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774 Elrene CtGEO. SEDGWICK HTG. & AIR COND. CO. HOUSE HEATING TEST RECORD ADDRESS ? r) `r` ? / I"f-•'? ? CITYIL-? OCCUPANT OWNER HEAT LQSS DATE HTG. INST. I SOLD BY -- ??) ?,?d?-tQP'? ? Ll1 B1 INSTALLED BY ? Ci?.7 a? . Electrical Work By ` Gas Line By G rJ _C ,= ??. wt c. F TYPE QF HEAT GA_ FA = HW_ STEAM SPACE HTR. UNIT HTR. OTHER GAS DESIGN MAKE ?• P? /? O x Model ?' ?' 4- I DC? ? 3 5erial _ S8 6 `"}'C.. U 90 r7/ INPUT / 0 C d Uo THERMOST Valve T? Heat Plug U? P i- Limit // ,1,7C?'+i?t'? Limit 5etting Fan Setting Pilot Type - c? S at Pilot 1lqake Pilot Model - Pilot Timing - _L/1 57,St/1, / L.W. Cut Off Pressure = - ?•'' C • Percent CO ? 2 Input CFH %0 [3 ? z,/ Percent O 'y? 5tack Temp. ') Percent C02 0 5? OFBURNER Max. BTU Rating - MAKE OF FURNACE CONVERSION Vent Sixe Q#E / KIND OF LINER ONE Draft Hood i- St 1 ' 1.? -? - Regulator _- Filters Size Number Chimney Location Inside Outside ? Chimney Construction _ Smoke Bomb ? Wiring Draft ' Test Tag " " - Door Pressure Lighting Inst. Date Tested I Company Testing Name of Testef.- ,L?,'? <' ? CITY OF EAGAN Addition Windtree Addition Lot 11 Rik 1 Parcel #10 84470 110 Ol Owner street 774 Elrene Court State Eagan NW 5512% Improvement Date Amount Annual Years 2e, Payment Receipt Date STREET SURF. 1,0 1975 117.08 11.71 10 STREET RESTOR. Z 1983 303 42 606,08 2 7-31-85 GRADING llq 9 24 . 5 24.79 0 0 Grading 4 1482 138.39 24.78 5 7--?1-85 SAN SEW TRUNK t5- 1971 327.07 16.35 ZU * SEWER LATERAL q' 1982 2978.21 595.64 5 731-85 E;ATERMAIN * WATER LATERAL 1982 5 WATER AREA Z 1977 414.30 27.62 15 165.72 A015 77 -31- 5 * Sezviaes 1982 5 STORM SEW TRK ? 19$2 1-1$$.09 237.62 rj 1 237.65 A015 77 7-31- 5 STORM SEW LAT CURB & GUTTER SiDEWALK STREET LIGHT WATER CONN. 500.00 to 11 BUILDING PER. 10115 „ „ sa,c 525.00 " " PAR K 1 300.00 20141 CITY OF EAGAN 3830 Pllot 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 >4' . 7 ?Date SiteAddress Lot I ' Block ? 5ec/Sub. Parcel No. 1ST s Name W = Address o r.?n, oti,,.,e ? ?i- 31 ? ?C . o Name ' .l "T COKS •r o? Address l ;N +t ;_ :1V: U ? City Phone C ?y W Name ? za Address g = W Ciry Phone I hereby acknowledge that I have read this appl that the information ia correct and egree to comply, State oi Minnesota Statutes and City of Eegan O Signature of Permittee A Building Permit is issued to: all work shall be done in accordance wfth all app Building Official m and stat dl epplicabl nces. le State of 14000 19 OFFICE USE ONLY On Site Sewage _ OcCUpancy MWCC System _ Zoning On 5ite Well _ Type of Const City Water _ (Actuaq (Allowable) ?t oi Stories Length Depth S.F. Total Footprint S.F. APPROYALS FEES Assesaments _ Permit Water/Sewer _ Surcharge - 'v Police Plan Review Fire _ SAG CKy Engr. _ SAC, MWCC Planner _ Water Conn. Council _ Water Meter Bldg. Off_ _ Road Unit APC _ Treatment P1 Variance _ Parks Copies TOTAL on the express condition that Minnesota Statutes and Ciry of Eagan Ordinances. e e Permit No. Permit Hpldar Date Telephone s Plumbing H.V.A.C. Electric , Softener Inspaction Dste Insp. Commsnts Footings I Footings II Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg_ Final Plbg. Bldg. Final Cert. Occ. Temp. LP Deck Ftg. 1 Deck Frmg. Well Pr. Disp. 3830 Pilot Knob Road, BUILDING PERMIT Te w Used }er _ .> . • C" c?, oQu Site Addrest ? Erect Q Occupancy Lot Block Sec/Sub. pemodel ? Zoning _ Repair ? Type of Const. Parcel No. Enlarge ? No. Stories Move ? Length ag Name Oamolish ? Depth ? Addresg Grade ? Sq. Ft. City Phone Install ? Z? Name _ ?l Addresa 1- Citv ? Name City Phone Phone 1 hereby acknowledqe that I haw reod this applicotion and stote that tht inlormotion is correct ond agree to comply with oll applicable Statf of Minnesota Stotutes ond City of Eagon Ordirwnces. Sipnotum of Permittas H Bulldinq Pennif Is issued to: oll work shall be dons in accordance with oll upplioobla 5tate of Mir Buildirp Officid OF EAGAN 3. Box 21-199, Eagan, MN 55121 I E: 454-8100 Receipt Assesunent Woter a Sew. Police Fire Enp. Plonner - - - Council Bidg. Off. APC Var. Date > /=.'J Perrnif `! 4 Surcharyt Plan Review SAC Woter Conn. Water Meter Rood Unit ? Total on the expross condition IMt iesoM $tetutet ond City of Eoqan Ordinancft PKmit No. Pwmit Holdsr Date Tels hons ?c PlumbieY H.VA.C. 1 St 1' EMceric J/ Y. 5-b Softemr {Mpection Dats insp. Other Footinys r Foundation Framinp Rooting Rouyh Pibq. Rouph HVAC ! 6 a? ? Insulation Final Plbp. ? Finsl HVAC g ? Final 7 ? ,'? Grt/Oee. ? e Water DLocnion: ? 5 $ower . Pr. Disp. ? CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 SITE ADDRESS: i I PERMIT SUBTYPE: , . .ii ON RECORD PERMIT TYPE: Permit Number: Date Issued: ? APPLICANT: TYPE OF WORK: INSPECTION .. . .. Permit No. Permit Hotder aate Telephone ?k S/W PLUMBING 341941 ? HVAC ELECT ELECTRIC Inspection Date Insp. Commenta Footings I Foundatlon Framing Roofing Rough Pibg. Rough Htg. Isul. Fireplace Final Htg. Orsat Test Final Plbg. Plhg. Inspector - Notify Plumber Const. Meter Engr./Plan Bldg. Final .(7 9s Deck Ftg. Deck Final Well Pr. Disp. RESIDENTIAL BUILDINC PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD - 55122 651-681-4875 New Constfuction ReauiremeMs • 3 registered site surveys showing sq. R of lot, sq. R. of house; an .cll rooted areas (20% maximum lot coverage albwed) • 2 copfes of plan showing heam 8 window sizes; poured found design, etc.) • 1 set of Energy Calculafions • 3 copies of T2e Preservatlon Plan it lot plaried after7/i193 . RimJoistDeUilOptionsselectionsheet(6ldgswith3arlessunits) DATE JOB SITE IF MULTI-FAMILY BUILDING, HOW PROPERTY OWN TYPE OF WORK_ APPLICANT j ADDRESS .3 i UNITS? 1 e _ FIREPLACE(S) _ 0 _ 1 _ 2 PHONE# 95a33E?1? ZIPCODE S.?s?7- PAGER # CELL PHONE # OIA-270_5110 Y FAX # NEW RESIDENTIAL BUILDING ONLY- FILL OUT COMPLETELY Energy Code Category (check one) Plumbing Confractor: _ Plumbing System Includes: Mechanical Contractor: Mechanical Syslem Includes: SewerJWater Contractor. Air Conditioning Heat Recovery System All above information must be submitted prior to processing of application. Phone # Phone # ? I hereby acknowledge that I have read this application, state that the information is correct, and agree to compiy with all applicable State of Minnesota Statutes and City of Eagan Or 'n nce Signature of Applicant MINNE30TA RULES 7670 CA'I'EGORY 1 - Residential Ventilation Category 1 Worksheet Submitted - Energy Envelope Calculations Submitted MINNESOTA RULES 7672 - New Energy Code Worksheet Submitted Phone #: _ Water Softener _ Iawn Sprinkler _ Water Heater _ No. of R.I. Baths _ No. of Baths ? 113 __?I-IT 10•-o 1? -cj ( RemodellReoairReauiremeMs • 2 copies of plan • 1 set oFEnergy Calculatbns for healed addifbns • 1 si[e survey for exterior additions & deGcs • Indipte it home served by septic system for addilions VALUAION (az- Fee: $90.00 Fee: $70.00 Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated U01 SEDGWICK HEATING & AIR CONDITIONING CO. HEariNG JOBNO. SS 351 8970 WENTWORTH AVENUE SOUTH • MINNEAPOLIS, MN 55420 •(952) 881-9000 TEST RECORD ADDRESS ? t vo -y- `"` OCCUPANT 1 J c' L SOLD 6Y ? MAKE A ? ti?k SERIALNO. Z? C7 ? rl L/3 ZCITY OWNER v \ SaVC?Jic 1 INSTALLEDBV +'? o -7 MODEL ? U? C r,O?o INPUT THERMOSTAT vY xd-?;v d VALV E l""^I & Lf ?' ? LIMIT_ T t4' 2 GI LIMIT SETTING ? ?76 FAN SETTMG 7, ?7 ? PILOTTYPE IGNITION MODEL / f ? PILOTTIMING PRESSURE •) C/ PERCENT Wz ? INPUT CFH rJ J PERCENT Oz STACKTEMP.? PERCENTCO er ?. , ., y VENT SIZE NPE OF LINER LWER SIZE ?-l C FILTERS: SRE NUM R ' ? ? ? T ? ? T G WIRING . ?v. TESTTAG LIGHTING INST. DATETESTED? - / - C4 6 COMPANVTESTING j t ?L ?- NAME OF TESTER L 2, FORM235(REV.11I89) PORMDISTFI6UTION: WNITECOPV -JOBFILE YELLOWCOPY - CIN CITY OF EAGAN N°_ 'I 4 O O O . 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHO N E: 454-8100 Receipt #?0 p BUILDING PERMIT To be'used for DECK Est. Value $4, 700 Date AGGtiST 3 19 87 SiteAddress 774 ELRENE CT Lot 11 Block 1 Sec/Sub. WINDTREE iST Parcel : Name MIKE SIERON z Address SAME ? City Phone 454-3122 o Name LliNDQliIST CONST 0Q Address 14630 GARRETT AVE ? City A.V. Phone 432-2915 t?ia WW FZ ?n a= aw Name _ Address City _ I hereby acknowledge that I heve read this that the information is correct and agree to coi State of Minnesota Statutes aRtl.Citv ot Eaa Signature of Permittee %-v LU z- A Building Permit is issued to: LUNDQ all work shall be done in accordance with on and state all applicable CONST L/ Wable State of M OFFICE USE ONLY On Site Sewage _ Occupancy MWCCSyatem _ Zoning On Site Well _ Type of Const Ciry Water _ (Actual) (Allowable) x ot Stories Length Depth S.F. Total Footprint S.F. APPROVALS FEES Assessments _ Permit 58.50 Weier/Sewer _ Surcharge 2-130 Police _ Plan Review Pire _ SAC,CIry Engc SAC, MWCC Planner _ WaterConn. Council _ WaterMeter Bldg. Off. _ Roed Unit APC _ Treatmenl P7 Variance _ Parks - cooies TOTAL ? on the express condition that Qesdt;kSt;itutes and City of Eagan Ordinancea Building BUILDING PERMIT T. L. &" f. SF DWG/GAR Receipt # ? 100.000 SiteAddren 774 ELRENE CT Erect LH Ocwpancy R3 WINDTREE I Lot11 Block 1 Sec/Sub Remadel D Zoning ' R1 . Repair ? 