessed with a street area charge pursuant to Project 543R who have brought an action in District Court appealing the street area assessments: Subiect PID Court File No. Frances E. Bader et al. 10-58500-040-00 C9-91-7937 Donald Hill Sr. et al. 10-56500-020-00 C4-91-7943 Carl W. Glewwe et al. 10-58501-050-00 C6-91-7944 Joseph Kurhajetz et al. 10-58500-050-00 C5-91-7935 Norman Lindman et al. 10-58501-030-00 C2-91-7942 Marvin W. Post et al. 10-58501-040-00 C9-91-7940 Elenor E. Weber 10-58500-030-00 C8-91-7945 WHEREAS, the parties to the above-listed court cases have agreed to settle these disputes according to the terms described in the attached Stipulations. NOW, THEREFORE, be it resolved, the Eagan City Council hereby adopts the attached Stipulations resolving these assessment appeals and authorizes the Mayor and City Clerk to execute the Stipulations on the City's behalf. CIT Y Oi EAGAN Dated: 1992 ST M?Yo ? ATTEST: By: . J. VanOverbeke its: ity Clerk ?----------------i i ? Pennit #: I I i PertnitFee: Z? I ? I Date Received: I I ? I j Staff I L - - - - - - - - - - - - - - - - - I ?20 8 COMMERCIAL UILDING PERMIT APPLICATION Date: Site Address: / D,ez<<-°y` L-Q-?/?--Tenant Name: [/2kvi4az- 0,91stot d^?fGS (Tenant is: _ New I_?C Existing) Suite #: PROPERTYOWNER Name: D4k4c? CF.?.4(RLf9,tJi?r25 Phone: (P-?/ ?88 40$68 Address / City I Zip; 44V (D?NeJ1 PYrSS/af Applicant is: _ Owner ? Contractor TYPE OF WORK ,,A SLJS???- Description ofwork: _ZrVS`fa,/( CB;hil/9 7`?'ack s? / Construction Cost:Y/, 300• OD CONTRACTOR Name: ACcE,SS License#: eEO9ID1 Address: .D/`r?L city: 2 a state: /&A/ ziP: Phone: 6-44&- 9Z-2-2- Contact Person: .?7?IlGM4P"S?0-dl ARCHITECT/ Name: -ZroS'VhL f CCU-/KC-.?OVARegistration#: ya.3 yv2- ENGINEER ??? Address aeec? y City: State: 00114Zip: .7?M36 Phone: ??Q - Olp7 -?lp Tai Contact Person: Licensed plumber installing new sewer/water service: Phone #: ; ?srrfions:bf ` on submit are consrderea{Yo be,pubtic information 'NOTE• Flans 'antl sup or#rrig riocuments thaf . , p y y}" C b r ? ermif Yhe Cifjr to '`' the inidrmatron may d ctassfhed as non ede s ec c' easans thaf would abhcif ou ro , e, v p ? r p p y p ? _ ... ? coriofir?etk'atYhe`?aretraa[es`e6reis.? I here6y acknowledge lhat this information is complete and accurate; that the work will be in confortnance with the ordinances and codes of the Cdy 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 permd; 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 /nars??/; .a-? ApplicanYs Printed Name . D? F ??/ Signature JUN 1 7 Z001114ant's Page 1 of 3 k DO NOT WRITE BELOW THIS LINE SUB TYPES: ? Foundation ? Public Facility ? Accessory Building ? Apartments ? Commercial / Industrial ? Ext Alteration-Apartmenhs ? Lodging ? Careenhouse ? Ext. Alteration-Commercial ? Miscellaneous ? Antennae ? Ext. Alteration-Public Facility ? Nail Salon WORK TYPES: Type of Const. ?T ,8 Width ? REQUIRED INSPECTIONS ? New ? Interior Improvement ? Siding ? Demolish Building" ? Addition ? Move Building ? Reroof ? Demolish fnterior g Alteration ? Fire Repair ? Demolish Foundation ? Replacement ? Windows ? Water Damage • Demolitlon (entire building) - give PCA handout to applicant DESCRIPTION: Valuation //A ocv? Occupancy R-y (94" MCES System Plan Review ? Code Edition 6vc. SAC Units - (25%_ 100%? Zoning /2-/ City Water - Census Code Stories ? Booster Pump - # of Units / 3quare Feet PRV - # of Buildings / Length Fire Sprinklers "r _ Footings (new bldg) Sheetrock MeterSi e: Footings (deck) FinallC.O. _ Footings (addition) ? Final/No C.O. Foundation HVAC - Drain Tile Other: Roof: _, Decking _ Insulation _ Final _ IceNVater Pool: _Footings _Air/Gas Tests _Final Fireplace:_R.I. AirTest _Final s ? Framing Zp- Reviewed Stucco Lath Stone Lath Bridc Insulation g Wall Final C/O Inspection: Schedule Fire Marshal to be No By: Building Inspector Reviewed By___ Planning --?