1`ype of Conrt. ?r Parcel No. Enlarge ? No. Storiee MARK JOIiNSON CONST INC M°"e ? Lenqeh 54 IN8me 4149 STRAWBERRY LN Oemolish ? Depth 3 6 ? Addrm Grade ? Sq. Ft. City EAGAN phona 454-0623 Instan ? iG Neme _ ,g Addfeu rirv SAME Phone Neme DAN MANSFELDT Address city vnone $$4-3208 Asussment Water 8 Sew. Poliu Fin Erq. Planner CaunNl FH/ pe,,,,;i :? 433, 0 0 Surcho.pe 50 _ 00 Plen Review 21 fi_ 50 SAC 595-f1Q ware. Co„n. c(In n p Water Meter Q n 0 Road Unit-U4,e0 I hercby oekrowledge tlat 1 haw rood this aOP?ication and srote thot gid9, pry, ¢ j'J $ S T. P. 132.00 the inlormotion is correcf and o9ree fo wmply with all applicable APC Total $ 27 M 7n Staro of Minnewta Stotutes o Ci of E 9 Ordinances. ? Var. De2e Sipnaturo of Pem+ittes A Buildirp Pormit Is luued to: MAR JOHNSON CONST INC on the aMpms eorditlon Iw oll work sholl he dons in accordance ?II opplim s Sta of Minrrcwtc Statutes ond City of Ecpan Ordinanceti BWldirq Official w R L.C n? CITY OF EAGAN N? 10 1 15 3830 Pilot Kmb Road, P.O. Boz 21-199, Eagan, MN 55121 PHONE: 4548100 c?If)) (f ,,? 51 ? V6&156 // / ` U Request Date Fire No. Rough-in Inspedion NOTICE: Vou Musl Call EleMrical Ins0eclor p 3-.?J "( y Required? ?(Yes C] No 11 A Rough-In Inspection Is Requiretl. I I licensad contractor ? owner hereby request inspection of above electrical work at: Job Atltlress (Slree[, Box or Route NaJ Ciry 77Y FiNGR.c. Sedlon No. Township Name or No. Range No. Counry Occupant(PRINT) Phone Poo. H.ac'F' Ltst-rE Qow Gocvsdi?- ?S?-D3LF' Power Supplier Pdtlress D /Ycr.a Fce'?.Wr? * ElecMCal Contractor (COmpany Name) Conhacmr5 License No. ?C$cTICG G?. 7..? Mailing HGdress tContractor or Owner Making Installation) /'i Authorized SignaWre (Gont clor,rOwner Making Installalion) Phone Number ??G?-- _ G 3 ?Yyll MINNESOTA STATE BOApD OF ELECTRICITY Grlggs-MlAwey Bldg. - Room S-73 1821 llnlversity Ave., SL Peul, MN 55104 Phon¢ (612) 6620800 THIS INSPEGTION REQUEST WILL NOT BE ACCEPTED BVTHE STATE BOAflD UNLESS PROPER INSPECTION FEE IS ENCLOSEO. 3/?/Q / REQUEST FOR ELECTRICAL INSPECTION 97? ? See instrudions lor compleling this form on back of yellow copy. M 6 045 6? 'X" Be/ow Work Covered by This Request ?? . EB-00001-08 r ew Add Rep. TypeolBuilding AppliancesWired EquipmentWired Home Range Temporary Service Duplex Water Heater Electric Heating Apt. Building Dryer Load Management Comm./InduStrial Furnace Other (Specify) Farm Air Conditioner Olher (specify) ConVector5 Remarks' Firo,S:r l39sEns r Co mpufa Inspection Fee Below: # Other Fee # ServiceEntrance5ize Fee ts/Feeders Fee Swimming Pool 0 to 200 A.P. mps Oto Transformers Abov e 200 _ Amps & Amps Si9(IS Inspeclor5 Use Dnly: 'fOTAL Irrigation Booms Special Inspection Alarm/Communication THIS INSTALLATION MAY BE ORDEPED DISCONNECTED IF NOT Other Fee COMPLETED WITHI 8 ON f ? I, ihe Elecirical Inspector, hereby Rouqn-in ? oaie? ` y- Y certify that the a6ove inspection has been made. Finai Da[e !` ^7 OFFlCE USE ONLY This request voitl 18 manih5 from SUBTERRANEAN ENGINEERING CORP. 6875 Highway No. 65 N.E. P.O. Box 32371 DATE MINNEAPOL{S, MINNESOTA Phone 574-1242 EARTH WORK OBSERVATION REPORT ? + Job Nama U/„x?frte l OBSERVED . Job No. EXCAVATION• Job toeaflon Lot Co iraceorGusta6o17 EX0qj_ L'en?- cue„t1Qrk?rbnsen Blo`k _ --- . __ Plat Arrlv* Jobl4:-dtl/365_ Mlleage 2x-59= JdSmi. Total DoDart Job12'Oa 45, 7raval TlmeZr/ %?J?hergeabls . L t 3y h Nours ? •- Lab. Tlma o ? ? 81ock _ Total Nours j ? Eng'r On Job peport Time 1? Raview Time Plal _ ---"F-- - --- $ummary o( Techntcal and /or Englnas?(ng Ssrvfcss Dertormad fnciudlna Flsld Test Deta, Locstlont, Elsvetions, and Dspthe ara astlmatsd. THE LIMI7ATION OF 1IA81l.ITY STATEMENTS ON THE REYERSE SIDE OF THE COMPACTION OUALITY CONTROL TEST REPORT CONSTITUTE AN INTE(iRAI PART HEREOF. _ fast deep teet desp 7. Excavation la at -__ end, gradMg to at •nd __ Elavatton __ Elsvitlon 2. Side Slopea sre aDProx.: vert. ? 1/2 horiz.; lvert. ? 1 horiz.; 1 vsrt. 2 boriz: 1 vert. ? }lgtter than 2:1 O othsr E 3. Constructlon Staking Is; adsquata ? not avallable ? Incom • [.] X 4. Excavation Is overoized tael outside of buliding Ilnas. c 5. Excavation Is: dry ? wat ? A 5a, Water Is saeping lram v 5b. Depth o} watar In axcevatlon approx A 5c, Dewataring le: nacesearY ? not requlrod ? T 8• Excavation is with : dragtine ? backhoa ? acraper ? doter ? ? 7. All unsuilaDls soils have bsen e atad• YES ? NO O 0 fa }_ soll rsmalns to be removed. N S. 5011 at s:cavation b s: y Clay ? Sandy Clay ? Clayay Sllt ? Sllty 8and O Cleyey Sand ? Clean ;"iand ? Other 9• teet oT 1i11 requiretl to rsach dselsn aubgrade. 10. Excavation Is: Apprvved ? Not Approved ? for flll plaeoment. 11. FIII b?r????{? ,Fi.nc fD CenrvSp ,? 07 a j}jP 'avt/ (tYpe of soll) 11a. Imported ? On-slts borrow N 11b. Compactlon la with sheepsfoot roller El manusl tempsr ? vlbratory V F smoath drum rollsr ? sslf-proDSllsd O non-vlbratory ? 3 I 12• Performad field dansity testa. Sse Compaetion Quallty Controi L Teot Asport No. O L 13• _2 S_}sel of flll remalns to ba pleced. 14. Denslty testa meet coJnpaction spacl/lcatlons. YES ? PIO ? 14a. Test No's. __..____ _.------ _ did not mset eompectlon spseifleatlons. 15.Additfonel obasrvetlons nd/or tastt are rs ulred. YES NO DEWATERING: FROST PROTECTION: ADJACENT M?EATHER CONpITION$: o S STRUCTURES: N straw blanket ? `?A5 5,t Hot ? Dry ? ? / Ioose aoll ? - Warm ? Raln ? 1 T }roat r l? ing ? wlthln 20 }set ? Cool C7 Snow ? ? N , tsmehmat ? 20-44 tast ? > 32'f ?, S o er ? 40 or mora fest 19 8ub-heezlnp[] RECOMMENDATIOHSlSUMMARY/WORK PqOGRESS: _Te :51-5J.baci?l??+ _ Q????ui.di?l?nes ai/trs:zec?gc?ord?'n ;(y _ ,.; • DISTRIBUTION: ? oo: '-- ? CC: Gys}?f'?n_??'e?/re • _ .__..-- L CC: E?eA? .8le!? /ns,P ay - i14'??? _ca Subterranean Engineering Corp _ cc: 7HESE LIMITATION OF LI.4BILITY STATEMENTS SHOULD BE CONSIDERED TO BE AN INTEGRAL PART OF THIS REPORT: 1. In perForming our professional services wi4h ragard 1o earlhwork inspeefion end queG4y cantrol, our findings will ba obfained and our recommendefions meda, in accordanes wi+h genarelly ecceptad engineering principles and prectices. We will observe, mon'itor end 1ms} this work, and mey advise or make recommerdefions, hut we ere not guarantora. This warren4y is in lieu of sll ofher werrentie: eif6ar expres:ed or implied. 2.Subterranean Engineering doe: not prae+iee in the fi.ld of lend surysying, and it nof responsible for the eccuracy of grede s+akes end/or building looation dskes af fhic jobsite. There must be adequa4e cons4ruction s4ekes, ckarly marked, +o enable our wil inspecFor fo properly assess +he ezcavetion. We will no+ be responsible for eny harm- ful comequences resuking from impropar or incorrecF consfruction staking. 3. The field densify tecf deta presen+ed wifh this reporf reprecenfs fhs velues at par- ticler localized poinh wi+hin fihe earthwork. Alhough 4his is beliaved to be feirly roprs- tenletire of +he eondition of fhe fill pkeed and compectad on thit da4e, aondifiom af ofhar loea+ions and aleve4ion: in fhe fill msy very, and we do no4 wartent or guerentes uniform fill deruities. 4. Wa eanno+ eertify, eifhsr ezpreuly or by impli5a+ion, 1he queCfy of atry work on fhis projac+ whieh we did nof heve 1he opportunify to observe a+ fiirsf hand. InspoeFion of fhis earthwork projec+ ef irregular inrtervels doas no+ permi4 fhe inspecFor fio ssteu the full uope of fhe eortfree#or's ae4ivifies. 6. If the slructura i: redesiyned in uze end shepe, or if it is otherwise moved wbsequant to our inspeetion, we shauld ba notified so fhef we un assess if additionel inspee4ion work is requirecl, or suqgest sound engineering eHernefives. We are not resporoible for eny :oil-founda+ion sysfem whare ihe s?rucfure hes been reloceted with respscf to axcavatian end F11 area, subsaquen} }a our impedion. . ??rA Project SUBTERRANEAN ENGINEERING CORP. 6875 Highway No. 65 N.E. P.O. Box 32371 MINNEAPOLIS, MINNESOTA 55432 574-1242 COM PACTION Windtree lst. Elrene Court and F:lrene Rd Sand Cone Method ? Nuclear ? ? Other ? El CONTROL TESTS P.agan Indicated Percer % Max. Modified % Max. Standard Report No. 3 Job No. 5-80134 it Compaction: ASTM Proctor Dry Density D-1557 Proctor Dry Density D-698 esT EL ANO/OR EPTH BELOW F????? Wet Denslly Of i l OISTURE pry Density Mowimum % D01B N0. Floot Grode Desi n Grade ota Sample CONTENT o I Corrscted For Stone1 Laboratory Dry Density Comoactinn RECOMMENDATIONS REMARNS Fi I I Surfoc! Includinq Stone) / o p c f lpril 5 1985 6 893.0' 145.6 4.1 132.1 134.5 99 Meets specs " 7 894.0 142.7 4.4 130.9 134.5 97 " 8 897.0' 136.4 4.5 125.1 134.5 93 NOTES: I.) ALLTESTS CORRECTED FOR STONE CONTENT, WHERE APPLICABLF. 2.) APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW. I "v QUALITY Addition Hy; ?l P` ° SUBTERRANEAN ENGINEERING C4RP. ??:.•.., 8875 Highway No. 65 N.E. P.O. Box 32377 MINNEAPOLIS, MINNESOTA Phone 574-1242 D11TE EARTH WORK OBSERVATION REPORT ?$? gs Job NaMe Job Na J` ??? OBSERVED EXCAVATION1 . __.. _ l?/?. Job tocatlon l Lot --- ----- . 1 Earthwork / ",c' ,n CorSf. ContraetorLad?/l?r?rl Cllent 94ek JdlrP15?h Block _ _ _ _ Plat Arrlw Job 2_Y0 Mileage -?g??' Total (j ILL PLACEMENT= ? 3 Dopart Job % Travel Tlma ?'t Chergsable Lot ?? ? Leb. Tims ? Houn -- --- Block Total Hours Eng'r O J Plat n ob Report Tlme Revlew Tims Summarv of Tochnicsl and /or Enginesrin9 Servlces psriormsd Includinp Fleld Teat Dste, Locations, Elovatlons, and Deoth• are satimated. THE LIMITATION OF LIABIIITY STATEMENtS ON TNE REVERSE 81DE OF THE COMPACTION OUALITY CONTROL TEST REPORT CONSTITUTE AN INTEORAL PART HEREOF. _ lset deap at feat dasp 1. Excavation Is ?__ snd , grading to st ?nd .__._.__._ Elevation Elevatlon 2. Slds, Slooes srs approx.: vert. ? 1/2 horiz.: ivert. El 1 horiz.: 1 vert. 2 horiz: 1 vert. ? tlatter lhan 2:1 ? othsr _._ E 3. Constructlon Staking la: adsquats ? not available ? Ineo b ? x 4. Excavation Is oversl:ed }sat outslde ot bullding linas. c 5. Excavation Is: dry ? wet ? A 5a. Water Is aeepin9 from _--------_.--- V 5b. DsDth of waterin excavatlon appro A 5c. Dewaterlng Is: necessary ? not requlred Ll T 8• Excavation is wlth : tlragllne backhos [] tcraDe? ? dozar O 1 7. All unsulteble soils havs bsen avatad. YES ? NO ? 0 7a. - f of ---_-- _. _--- _----- eoll romalns to be removed. N S. Solt at excevation s Is: ilty Clay ? Sendy Clay ? Clayey Sllt ? Silty Sand ? Cleyey Sanq ? Clean Sand ? Other 9• _ tset o} fill raqulred to raoch daslgn subgrade. 10. Excavation Is: Approvad ? Not Approved ? tor till placemsnt. 11. FIII b L1'?RiB?/?-__f"?i)i - Nlelfiulvl 'ie1tD? G P q (lYDe o} s011) lta.ImportadOn-sltsborrow ? 17b. ComDactton 1s with eheepstoot roller.?] manual tampsr ? vlbntory F smooth drum rollsr ? sslt-propslled ? non-Wbntory O I 12. Pertormed Z field denelty tests. Saa Compactlon Ouelity Control L i Tsrt RsDOrt No. F L 13• _ ®r -_ fset of fill ramaina to be placed. 14. Dendty tssts mset colnPactlon spsclflcaHona. YES rg NO ? 74a. Tasl No's. did not msst comDactlon specl8eatlons. 15.Addltionel ob srvatlone nd/o t N ar rs ulrsd YES NO 0 DEWATERING: FRUST PR07EC710N: ADJACENT STRtJCTURES: WEATHER CON?ITIONB: g N D wsll polnts ? straw blanket ? 'SFD'Sn ,r. ;??'.)tf: Hot ? Dry ($ ? ? _dsep IIS? loose soil D Warm ? fialn ? T I opan cA ? }rost rf ing ? wlthln 20 Taa! ? Cool ? Snow ? ? N sum Dump ? temRsat ? 20-40 fest ? > 32'F g or ? o ar ? 40 or moro fset ? Sub-heozinq? RECaMMENDATIONS/SUMMARY/WOqK PROGRESS: " a(e l? , AHY012 1585. T??.s /yic f ???c•i?t4?onS ?'//i? cy+ ?,rnv? ,l`ei^ '664 ta'ne ., 6OF DtSTR18UT10N: ?ec:_/?/ ??/h/??dn__C?Ol1?• / cc: Fxczfy/?? - __i? cc: ---- py -ec:_ Subterranean Engineering Corp. _ cr._--------- THESE LIMITATION OF LIA8ILITY STATEMENTS SHOULD BE CONSIDERED TO BE AN INTEGRAL PART OF THIS REPORT: 1. In perForming our professionel services wi+h regerd 4o eerthwork inspec+ion end queGfy confrol, our findings will be obfained and our recommende#ions mede, in accordanea wifh generelly auap+ed engineering prineiples end practiees. We will observe, monitor end tetl fhis wark, and may edvise or meke recommende}ions, bu# we are nof guersnten. This warrenfy is in Gau of ell aFher werrenfias ai4her expreued or implied. 2.Subterranean Engin2ering does not predice in the field of lend surveying, snd is not responsible for the eccurecy of grede s#ekes and/or building loca+ion s}akes af fhit jobsi+e. There mud be edeque+e eons+rucfion s4akes, eleerly markad, }o enebls our wil impee+or +o properly essess +he excevafion. We will no+ be respon:ibk for erry hsrm- ful consequenee: resuking from impropsr or incorred cons4ruclion staking. 3. Tha field densi+y fes+ date presen+ed with fhis report represenfs fhe values ef par- tialar locelized poin4s within 1he eerFhwork. Alhough this is believed +o be fsirly rspro- caertatire of tha condificrt of !he fill pkcad and compected on this dsta, eondifio+n ef other locetions ard elavefions in the fill mey vary, and we do no+ wanerrt or gusrentes uniform fill den:itias. 4. Wa unno+ certify, eiihsr expressly or by implies4ion, +he quslify of erry work on ihic projoc+ which we did no} heve +he opportuni#y +o observe ef fiint hand. Inspecfien of fhis earfhwork project et ineguler infervals does no4 permif the inspeclor to assau the full saope of 4he eontrocfor's eelivities. 5. If the struefure is redesigned in sixe and shape, or if i+ is o+herwisa movsd subsequent }o our inspsction, we should be no+ified ao fha+ we een eueu if additional inspection work is required, or suggesi sound engineering aMernefives. We ere not rasporuibls for erry soil-founda+ion sys+em where fhe strucfure hes been reloceted with respec4 to azuvafion and fill aree, subsequen+ to our inspadion. s- ?? r .. Project Sand Cone Method ?f Nuclear ? OTher ? Jo No. Indicated Percent Compaction: ASTM ?% Max. Modified Proctor Dry Density 0-1557 ?% Max. Standord Proctor Dry Density D-698 ELEV. AND/OR TeSf DEPTH BELOW Foa1i? wet Oenslt r O T l MOISTURE Dry Density Moximum % Date N0. Flopr Grade Desi n Grode f oln Sample CONTENT ? Conected For Stone) Loboralary Dry pensily Compaclion RECOMMENDATIONS REMAHKS Fill Sur(pCe (Including Stone) % Pet pril 8 1985 9 898 134,8 3.5 120.1 121.0 99 Meets specs. " 10 899 131.4 4.1 119.2 121.0 98 " NOTES I.) ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APPLICABLF. 2.) APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW. I"v SUBTERRANEAN ENGINEERING CORP. 6875 Highway No. 65 N.E. P.O. Box 32371 MINNEAPOLiS, MINNESOTA 55432 574-1242 COMPACTION QUALITY CONTROL TESTS Windtree lst. Addition Report No. 4 Elrene Court and Elrene Rd. F,agan b 5-801:34 { SUBTERRANEAN EtVGINEERING CORP. ?•i?•?.. 8875 Highway No. 65 N.E. P.O. Box 32371 - DATE MINNEAPOLIS, MINNESOTA Phone 574-1242 4 EARTH WORK OBSERVATION REPORT Job Nsms?-?d?rce_15f Add %?___ Job No. -- OBSERVED CAVATI6N? Job Locatlon Lot !I - - __--- Earthwork Contractor Sj?91gr,?n_???iCllent!'Ir3f'???d?i[l?r9l? -L(?L'?1% + Block Pl t _- Arrivs Job%--!_Vl- 3? Mllea9e Tote, a LL PLACEMEN DeDart Job10. `?%Z Traval TIme?K??'???hargsa6im Fo t L 1 Houn k' o Bl k Lab. Tlme L!1- Total Oe Jo? s R T w oc plat eport ime Rav e Time Summarv of Teehnlcal and /or Englneering Sarvicas performed Includfnq Flald Tsot Deta, loeatlons, E{evatfono, and Deoths are eatimated. 7HE LIMITk710N OF LIABiLiTY STATEMENTS ON TNE IiEVERSE 81DE OF THE COMPACTION OUALITY CONTROL TEST qEPORT CONSTI7l1TE AN INTEGRAL PART HEREOF. ?? I }est deep QSt 24 _ _ }sat daep 4 1 11' -? ? ? / . Excavation Is I?y? j at 2A end, grading to _, 9 at •nd _1?_.__ Elavation ??? Elevatlon _ 2. Slde SloDSa are approx.: vert. 1/2 horiz.: lvsrt. ? 1 horiz.: 1 v*rt. C] E 2 horiz: 1 vert. ? }latter than 2:1 [] otbsr 3. Constructlon Staking is: adequatex not available Incompleta ? x 4. Excavation b oranizad _.._9.•_).?______ leel outslde of buildfng lines. c b. Excavation Is: dry ?Q wet ? 'A 5a. Watsr Is asaping from _____...... _.--- v 5b. DaDth of water io excevatlon aDnrox. .A 5c. Dewatering Is: neceesary El not requlred ? T S. Excavation la wlth : dragOne ? baCkhoa K] acrsper ? dozYr jo 1 7. All unsultable aoila have bsen axcavatsd. YES ? NO X 0 7e.-g'_I`/ __- feet of---F!!/ _. _... eeN-nmalns to be removsd. N 8. Soll at sxcaraNon base Is: Sllty Clay ? Sandy Clayx Cleysy Silt D Sllty Sando"TQ , Clayey Sand ? Claan Sand ? Other 9• A--Teet of flli requlred to reach deal8n subgrade. 70. Excavation is: Approvsd gq Not Approved O for tlll plecamenl. 11. FIII Is`Lia1, .,Jr? FLri[ ?d 117 juM 64iJ - Q/f!`? ve/ (type of roli) 1/a. ImportedOn-slte borrow ? 11b. Compactlon Is wlth aheepa/oot roller AK1 manuel tsmparIN) vlbratory .8' F smooth drum roller ? self-propellsd ? non-rlbratory ? Z 1 12. Ps?formsd _flsid density teats. Ses Compactlon Ouality Control Tsst RaDOrt No. ? L `13. feat of flll remalne to be plaeed. 14. Denslty ts9ts meal co?npaetlon spsclficatlons. YES ? NO ? 14a. Test No'e. did nat msat compectlon spoclfleetlone. 15.Addltionel obssrvatlons nd/o t ts are re ulred. YES NO FROST ADJACENT p ATERING PROTECTION; STRUCTURES: WEATHER CONDITIONS: E O straw blanke? Hot O Dry C l / looea aoll C 1 ?!?•-_- W arm O Raln ? (? frost rl Ing [] witAln 20 /ast ? Coal ,? 8now ? ? N tam '?ioat f] 20-40 4eoi 32'F S o er __ ? 40 or mors fest L? Sub-hsozlnp? RECOMMENDATIONS/SUMMARY/WOqN PROGRESS: /l1?__e /!? ? `? l / ? ? ? DISTRIBUTION: ? cc: ----- ? cc: i_ cc: __ E?14?_ aid9 . /w- ?Jew/ by --- ._ cc; Subterranean Engineering Corp. _ cc: ? ?_ ? ; s' '. ?AI Project QUALITY CONTROL TESTS Addition Report No. 1 F.lrene Court at F,lrene Rd. L'•agart ,Job No. 5-80134 Sand Cone Method EE Indicated Percent Compaction: ASTM Nuclear ? ?J % Mox. Modified Proctor Dry pensity D-1557 Other ? ?% Max. Standord Proctor Dry Density D-698 E B51 L . 4ND/OR H BELOW FOOtin H,et DensH y Of T OISTURE Dry Dlnsily MaKimum % ?O1@ N Floor Grade otal CONTENT ( Correcled Laboroto ry i C RECOMMENDATIONS REM4RKS 0. Desi n Grade Sompie For Stone ) Dry pensi?y on o'"pact fili Surfoce IndudinqStone) % pci pril 3 1985 1 887.5 133.4 5.5 120.5 127.0 99 Meets specs " 2 895.0' 126.4 5.6 116.0 121.0 96 " ? NOTES: I.) ALL TESTS CORRECTED FOR STONE CONTENT, WNERE APPLICABLF. 2.) APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW. (See ttached s-etcii) SUBTERRANEAN ENGINEERING CORP. 6875 Highway No. 65 N.E. P.O. Box 32371 MINNEAPOLIS, MINNESOTA 55432 574-1242 COMPACTION Windtree lst. ?I I "v ' SUBTERRANEAN ENGINEERING CORP. ?•:.•.., 8875 Highway No. 65 N.E. P.O. eox 32371 MINNEAPOLIS, MINNESOTA Phone 574-7242 DATE EARTH WORK OBSERVATION REPORT OBSERVED Job Nams A'Pt 1Qf CI) Job No ? g??