------------??'7 -I/--_-"__---------------------------- - - Base Fee Surcharge Plan Review SAC-MCES SAGCity SIW Permit S!W Surcharge Treatment Plant Treatment Plant (Irrigation) Park Dedication Trail Dedication Water Quality Water Supply & Storage (WAC) 3 ?-7 - Financial Guarantee Storm Sewer Trunk Sewer Lateral Sfreet Water Lateral Other Sewer Trunk Water Trunk Total Page2of3 AccBSs LiFrs INc. March 13; 2009 1195 Tawn Centre Drive Eagan, Minnesota55123 ` (651)688-9222 • Fax:(651)688-2536 , To1lFree:1-800-557-9228 www.accessiifts.net City of Eagan _ Suilding Inspection Department 3830 Pilot Knob Road Eagan, MN 55122 . Re: Pernut # EA 083889 This letter is to verify that after a11 construction work was completed at 3020 Poppler Lane and the lift track system was installed, the entire track system was load tested with certified test weights. The capacity of each lift is 440 LBS and we tested tlris track system with 125% of its capacity (550 LBS) per the manufacturer's zecommendadon on 10-28- 08. , fhis test was witnessed by Access Lift employees and myself. If you have any qnestions regarding this verifica6on, please call me. Steve Marstad " CITY OF EAGAN Remarks Addition Popplers Hamestead Lot 2 R,k 1 Parcel =10 owne,_2L,•?, 2 <!' 1' ' ?L'- screet_ 3020 Poppler Lane state EaganNN_55121 " = > _ ?; •- .J. .a:-c..J ?. / Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL 1 WATERMAIN WATER LATERAL 1972 20 WATER AREA 1977 60-00 10-66 15 0 DO _ G _ STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. 6UILDING PER. SAC PARK PERMIT City of Eagan Permit Type:Building Permit Number:EA161877 Date Issued:06/16/2020 Permit Category:ePermit Site Address: 3020 Poppler Lane Lot:2 Block: 0 Addition: Poppler Homesteads PID:10-58400-00-020 Use: Description: Sub Type:Windows/Doors Work Type:Overhead Garage Door Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Fee Summary:BL - Base Fee $1500 $62.50 0801.4085 Surcharge - Based on Valuation $1500 $0.75 9001.2195 $63.25 Total: 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. Contractor:Owner:- Applicant - Living Well Disability Services 1168 Northland Dr Mendota Heights MN 55120 (651) 497-4180 Twin City Garage Door Co 5601 Boone Avenue North Minneapolis MN 55428 (763) 533-3838 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA161877 Date Issued:06/16/2020 Permit Category:ePermit Site Address: 3020 Poppler Lane Lot:2 Block: 0 Addition: Poppler Homesteads PID:10-58400-00-020 Use: Description: Sub Type:Windows/Doors Work Type:Overhead Garage Door Description: Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 1,500.00 Fee Summary:BL - Base Fee $1500 $62.50 0801.4085 Surcharge - Based on Valuation $1500 $0.75 9001.2195 $63.25 Total: 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. Contractor:Owner:- Applicant - Living Well Disability Services 1168 Northland Dr Mendota Heights MN 55120 (651) 497-4180 Twin City Garage Door Co 5601 Boone Avenue North Minneapolis MN 55428 (763) 533-3838 Applicant/Permitee: Signature Issued By: Signature