•3`r A/j4 h/ XCAVATION? . _ _,___ . _ _ _ _ ZlIfILC_c_, ? f @. ._.YPlJC Job tocation 4?Y1_...?n___... _--.- 9 Lot Eartfiwork ContraetorL'!} Ji)170Wh g1ock _ Z- /5? qjd ' . _ . . n Plat Arrivs Job LZQ _", Mllaage Totel FILL PLACEMENT DsDart Job V'35' Chargeablo Travel Tlme ? ? Lot Houra _ Lpb. Tlme ? 81ock Total Hours 3?(,4 Eng'r On Job 'y Re Ra t Tl l Tl Piat por me v ms sw SummsrY of Technlcel and /or Enginaering Ssrvlcea per}ormed Includina Flald Tsst Dsta, loeatlons, Eleratlons, and Deothe are aetlmated. THE LIMITATION OF LIABILI7Y STATEMENTS ON THE REVERSE SIDE OF TNE COMPACTION QLIALITY CONTROL TEST REPORT CONSTITUTE AN INTE(iRAL PART NEREOF. ` tsat desp „? ?° feet desp uth t. ExcavaUOn I• 5 9 a e.p_ad , gradln9 to at Eq?f_ end Elsvatlon Elevatlon 2. &Ids Slooes are approx.: vert. ? 1/2 horlx.: lvert. ? 1 horiz.: 1 vsrt. 0 2 horiz: 1 vert. ? tlatter than 2:1 ? othsr E 3, Constructlon Staking is: adepuate 9 not availaGte ? InCOmplate 0 X 4. Excavation la oversized feet outside o1 6ullding lines. c S. Excavation la: dry 0 wet t] A 5a. Watar Is saeping /rom _------------- V ' 5b. Dlpih O} wBtlf III e%Cev8t1011 eppfOx. ..- A 5c. Dewatsrin9 Is: naceeaary ? not re4ulred ? T 8• Excevatlon Is wlth : dragllne ? beckhos 0 scrsDer 0 dozer ? 1 7, All unsultable solla hava baen excavatsd. YES )ff NO ? 0 7a.----- feet of ,----.-___. --_-_-. _- --_._ soll remalns to bs removsd. N S. Soll at axcavatlon base fs: Sllty Clay 19 T 3andy Clay K7 Clayey Slit ? Slity Sand Q Cleyey Sand 0 Clean Sand ? Oihsr ? - ? feet of }III requlred to raech dsslgn aubgrada. 10. Exoaretlon la: Approved P? Not Approved ? tor }III plecemsnt. 11. Fi0 fs (f,brpy2liJC,'e7E_144(typ e o} Solq q t la. Importad N---:0 On-slts borrow 19 COaf'6`" ??WW116 9?UV e/ 11b. Compactlon Is with shespsfoot roller 0 manual tampsr 9 rlbratory ? F smooth drum roUsr ? sNf-DroDsllsd ? non-vibratory ? ? ; ?. 12. Pertormsd tiefd dsnsity tsats. Ses Compaction Quality Control Teat Raport Na ? 13. '2 ? ra feet ol tlil remains to bs placad. 14. Dsnsity tsste maet eolnpaetion npeclficatlons. YESV NO ? 14s. Teat No's. did not mest compactlon speciflcstlons. 15.Additlonal obsarvatlons nd/or t ts are re utred YES NO c p DEWATERING: PROTECTION: STRUCADJACENTTURES: WEATHER CONDITIONS: s ND well pOlnts ? gtraw blanket ? ?cy Hot ? D?Y yy I -dssp Ils? loosa eoll ? Warm O Raln ? c _,_____ ? T opan ch ? frost rl Ing ? wltAin 20 fast ? Cool ? Snow p ? N ?u pump ? t?m eat ? 20-40 feet CJ > 32'F ? S •r ? o er _ [] 40 or more fest'K Sub-hetzlo90 RECOMMENp ATIONS/SUMMARY/WORK PqpGRESS: ' / -??c??i "ta fion ? . DISTRIBUTI N: _j_ cc: G d1?A?'6e7 4?5_irC?',f i --- cc: ep gqp '84? 4 `? -- ----- bY / ? / _cc;^ Subterranean Engineering Corp - cc: THESE LIMITATION OF LIA8ILITY STATEMENTS SHOULD BE ?. CONSIDERED TO BE AN INTEGRAL PART OF THIS REPORT: 1. In perForming;CUr profescion4l services wi+h regard io eerlhwork inspec+ion end queGty wnfrol, our fihilings will be ob}qined end our reeommendetions mads, in acwrdance wrth generally-accapted engineering.p[ineiples end prectices. We will observe, monkor end tast +his work, end may edvise or meke reeommendetions, buf we are no4 guereryton. Thi: wenanfy i: in lieu of e!I ottier werranlies afher eapreued nr implied. 2.Subterranean Engineering does not prec+iee in the field of lend surveying, snd is not responcible for the eccurocy of 9rade stakes and/or building locefion s4ekes e1 ihic jobsife. There muel be edsqua+e consfruation sfakes, clearly marked, to enable our soil inspedor 4o properly assess +he exwvetion. We will not be responsible for eny hartn- ful eonsequenees resuMing from impropsr or incorreeF wnsfrvction s+eking. 3. The field danci+y fest date pre:en+ed wiih +his report reprasank +hs values af par- ficler locsii:ed poinh within fha earthwork. Alhough fhis is believed fo bs faiAy ropro- sentative of fhe eondilion of +he fi11 pkced end eompetled on this de+a, eenditions af ofher loce+ions and abvetions ie 4he fill msy very, and we do nof warrant or guerantea uniform fill densitiec. 4. We oennot aertify, eifher expressly or by. implica+ion, +he qualify of any wark on fhit _ projscF which we did nof have the opporfuni+y fo observe af finf hend, liapaciien of 4hi: earthwork proiec} a4 irreguler in+ervals doas nol parmif +he inspector to assess tha full uope of the eontreelor's edivities. S. (f the t?rucfure is redesigned in size end ahape, or if it is otherwise moved wbsequetd to our inspecfion, we should be notified so fhat we cen assess if addifionel inspecFion work is required, or suggest zound engineering ehemetives. We ere no+ rssponsibk for any soil-foundation sys+em whera the structure hes been relocafed wi+h resped fo exeavafion end fill eree, subsequen4 +o our inspedion. PROJECT NO. S 8013;I MOiSTURE-DENSiTY TEST REPORT NO..'2_ - 130 MODIFIED PROCTOR ? - (ASTM D-1557) A METMOD _ 125 l P - - -- STANDARD ROCTOR ? _ (ASTM„0-6_98) - - ? METHOD o 2 1 0 OTHER= ? _. ._.._... _ _ V a ? U ? O d m IIS C CL v L REMCRKS F- 110 ? Z W ? ? ? 105 J 4 i 100 O 5 MO IS TU 10 RE C ON TE IS NT ( % ) 20 25 POINT NUMBER I 2 3 4 5 6 FINAL RESULTS DRY DENSITY (pcf) 115.9 116.1 119.0 115.3 MAXIMUM= 121.0 pcf. MOISTURE CONTENT (%) 3.6 7.4 9.2 7.4 OPTIMUM: 11.0 0 SAMPLE OESCRIPTION. Liizht brown fine to medium sand, a little gravel. PROJECT: Windtree lst. A: dition LOCA710N: Elrene Court at Elrene Rd Im ort Eagan SOURCE, p TESTED er: CS oare?e?L?S CNECKED BY 7-9 DA7E? ?r?85 "P SUBTERRANEAN ENGINEERING CORP. SUBTERRANEAN ENGlNEERING CORP. ' 8875 Highway No. 65 N.E. P.O. Box 32371 MINNEAPOLIS, MINNESOTA 55432 574-1242 '^`•' COMPACTION QUALITY CONTROL TESTS ProjeCt Windtree 1st. Adrtition Blrene Court at Filrene Rd Sand Cor+e Method ? NuCleor ? Other ? ? Report No. Z I:agan Job No. S-80134 Indicated Percent Compaction: ASTM % Max. Modified Proctor Dry Density D-1557 % Max. Standard Proctor Dry Density D-698 l Test AND J OR DEPTH BEIOW FDO1in Wel Denslty 01 T MOISTURE Ory Density Moximum % DOTC N0. floor Grade Oesi n Grode otol Somple CONTENT ( Correcled For Slone ) Laborotory Dry Densify Compoclion RECOMMENDATIONS REMARKS Fill Surfote (IndudingStone) % pCf \pril 4 1985 3 885.0' 146.2 6.2 130.0 134.5 97 Meets specs. " 4 889.0' 148.6 4.3 130.0 134.5 97 " " 5 891.0' 137.0 5.1 120.1 121.0 99 " NOTES I.) ALL TESTS CORRECTED FOR STONE CONTENT, WHERE APPLICABLF. 2.) APPROXIMATE DENSITY TEST LOCATIONS ARE SHOWN BELOW. (See 4ttached sgetch) ?I I ?? ^N?Y ?. . a , .t.•. s? :.. tb x?''ti . SUBTERRANEAN ENGINEERING CORP. 6875 Highway No. 65 N.E. P.O. Box 32371 MINNEAPOLIS, MINNESOTA Phone 574-1242 o??E EARTH WORK OBSERVATION REPORT 3'Z5' $S , Job Nam* f P 1?f S g?1'J? b N J 088ERVE0 El(CA ATI ' __ _ o o. ,. ON? // Job toeatlon G!"PrI2 Rp. - -?n•-- ??an . Lot ?--T-- , ? Earthwork ^ Contraetor?i7?5fdA5t)h ENW Cllent Bloek I /i /5? _ • C plet f z Arrlve JoD 1L:1S Mtleage --?- ? • Total FILL PLACEMEN7: ? ? Ch Deosrt Job/??.? Travsl Time j y+?, n'e ? ? Lot _ Hou Lab. Tlme _? k Block Total On Job s Eng'r , Rs e L?'L R o t Ti i Ti Plat _-_----- p r m sv me ew Summarv of Teehnleal snd /or Enylnesring Servlcea pertormed Includlnp Flald Test Dsta, Loeatlons, Elevallons, and Deotha are sstimated. THE LIMITATION OF LlABILITY SYATEMENY3 ON THE REdERSE SIDE OF THE COMPACTION OUALITY CONTROL TEST REPORT CONSTITUtE AN INTEl3RAL PART NEREOF. ?d 2--7_feet dsep ? ?-fsS?eep _ 9r 1. Exeavatlon la . 4<? 1316. _ENvation ElAysilerr"ot?? ---- 2. Slde Slops6 are epprox.: vert. ZRJ 1/2 horiz.: ivsrt. ? t horiz.: 1 vert. ? 2 horiz: 1 vert. ? }latter than 2:1 ? other E 3. Constructlon Staking is: adequate ? not available F) Ineomplet• 9J X 4. Excavatlon le ovarsfzed feet outslde ot bulldlng Iinea. c S. Excavatlon Is: dry ? wet g$ A 36. Watsr ls aeaping trom CeAUYi6_F/' _(.,? YlQt,? YY7CL?_Z_ v gb. Depth of watsr In exeavation approx. A Se. Dswatering Is: nscessary ? not raqulred [$ 7 8• Excavation Is wlth : dragline ? backhoe D? •craper O doser ? ? 7. All unsultsbls eoila have bssn axcevatad. YES ? NO Z' 0 78. 3 te'+'S_ feet of?`??o-vL54Y{iG_ toll nmaln? !o b? nmoved. ? N S. Soll at •tteavation base Ia: Sllty Clay ? Sandy Clay O Clsyay Sllt O Sllty Send ? Clayey Sand ? Clsan Sand ? OtDSr 9. 1-? feet oP }ill reQUlred to ch dealgn aubgrade. 10. Exeavetlon Is: ppproved ? ot pprovsd X11 tor tlll Placsmsnt. 11. FIII is (lYYe of soll) 77a. Imported ? On-slts borrow ? 71b. Compaction Is wlth ahsepstoot rollsr ? manusl tamp• rlbratorY ? F amootA drum rollsr ? s*l - sllsd ? non-vibratory ? 1 12. Performed fisld dsnslty tsats. S pactlon Quallly Control L Tsst Rsport No. ? L 13. _ }set ol flll rem o bs plaeed. 14. Dans{ty tsats ms pactlon spacltlcationa. YE3 0 NO ? . est No's. dld not mset compectlon epecl}Icatlons. 15. Itlonal bservations ndi r t t ar rs ulred. YES NO 0 DEWATERING: FROST PROTECTION: ADJACENT WEATHER CONDITIONS: s STRUPTURES: N w?ll polnb ? straw blanket ? E? Hot O Dry l? D I -ds?p Ils ? looss soll ? A(_Lt4----.- werm ? Reln ? I T oP?n eh ? trost rf ing ? wlthin 20 feet ? Cool ? Snow 0 L N sum pump ? tsmD+46at ? 24-40 feet ? j 33"F $I g o? ? o ar ? 40 or moro feet ? Sub-hoozlnq? RECOMMENDATIONS/SUMMARY/WORK PROGRESS: Z;'Q'cA- -Cq Q? ?ia cva?r?ed /Jl-A/'rG/ 6e?era ii? r 5. Fi%l 1144f 4)6 3 ?bCe _over a &I•, .i?,y P/i7e -C'oarae .,a•.d? ? -------- ? - -- DISTRIBUTION: ? eo: ? oc: / cc: . L?li(944_ JI.. ?,H?J • ?? by -- ?'--at?77??L9K?L"7 r cc: Subterranean Engineering Corp ? ec: --- --- --- r:. F _ THESE LIMITATiON OF Li,4BILITY STAiEMENTS SHOULD BE CONSIDERED TO BE AN INTEGRAL PART OF THIS REPORT: 1. In performing our professional services wi4h regerd to earihwork inspee+ion end queSfy confrol, our findingi will be obtained and our reeommendafions mede, in accordanea wifh ganerally eccapted engineering principles and prec4ices. We will observe, monitor and fos4 fhis work, end may advi:e ar make recommendefions, bu} we nre nof guaronton. This warranty is in lieu of all o+her warreniies ei4her expreued or implied. 2.Subterranean Engineering does no+ procfice in the field of land surveying, and is no+ responsible for the auurecy of grode i+akez end/or building lowfion dakes af thic jobtife. There musfi be adequa+e consfruction rtedces, cberly merked, +o enabla our soil inspector +o properly assns the ezcevetion. We will not be rasponsible for eny herm- ful consequenees resuking from impropsr or incorred consfruclion sfaking. 3. The field dan:i4y fast data presen+ed wif6 this reporF represents the values af per• tielar loealizad poinh wifhin +he earfhwork. Alhough this i: believed to be feirly ropro- :snrtafive of the condi4ion of the fill pkead end eompected on this dsfe, eondition af other lou4ions and elave4ions in the Fill mey very, end we do no+ wartamf er guaraMee uniform fill densitiea 4. We eannoi eerlify, eiihsr e:pressly or 6y implies+ion, thr queYfy of arry work on }his prejod which we did no+ have fhe opporFuni+y fo observe e+ fiiRf hend. Inupeclion of fhis earihwork projeet at irregular intarvek doec no+ permit the inspeeFor +o esseu the fuA seope of the eonfroNor's eefivities. S. If the druc+ure is redesigned in size and shape, or if it is ofharwisa movsd subssqumM fo our inspaetion, wa should be notifiied so ihef we can aszeu if additionel inspaeFion work is required, or suggest sound engineering ekernefives. We ere not tsspomibk for any soil•foundafion sysFem whera the struc+ure hes 'been reloceted with mpecF fe exwvstion end fill erea, subsequen+ toour inspedion. • PROJECT • N0. 03 MOISTURE-DENSITY TEST REPORT NO.?=. MOOIFIED PROCTpP ? (ASTM 0-1557 ? METHOD 135 ' A NOaRD ?hOCTOR ST (GSTM 0-698) METHOD ? w ?3a ? ? t OTHER : a U III N r,. C I N ? L7 i c ? ? I AEMARKS? - i 120 ' ?-' Fn Z W ? r tl5 o , O 5 MO IS ! TURE o C 1S ONTENT . zo POINT NUMBER I 2 3 4 S 6 FINAL RESULTS DRY DENSITV (pcf) 133.5 130.9 128.8 134.1 1 MAxIMUM 134.5 pcf. MOISTURE CONTENT (%) $.5 S.1 9.8 6.9 OPTIMUM: 7,5% SAMPLE DESCRIPTION._Brown silty fine- coarse sand with a little gravel. PROJECT Windtree lst. Addition LOCATiON:Elrene Court at Elrene Roa i Eagan, h1n. te SOURCE:on-s TESTED BY: CS oarE ?,1Q$5 - SUBTERRANEAN ? CHECKED BY :? DATE ? 12 ? ENGINEERING CORP. - CIl Y OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 ? PERMIT PERMIT TYPE: Permit Number: Date Issued: ?? BUILDT G 022983 02/28/94 SITE ADDRESS: P.I.N.: 10-$4470-110-01 774 ELRENE CT LOT: 11 BIOCK: 1 WINDTREE DESCRIPTION: Building'.Permit Type Building Wb,rk Type ? BASEMENT FINISH AITERATION Q r???? REMARKS: SEPARATE PERMITS ARE REQUIRED FOR ANY pLUMBING OR ELECTRICAL WORK FEE SUMMARY: Base Fee $35.00 3urcharge $.50 Lic. Search Fee $5.00 Total Fee $40.50 CONTRACTOR: - applicant - sT. Lzc. OWNER: 6ENE'S OF APPLE VALLEY INC 14232471 0008092 GOLpSER RONALD 17705 KINGSWAY PATH 774 ELRENE CT LAKEVILLE MN 55044 EAGAN MN (612) 423-2471 (612)456-0368 ? I hereby acknowledge that I have read this applicetion and state that the information is correct and agree to comply with all applicable StaEe oF Mn. Statutes and C3ty of Eagan OrdYnances. ? ? lI ANT/PERMITEE SIGNATURE ISSUE V: SI URE ' -1 ? CITY OF EAGAN ?,nJ? ???1•5?J 1994 BUILDING PERMIT APPLICATION " 681-4675 u r'`t _ LQ.?U?-Z:? SIN6LE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, i copy of energy calcs. COMMERCIAL 2 sets of architectural & structural plans, 1 set of specifications, 1 copy af 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 Feb / Ib /fqctq Valuation of work t aJ0o0 Site Address: ?77 q ELr1fAJe C'o,J.-'} STREET SUITE # Tenant Name: (commercial only) Rot-i go ?(QSC2 IAT "? 11 BLOCK ? SUBD. P.I.D. # Descri tion of work:?Sdh? s l' ? , ? The appl i cant i s: ? Owner dContractor ? Other (Describe) Name ol e2 oaRIV Phone Property LaST FrRST Owner qddress _ 77?{ ?LreME Cr-'? SiREET STE M City -welv State Zip 5 Company Qaes o? l?,vble Qrkf'v-. Zr'c, Phone 14,)3-a`ir11 Contractor Address ???05 K-+0csw64,r License #00U(YU??- Z4 City ?-t4kre.; Ilr State 1M K Zip Z 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 wi all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 06 Duplex ? 11 Apt./lodging ? 02 SF Dwg. 11 07 4-Plex ? 12 Multi. Misc. ? 03 SF Additian ? 08 8-Plex ? 13 Garage/Accessary ? 04 SF Porch ? 09 12-Plex ? 14 Fireplace 11 05 SF Misc. ? 10 Multi. Add'1. ? 15 Deck WORK TYPE ? 31 New a 33 Alterations ? 35 Tenant Finish ? 32 Addition ? 34 Repair ? 36 Move GENERAL INFORMATION Const. (Actual) (Allowable} UBC Occupancy Zoning # of Stories Length Depth APPROVALS 1Planning )Engineering REGIUIRED INSPECTIONS ? Site O Wallboard Basement sq. ft. lst F1. sq. ft. 2nd F1. sq. ft. Sq. Ft. total Footprint Sq. ft. On-site well On-site sewage Building Variance ? Footing OFinal la Framing ? Draintile /3? -7- ? ,-M'Tnsulation ? Fireplace Permit Fee Surcharge Plan Review License MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W 5urcharge Treatment P1. Road Unit Park Ded. Trails Ded. Copies Other Total: vatuac;«n: $ Z[ 16 Basement Finish ? 17 Swim Paol ? 18 Comm./Ind. ? 19 Comm./Ind. Misc. ? 20 Public Facility ? 21 Miscellaneous ? 37 Demolish MWCC 5ystem City Water PRV Required Booster Pump Fire Sprinkler Census Cade SAC Code Census Bldg Census Unit Assessments 5AC % SAC Units SINGLE FAMILY DWELLINGS INCLIIDS 2 SETS OF PLANS, 3 CERTIFIC9TES OF SIIItVSY, 1 SBT OE ENERGY CALCULATIOAS PiOTE: ADDRESSES FO$ CORNfiE LOTS - COHTRACTOR/HOMEOANER MQST DESIGHATE AHICH ADDRESS IS DESIRED. NO CHANGfiS WILL BE ALLOWED ONCE BDILDING PERMIT IS ISSIIED. MOLTIPLE DWELLINGS - RFSIDENTIAL INCLUDE 2 SETS OF PLANS, CEH 1 SET OF ENERGY CALCULATIONS RENTAL UAITS FOR SALE II@IISS OF SQRVE7C - CHECB iiITH BLDG. DEPT., INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SY'ECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND To Be Used For: D-7-c'K Valuation: ?-7V ? OC) Date• Site Address Q't-ut CT• OFFICS OSE ONj.Y Lot -14 Bloek On Site Sewage Occupaney .4-A MWCC System Zoning Parcel/Sub On Site Well Type of Const City Water (Actual) ?lt?a'? Owner (Allowable) Address ? ? y' ?L ? c''? ? C ? • ?k of Stories Length Depth City/Zip Code S.F. Total Footprint S.F. Phone 4 9PpR0VALS FSBS Contractor CO'v Assessments Permit ?LO ?71R??? ???-' ??63'n Water/Sewer Sureharge , Address Police Plan Review Fire SAC, City City/Zip Code ?P pLE Engr SAC, MWCC - S r2, Planner Water Conn Phone Council Water Meter Bldg Off Road Unit C?? ? Arch./Engr. ? APC Treatment P1 Variance Parks Address Copies TOTAL $ 7 City/Zip Code Phone # ,. --, L??? ` ?l ? 1985 BUILDING PERNIT APPLZCATION - CITY OF EAGAN MOTE: ALL CONTRACTORS MUST BE LICENSED WITH THE CITY OF EAGAN INCLUDE 2 SETS OF PLANS 3 CERTIFICATES OF SURVEY 1 SET OF ENERGY CALCULATIONS w f vo? p?, - To Be Used For: ?;,,,o?P? Valuation: ?-?-? Date: BS' Site Address: ?ji]t,/ `%ne C'o?..?1?" OFFICE USE ONLY Lot: _(L Block ? Sect/Sub si ??,?e,? Erect Remodel Parcel II Repair Enlarge Owner 11'/.l?p o.z/ /?o.,? S:?ian Move ?a9vS ???? p Demolish Address ?,, ?? Grade X Occupancy i -3 Zoning ? Type of Const ? ll of Stories _ Length ? Depth 3? Sq Ft City/Zip Code /?on/P ?hJ(e.. 5S/a N --------- ra. ? Phone S/3/_ ,?yoo APPROYALS Contractor /y/q?.j? ?„??o.? lo?s?.7'..c Address t/? yq ???w t?r+r?? ?n., 2 i City/Zip Code ?'4?=f SSi?? Phone ySy-o??3 Arch./Engr. ?0,1 rylo„S,?L??C nssessments Permit 33.?' Water/Sewer Surcharge 50.`-° Police Plan Review 21 (o•'-° Fire SAC 525.°-° Engr Water Conn o0, °O Planner Water Meter ?,3. °? Council ad Unit 'L'bo. °° Bldg Off Parks APC Treatment P1 13 2.°-° Variance' TOTAL ,? ?' S O Address City/Zip Code Phone ii F3yy - ??pF3 e-/ ?/S? ?.. Z& rC''c8= ?g4 x 54- 4233? I¢X ?- Z8o x5¢? 15120 2? 1c 22 " 5? 2 x I ? " fo 2?2 2? K I 4- - 3?2 ? 4? - I620 7Z 1 a- x 34 = 4?? x??? ?? 91 33?1 , , SURVEYOR'S GERTIFICATE ' 'MARK JOHNSON CONSTRUCT-ION OENOTES PROPOSED SURFACE ORAINAGE O DENOTES IRON MONUMEN7 SET SCALE: 1 INCH = 40 , FEET • DENOTES IRON MQNUMENT FOUND PROPOSED GARAGE FLOOR = 90$, 5 FEET X000.0 DENOTES EXISTING-ELEVATION PROPOSED LOWEST FLOOR = % o l,J FEET (000.0) DENOTES PROPOSED ELEVATION PROPOSED TOP OF BLOCK = 9a 9,2 FEET, I IiEREE3Y CERTIFY TO MFIRK JOHNSOP! CONST. THAT THIS IS A TRUE AND CORRECT REPRESENTATIUN OF A SURVEY OF THE BDUNDARIES OF; Lot 11, Block 1, WINDTREE ADDI7ION, accordina to the recorded plat thereof, Dakota County, M-innesota. AND OF TNE LOCATION OF A PROPOSED BUILDING. IT DOES NOT PURPORT TO SHOW 1PiPROVEMENTS OR ENCROACHMENTS, IF ANY, THEREON, AS SURUEYED BY.ME, OR UNDER MY DIRECT SUPERVISION, TNIS 22ND DAY OF MARCH , 1985. SIGNED: JAMES R. NILL, INC. • BY: HAROLD C. PETERSOIJ, LAIdD SURVEYOR MINNESOTA LICENSE t10. 12294 SHEET I OF 2 SHEETS PROJECT NO, eoox / PncE JAMES R. HILL, tNC. 85511 ' 106 ? 51 planners / Engineers / Surveyors FILE NO. 8200 Humboldt Arenus South FOLDER Bloomin9ton,Mn. 55431 612-e84-3029 .. EXTERIOR ENV};I.OPI E AVERA(,E °ti" COMPUTATION WNER ?%?!/l?-n*T!"?_. L/G'r"??Y -- SITE ADARESS -- CONTRACTOR ? LJG?ir,,,-c DAT£ ? Determine working square fooYage of each. 1. Total exposed wall arca : ") . 0 sq. ft. x .1? 2. Total roof/ceiling area . . sq. ft. x Aw ?7.3$ 3. Total floor/cant. area . . ?--- sq. ft. x .4vb= Total exposed wall area above floor = "70 a. Total wall window area . . . . . . . . /To_3 3 b. Total door area . . . . . . . . . . . A( j-'_j c. Total sliding glass door area .... 3^_? d. Total fireplace wall area ...... e. Total wall framing area (average f. Total net wall area above floor ... ? g. Total rim joist area . . . . . . . . . Z. Total exposed foundation area = aZa7.?_ ? h. Total foundation window area ..... i. Total net foundation area above grade. Determine "U" value of each wall segment. a. 17Q.33 Y „Ull .353 _= ? b. o'uJ. p x ?lUn _ , c. 3S_C? X ?lUll ?3s3 = ? -3?-- d e. X x ,lull liUlt _ = f.? x "u" ^ OY g 1 x "U" - c;)v a- 74 h. - x X foUti itull _ _ °7- SUBTOTAL = IM, 73_ 4. TOTAL If itemR4 is the same as, or less than item 11, you have met the intent of SBC 6006 (c) 2. • ? - - Total exposed roof/eciling arcri c' -d ] k 1. m. n. 5 Total skyliP,ht area ............................ _ ':otal fJ.at roof/ceilinr framinn arra........... Total ne2 insvlaterl Slat rooflccil.ing area..... --- Total vault roof/ceiling framinr, area ......... Total net insulated vault roof/cei]inr area.... Determine "u" valve for each rooflceilinr. se;;ment j - x n lJ n -- k. x ]lull 1. ? ?. ?. x li1l„ _O Z- _ I't • 73 m. X --- x n . ?- ........................................... Tota.l = '.-?l S If 2ota1 of NS is the same as, or less intent of SBC 6006(c)1. Total exposed flnor/cant. area than l12, you have met the o.` Total floor/cant. framing arca (r•verage p. Total net insula':ecl floor/cant. area .......... 6 Determine "u" va].ue for eacli floor•/c<znt. seFmrnt : o. a vUn c - . P• x , ........................:...................TOtal = If total of #6 i5 the same as, or less than M3, you have met th= intent of SBC 6006(c)3. ALTERPJA'fE 9UILPING I:TiVEL(7PE DESIGN To utilize the total envelope system method, the values establis}:eO by the sum of items 94, ,95 and 06 shrrl.l not be ,n.,reater than the sum of items N1, 112 ancl 43. 3 Eil. 1. • ???-?? z •??' '3_ 4. a 3.:2 6. . Prep,lred b Datc r ? Total exooeed wall area ebave iloor ?oUl xn11 xln3av.nrea ......................... SIL? Total door sreoL ................................ Total altding gliaa door area ................ ^ 9?T-(52ota1 f]replace vRll area ........... ..........? Total uall frdming aro• (averago 10).......... Total not xall area abave floor ............... . Total r'lia joiet 4ro4 ........................... Total expoaod foundatlon aroa = ----? , Total foundation xind a+ area ......... .......... . Tbtal•nat fourr]ation area abava grnde.......... - Detetmine "II" vAlne of e;ch ti+all eogment. •• E`o_ C? lC oU" lo?./ / b• ''t wUn o. x "u- /a--5? . Q• v r, •Uw e. 3 _ z "u" g , x "U" b. z "o" 1• x 111f1. ? r . 08 `? -, - OIY = A a 9ubtotal ? ?_?c) . Tot+l exooeed wall area ebove floor ------ 'fotal well wlndar area ......................... _- --- ? 'fotal door area... .............................. ?otal a1ldi4 glaea door nrea ................ Total fSrapl.ace wall 4rea.......•.. .e......... __ ?• d Total wall fYdcLtng arca (averngo10).......... 1ota1 rst wall ana above floor..... .••••••••• •?P , Total rla joint Rroa .......................... ?-- Total ezponed foundation nrea Totel fottndatlon xlnda+ •rea ................... . ? , Tbtal not fovnlatiott uea nbove grade......... . ?--.- Aetermine "Q" vnlne of e?ch wall cogment. s. • Z ^U" - ° ._.-_?------ U X "U" • C?67 ?- 0. '?- z "U" --- d • Y. OU" ' QG> et y-;2 7 x "o" t . o?.?-t3- [O z "LITn - ?? - Cl- t y B• x b j «Un . ?- }.. - X. "U" . -._-------- . - ` -------- ? 9ubtotal c ? t ? :! J <q,9 0.6 ?) 9 C)? 2004 RESIDENTIAI. BUII.DING PERNIIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telep6one # 651-675-5675 FAX # 651-675-5694 NewConsWdlonReauiremenis RemodeVRaoairReouiremenis ? ?wi 3 reg'stered sRe surveys showing sq, ft of l04 sq. fl of house; and all roafed areas 2 wDies ot plan (20% maximum lot covera9e allrnvetl) i set of Eneigy Calculatiore for heated addNons $."?'Y+? 2 copies of plan showing beam 6 window sius; poured fourid design, etc. 7 site survey for additions 6 decks ?re? ?fd@9???. "?`?` lsetofEnergyCalwlations . Adddion-indkafeitarsdesepficsystem 3 copies of Tree Preservation Plan tl Iot phatled aRer 711793 Rim Jolsf DetaA Op6ons selecqon sheet (bldgs with 3 or less uniLs Date a O / Site Address Description of Work Multi-Family Bldg _ Y 7C N Unit/Ste # -- - ?x. Fireplace(s) _ 0 _ 1 _ 2 PropertyOwner ??Vz) Telephone#(&61) 1940 "a3(LJ p RENEWAL BY ANDRSEN Contractor 1920 COUNTY ROAD "C" WEST Address ROSEVILLE, MN 55113 State 651-264-4777 LICENSE #20130983 - City- Telephone t! ( COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 CatePOrv I _ Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (d submisslon type) Submitted Submitted • Energy Envelope Calculations Submitted Have you previously consiructed a building in Eagan with a similar planZ _ Y _ N If fee applies. Licensed Plumber Mechanical Contractor Sewer/Water Contractor Telephone #( Telephone # ( Telephone #( review 4d;??> [P . I hereby apply for a Residential Building Permit and acknowledge that the information is complete iwaccurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ??L?cC? 4 Cn ? /ii /'i?.?1 Applicant's Printed Name Applic? anYs S ture Construction Cost ????u 6voy tLLU 1G.JV re al .? - . runo'7, aool L'ri6 (OJ D/l '4Y00 HCPI!`I?!!+ l5k°'8P1UtSLG7tSC! _ City Of ERM . 3836 EiIot $"Pumd - Eagan. MN 5S122 To Whom It May Goncem: I Elddateboyvnd 6/6/Ol: er ]oucs to ??? ?? buildiag perm;ts Por Renn?val by Mdezse¢?_ Pleasc atIow P?idc this Servzcc for us in Eagan. `tTtia euchoti2atian is valid for any to rhe Gtry uutil a?gv„al by ?de?sen manaper m?asly cevakas tt tn w'ri? - I rcquest this auttiozizaUian be acccpted-sxpedidously. av W not de[a m rhe- ? ovr baildmS Pcnmits aay fuzt?cr. PIcasc cail mc if thc? uo en Y, p=vice.ssirig of con4lcted at 763-502-4706_ Y YII??ona. _ I can he - ?: Your immqdiatc atteation to tWs mattcr iy s?ao?y, ond R Rau ostallation Managor Ronowai by Andascu CotPoratiun C'r.: Karn-F.ijipx Innea . ???t..?..?4: l.f •?ot,:z ,r:? ???4(i,qAqpt, ; a .. cuu: Reeeived iime Jun. 1. 1:01PM L? 2006 RESIDENTIAL PLUMBING aeRMiT aPPLicaTioN . CITY OF EAGAN - 3830 PILOT KNOB ROAD, EAGAN MN 55122 651-675-5675 Please complete for modifications to existing residential dwellings. Date I ? I Site Street Address ?7 7`! C? r-"-e- Unit # Property owner'?'26n ?-?o l?lZe.lZ Telephone #(GSI? ?51a -?3Cvd Contractor • L Telephone # c ,,.?,.I Address City 'O-F/. ?_I`iAl.? . ?K State? Zip ?y?? The Applicant is: _ Owner ? Contractor _Other Septic System _ New _ Refurbished Submit 2 sets of plans and MPC license Includes County fee $ 100.00 Per as-built $ 10.00 Alterations to existing dwelling $ 50.00 _ Add plumbing fixtures. This fee includes installation of a water softener and/or water heater at the same time. !f you are instafling onlv a water softener and/or water heater, do not complete this section; move to the next section and check the appliance(s) you are installing. _Septic System Abandonment I I _Water Turnaround (add $130.00 if a 5/8" meYer is required) j Other: - ; Water Softener ? Water Heater $ 15.00 _ new ? replacement Lawn Irrigation _R?Z _PVB _ner: _re;.air _rehuild $ 30.00 State Surcharge $ 50 Total $ )550 I hereby apply for a Residential Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the plumbing codes; that I understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in accordance with the approved pian in the event a plan is required,tp be reviewed and approved. L; II y a Lh.? Al ApplicanYs Printed Name ApplicanYs ignature WiNnr9&t 0-b LOt / l , ,- ; ? ? i Elrene C_a?.r? 0 ?- 5- g5- w iNDrnct L1 r'ene CaLA-r f J . --- • Lnf !1 , ? % / ? 4-3-3-5- ' \D 1 IZEt U? ?? ?f I. ` I 19t AnD+?6fV / Eirane Caur? ' p ^gg6 ? EJgCdV44 kd DA7?` I-?t-'_•JI'- 1 \? N ?lled QreaS \ ,?xc4vo.}ed 5a:Se[aJ 897' i' Areo. y?f ? Fe be e?fCadakd / I Excav? ?'3ax@ 483 ? Lbi /I ,?4Y'ene C euf`{" Fjc4 d taa a88:5, 4- ?' $S EXcouded , F,ScaseQ S91 A+cA en+,rely excauLAltd, over?;zed, ? partially Fi7/ed. ? v ? Lof lI / / _ rv?N»?Ktk r?r- HvviT?au r 5}ork p?l?d F,ll ?irorn 2?lCavw?iory. El1^ene Cour ?' 8' , i ? Areo yefta bt e,xc4v4kd, a1c 7'ep ; rnaftri4l wi?t ` bc- uxd ta Fi!/ Cue^J'en}/y ekC4va#-cl Qrec 1 ,I 5-Z9- S5- / ..?, Fxcoutiled 40 169, 3._z9"T5 ? Ptx. U?a Wht?'a) CaSicd rr?c. led- be 3taKP, . ;SURVEYOR'S CERTIFICATE I 30 / 9ofS %/? feS.Y \` 4 ! g0 ?.9 0 v x / / ?\ i ?'9/pp F . g ?'? / ? LOT . ? f j \ ??? ? ? N t 1 INCH = 40 FEET r \ f r? v ) I I \9c F CP .? ?F \ \ .pF 9 \(9T SHEET 2 OF2 SHEE7S !0 ? ?- `i L? J LJ I` ? ,-_ ? ?0 Lf' W V ? cD 8D ?I OD ?? 2 /0 PROJECT HO. BOOK / PAGE JAMES R. HILL, INC. 85511 106/51 planners / Engineers / Surveyors FILE NO. 8200 Humboldt Arenue South FOLDER eloomin9ton, Mn. 55431 e12-e8473029 / i ^ ?L26b ? ? r9-'° S?2 ? A vsi ?e y ?y \ PERMIT City of Eagan Permit Type: Mechanical 3830 Pilot Knob Rd Permit Number: EA075627 Eagan, MN 55122 . Date Issued: 10/24/2006 (651) 675-5675~~~ EPermit Category: ePermit www.ci.eagan.mn.us lflflUl tflflLLL Site Address: 774 Elrene Ct Lot: 011 Block: 001 Addition: Windtree PID 10-84470-110-01 Use Description: Sub Type: e - Furnace & Air Conditioner Work Type: Replacement Description: Furnace & Air Conditioner Comments: Questions regarding electrical permit requirements should be directed to Mar k Anderson, State Electrical Inspector, 952-445-2840. Crystal Gemuenden 8910 Wentworth Ave S Bloomington, MN 55420 952-881-9000 Crystal. Gemuenden @ServiceExperts.com Fee Summary: Surcharge-Fixed $0.50 9001.2195 ME - Permit Fee (Replacements) $30.00 0801.4088 Total: 530.50 Contractor: -Applicant - Owner: Sedgwick Heating & Air Ronald S Goldser 8910 Wentworth Ave S Helen W Leslie Minneapolis MN 55420 774 Elrene Ct (952) 881-7739 Eagan MN 55123 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. Applicant/Permitee: Signature Issued By: Signature Use BLUE or BLACK Ink r_________________ I For Office Use 1 Permit#: l U ® j City of Eap Permit Fee: 3830 Pilot Knob Road Eagan MN 55122 Q 012 I Date Received: ` Phone: (651) 675-5675 JVN I Fax: (651) 675-5694 i Staff: J'-f 2012 RESIDENTIAL BUILDING PERMIT APPLICATION Date: U/2.( Site Address: 1,e`n-X_ C~ Unit Name:aA "WC - l r&J 1,6 Phone: RESIDENT / OWNER Address/ City/ Zip: d omen- a , Applicant is: Owner I- Contractor `„~L'1-icev TYPE OF WORK Description of work: Construction Cost: n5 ~ Multi-Family Building: (Yes No'g_) Company:, _ Contact: Q® CONTRACTOR Address: V1v ~ \t'@ Qs City: i°► State: %1 1 Zip: :!~X'A Phone: & 1 License Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes / ` No If yes, date and address of master plan: Licensed Plumber: N)14 Phone: Mechanical Contractor: RV,", 11 t fir ` Phone -ni-S _3547`~Jwo Sewer & Water Contractor: ~lt Phone: I NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.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. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. VA \ J'1J~ x x App !cant's Printed Name Appli nt s Signature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES L5 rl VI C4- - Foundation - Fireplace - Porch (3-Season) _ Storm Damage Single Family Garage Porch Exterior Alteration Famil - - (4-Season) - (Single v) - Multi - Deck - Porch (Screen/Gazebo/Pergola) Exterior Alteration (Multi) - 01 of _ Plex - Lower Level - Pool _ Miscellaneous - Accessory Building WORK TYPES ~1/Gr~' ►~tti'~~ - New / Interior Improvement _ Siding - Demolish Building* (Addition - Move Building Reroof - Demolish Interior - Alteration - Fire Repair Windows - Demolish Foundation - Replace - Repair _ Egress Window - Water Damage Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation Occupancy itINIL MCES System Plan Review Code Edition 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 V Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: -Ice & Water -Final Pool: -Footings Air/Gas Tests -Final Framing Siding: -Stucco Lath -Stone Lath -Brick _ Fireplace: -Rough In -Air Test -Final Windows Insulation Retaining Wall: Footings Backfill _ Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee Surcharge f Plan Review MCES SAC City SAC ✓~S = (210-0 !a'~ Utility Connection Charge S&W Permit & Surcharge Treatment Plant " I Copies TOTAL Page 2 of 3 loqpo Maff$Qn Bassett Creek Business Center Macdonald 901 North 3rd Street, #100 Young Minneapolis, MN 55401 structural 612-827-7825 voice engineers 612-827-0805 fax Date: June 8, 2012 To: Richard Laffin Architects, Inc. Northwestern Building, #740 275 East Fourth St. St. Paul, MN 55101 Attn: Rich Laffin From: Eric Bunkers Project: Leslie/Goldser Residence 774 Elrene Ct. Eagan, MN Proj. No: 11564 Subject: Proposed Porch Addition Dear Rich: As requested, we designed new structural members for the above referenced project. We have designed the new me rs usin a roof and floor dead load of 15 f a roof snow load 35 loor live loadn a 90 m h n acc wi a uildin Cod . Our work only includes designing the new members as shown at the above reference project and is based on drawings provided by you. We designed the structure to resist lateral wind loads s; to the existing structure and thr~gh the use of portal frames at the end wa . Attached are 5 framing sheets with annotated framing notes showing the new members and connections. All framing shall be shored and temporarily braced as required by the contractor and all minimum nailing shall be in accordance with IRC Table R602.3(1). Lumber shall be minimum #2 SPF with treated lumber to be #2 S. Pine and engineered lumber to have Fb = 2600 psi with E = 1.9. Our calculations assume all lumber is of good quality and does not have large splits and checks and shall be visually inspected by the contractor at the time of construction. All fasteners in contact with treated lumber shall be G185 hot dipped galvanized or equal Concrete used for footings (4" slump) shall have a 28 day compressive strength of 3000 psi. The new footings have been designed as a typical spread footing based on a presumptive load-bearing value of 2000 psf in accordance with Table R401.4.1 of the IRC. The existing footings have been assumed to be typical spread footings on good soils that are assumed to be performing adequately. The contractor shall also verify the condition of structural members and foundations affected by the remodeling. Exterior grade shall slope away from the building and gutters with long downspouts should be used whenever possible. Foundation backfill shall be granular. SURVEYOR'S CERTIFICATE 1D'470 30 Lf r~n~ 9otS JQ~ 905.x/ w y A gyp. sr • , !oti k R~ i D r C3 0 All /0 do wa, 9tii~ `J Q`9 \tip~, ~r I L~ \ ° ~p (p j Q y Ir v~ \ u~ \ to ~ c6 Z k l INCH = 40 FEET \9 1/0 v V` J UO SHEET 2 OF 2 SHEETS I PROJECT NO. BOOK /PAGE JAMES R. HILL, INC. 85511 106/51 Planners / Engineers /.Surveyors FILE NO. 8200 Humboldt Avenue South FOLDER Bloomington, Mn. 55431 612-884-302S) IZ0L~-- 9o(> 00 Use BLUE or BLACK Ink rz ~ For Office Use City of Eaflan I Permit#: Permit Fee: ~v- 3830 Pilot Knob Road q € Eagan MN 55122:'' j Date Received: Phone: (651) 675-5675 Fax: (651) 675-5694 Staff_ -------------J 2012 MECHANICAL PERMIT APPLICATION Date:- - S€te'Aldress: 3 i Tenant: Suite RESIDENT / OWNER Name: ROk3 ! ~ 0L-C)5"2. R Phone: 6415 ° t ~ L"` 03 Address/ City /Zip: 1. tZ~Z1~S~t. L>r-T 4 Name: Fl.po--t_ V1utA-f l A) L, + A ,S- QC License M N Z~JZZo3 CONTRACTOR Address: g3a3 9Li/(Y1JyiN &)-Z- City: L- f hj Pty-( `~'st State:-Mm Zip: 55y?'q Phone: -163- SL)-?-- 1 Contact: Rwooy Email: Y tlkt+>`-t~ ~I\`r. G~ i _ M New Replacement _ Additional Alteration Demolition TYPE OF WORK Description of work: 1Q ->T'AIJ-,N7jb>J ®'F M 1-r5us-ISA% by-TL`c55 Pa. Urof>rtlaf~ NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. RESIDENTIAL COMMERCIAL Furnace _ New Construction _ Interior Improvement PERMIT TYPE Air Conditioner Install Piping _ Processed Air Exchanger Gas Exterior HVAC Unit Heat Pump _ Under/ Above ground Tank (_Install/_ Remove) _ Other RESIDENTIAL FEES: $60.00 Minimum Add-on or alteration to an existing unit (includes $5.00 State Surcharge) $100.00 Fire repair (replace burned out appliances, ductwork, etc.) (includes $5.00 State Surcharge) _ $ [p5 00 TOTAL FEE COMMERCIAL FEES: $75.00 Underground tank installation/removal (includes $5.00 State Surcharge) OR Contract Value $ x1% $60.00 Minimum (includes State Surcharge) Permit Fee - If the Permit Fee is less than $10,010, surcharge is $ 5.00 Surcharge If the Permit Fee is > $10,010, surcharge increases by $.50 for each $1,000 Permit Fee TOTAL FEE (i.e. a $10,010-$11,010 Permit Fee requires a$ 5.50 surcharge) 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.gopherstateonecal€.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 ' ut a p mi that the work will be in accordance with the approved plan in the case of work which requires a review and approval of pla . X_ Xr-w ~)s 1F-IonQSy1\3 x Applicant's Printed Name Ap Ds Signature FOR OFFICE USE Required Inspections: Reviewed By: Date: Underground Rough In Air Test Gas Service Test In-floor Heat Final HVAC Screening (p Bunkers & Associates LLC a structural engineers 6687 Forest Street Farmington, MN 55024 651.366.2853 Date: July 31, 2012 To: Mulberry Builders 6730 Mulberry Cir. Chanhassen, MN 55317 Attn: Mark Oehlke From: Eric Bunkers Project: Leslie/Goldser Residence 774 Elrene Ct. Eagan, MN 55123 Proj. No: 12116 Subject: Site Observations Dear Mark: As requested, we observed framing at the above referenced project. Our intent is to verify that the field conditions match the original design intent. Our observations are limited to visual only and we did not remove any finishes. Our observations are intended for us to become generally familiar with the quality and the progress of the construction work relative to the Primary Structural System. Our work under Site Visits is considered general observation and is not intended to include Special Inspections, Continuous Inspection, Testing, or Quality Control verification. Overall, the construction appears to have been done well. Here is a list of items and remedial actions discussed during our site visit: m" 1. Add 2 -1/4"x4" screws near the eaves at the first rafter against the house into a stud to supplement the tension connection. 2. Add 4- 1/4" screws with 3" embed into both PSL corner posts from the header plates. ~Mi.3. Add 4 -1/4" screws at the rafter adjacent the tall 9 1/2" LVL middle posts with blocking in the cavity and provide 3" screw embedment into the LVL post. Aan~1M~4. At the 4-2x8 ceiling ties, provide 2 - USP HGA10 clips to the wall plates, plus, 1 - 1/4" x 6" screw L- from the underside of the top plate up into the 2x8 tie. &61,eq At the 4-2x8 ceiling ties, attach to nearest rafter with 4 -1/4" diameter screws. Install solid blocking between and additional screws from the other face as required. F,tcd4,0 0, 6. To supplement some post base capacities, at the easterly deck post base, and the 2 - middle post bases for the porch, add USP HGA10 clips butted tight against the post base on both the east and west faces, and attach to the concrete with 2 - 1/4"x2" stainless steel concrete screws and 4 - 1/4" x 3" screws into the post. If you have any questions or concerns, please feel free to contact us. Sincerely, Bunkers and Associates, LLC Eric M. Bunkers, P.E. MN Reg. Num. 26490 1 hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. Eric M. Bunkers Date: July 31, 2012 Reg. No. 26490 II CITY OF EAGAN WATER SERVICE PERMIT 3834 Pilot Knob Road P. b. Box 21199 PERMIT NO.: Eagan, MN 55121 DATE: Zoning: No. of Units: Owner: _ Address: Site Address: Plumber: Meter No.: Connection Charge: Size: Account Deposit: Reader No.: Permit Fee: agree to comply with the City of Eagan Surcharge: Ordinances. Misc. Charges: Total: BY Date Paid: Date o Insp.: //~G' Insp.: CITY OF EAGAN SEWER SERVICE PERMIT 3830 Pilot Knob Road P. O. Box 21199 PERMIT NO.: Eagan, MN 55121 DATE: Zoning: No. of Units: Owner: Address: Site Address: Plumber: 1 agree to comply with the City of Eagan Connection Charge: Ordinances. Account Deposit: Permit Fee: Surcharge: By Misc. Charges: Date of Insp.: Total: Insp.: Date Paid: Use BLUE or BLACK Ink r For Office Use Permit#:City ofty of Permit Fee: 3830 Pilot Knob Road Eagan MN 55122 Date Received: Phone: (651)675-5675 Staff: Fax: (651)675-5694 2017 SEWER AND WATER REPAIR / DISCONNECT PERMIT Date: 11-14/-4/' 1 7 Fee: $65.00 City Sewer City Water ,Repair Disconnect Description Of Work: SO MFLA. r- 06-s p^ vA-k. ,(2,(),-.3-€'r'- ,-'N i N i NA 11 � e , I \ C I e4 vt1- ti n � _ �- Street Address for Proposed Work / 1 '1 E IreA,e— c- E Act Ate^, �.wrr m mmadm...rv,.wuwwm s..+v ..., .-a..r (.-vwav�,mF c� .+a�P/�eu ms«rAmaeme. 1 Name: 1` C)N Gc -1 Phone: �P� S I OV.3 Owner Information i Address/City/Zip: -771 E l f 'JC C®1- EA-c A-5,4"-, Applicant is: Owner .rte Contractor 1 Licensed Pipelayer Master Plumber Property Owner n I Name: ISA\ V Ni c'c�SY,,,.,cA L L Z Phone: 63-/- Li 3 '�79R Address/City/Zip: 3.5-5--- t4 d`V C c.t' _ # r V I Z t N 53-713 pc- (i-,toti,ct t Pipelayer Training Certification Card#: or Master Plumber License#: f*C.)lc fc f I acknowledge that the information is complete and accurate and that the work will be in conformance with the ordinances and codes I of the City of Eagan and the State of MN Statutes. I understand this is not a permit, but only an application for a permit, and work is not to start without a permit. A \icu (------ .,,, I 1 Applicant(Print Name) Applicant's Signature CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq � For Office Use p {G 1 ��` ; ; ',� j Permit#: /5o/ `3 C� E AGs1 ,`_'' A 11d E'1. Permit Fee: /297-3(40 N SEP 2+ 21' 9 `Date Received: l ' -.1 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 I (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Staff: 4313 buildinginspections(a�cityofeagan.com BY. L ��( 2019 RESIDENTIAL'' BUILDING PERMIT APPLICATION Date: I -1�4 .ion k Site Address: 17 l £ ' GfV6 Or Unit#: Name: 3 ODCD .i OC-lCN i 5LI C Phone:I;a - %q 6—(0 313 Resident/ x Owner Address/City/Zip: I I 'J yyaiz ' Applicant is: Owner /� Contractor Description of work: i 1Qs'�P� Zc r 4 c1)6_ '' Type of Work /6 , Q c/r Construction Cost: / , U20 ^ Multi-Family Building: (Yes /No N ) Company: 4:24-16( AN c-fre Vc-:1-1 DA t IPC tact: ? l P i Saki E -' Address: 04462- C 7 i 4 City: !L UALW—f Contractor �( �( /� �/ /( ,�Q/ State: M"_Zip: L9 !2'T Phone: ( 5�-L7' -- gLil: F-Jl@ 64-)4M-A4/1/4).CAM License#: ..--- 86 I Lead Certificate#: Ni N 6q' ` '2- ' If the project is exempt from lead certification, please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months,has the City of Eagan issued a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: Fire Suppression Contractor: 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 that would permit the City to conclude that they are trade secrets. You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.cityofeagan.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start withou = permit; that the work will be in accordance with the approved v�pl/�aw�n in the case of work which requires a review and approval/of.:ns. x V4PI S C.o�)Ne_3( tr — x .L..r Y 7 Applicant's Printed Name Applicant'- Signature DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) 4Single Family _ Garage _ Porch(4-Season) _ Exterior Alteration(Multi) _ Multi _ Deck _ Porch(Screen/Gazebo/Pergola) _ Miscellaneous 01 of_Plex _ Lower Level _ Pool _ Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* _ Addition Move Building — Reroof _ Demolish Interior X Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window Water Damage Retaining Wall *Demolition of entire building-give PCA handout to applicant DESCRIPTION l Valuation `'� DO U Occupancy , MCES System Plan Review Code Edition Ar 4 _ (f SAC Units (25%_100% ) Zoning ti City Water Census Code Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction '✓ Width REQUIRED INSPECTIONS Footings(New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings(Addition) Final/No C.O. Required Foundation Foundation Before Backfill HVAC_Service Test Gas Line Air Test_Hood Roof:_Ice&Water _Final Pool:_Footings Air/Gas Tests _Final Framing )( 30 Minutes 1 Hour Drain Tile Fireplace:_Rough In Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick_EFIS )c. Insulation Windows , t Sheathing Retaining ail: root gs' Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Other: viewed By: , Building Inspector RESIDENTIAL FEES i y tt-&-fir Base FeeQ Surcharge (120 t Plan lit MCES SAC00"i City SAC Utility Connection Charge S&W Permit&Surcharge Treatment Plant Radio Meter Read Al r'lrj4kii ( ) CP Copies TOTAL - 1 a (7 iti/ Page 2 of 3 ` PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA158448 Date Issued:10/15/2019 Permit Category:ePermit Site Address: 774 Elrene Ct Lot:011 Block: 001 Addition: Windtree PID:10-84470-01-110 Use: Description: Sub Type:Residential Work Type:Alteration Description:Fixtures Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary:PL - Permit Fee (miscellaneous)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 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 - Ronald S Goldser Tste 774 Elrene Ct Eagan MN 55123--123 Spring Plumbing Llc 11473 Kenyon Ct Blaine MN 55449 (763) 614-7963 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA163686 Date Issued:09/10/2020 Permit Category:ePermit Site Address: 774 Elrene Ct Lot:011 Block: 001 Addition: Windtree PID:10-84470-01-110 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 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 - Ronald S Goldser Tste 774 Elrene Ct Eagan MN 55123--123 (612) 590-6323 Vb Inc 8073 9th St Way N Oakdale MN 55128 (612) 599-8200 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA163931 Date Issued:09/16/2020 Permit Category:ePermit Site Address: 774 Elrene Ct Lot:011 Block: 001 Addition: Windtree PID:10-84470-01-110 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:Two or More Windows/Doors 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 or installing Bay or Bow windows, 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: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 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 - Ronald S Goldser Tste 774 Elrene Ct Eagan MN 55123--123 Renewal Andersen 1920 County Road C West Roseville MN 55113 (651) 264-4777 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA164645 Date Issued:10/05/2020 Permit Category:ePermit Site Address: 774 Elrene Ct Lot:011 Block: 001 Addition: Windtree PID:10-84470-01-110 Use: Description: Sub Type:Residential Work Type:Replace Description:Standard Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 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 - Ronald S Tste Goldser 774 Elrene Ct Saint Paul MN 55123--123 (651) 456-0368 Sedgwick Heating & Air Conditioning 1408 Northland Drive, Suite 310 Mendota Heights MN 55120 (952) 881-9000 Applicant/Permitee: Signature Issued By: Signature