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4370 Woodgate Lane N CITY OF EAGAN Remarks Addition Mallard. Parksb17'd Aclditinn Lot 7 S eik 2 Parcel #10 47252 250 02 owner streec 4370 North Woodgate Lane State Eagan, IyIN 55122 ,'t i, r. Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK * SEWER LATERAL 1981 3412-34 687 47 ) '2 WATERMAIN * WATERLATERAL 1981 , WATER AREA STORM SEW TRK 317? 1981 467.74 93.55 5 r`! f . * STORM SEW LAT 1981 CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK INSPECTION RECORD ~ CITY OF EAGAN PEHMIT TYPE: 3830 Pilot Knob Road Permit Number. Eagan, Minnesota 55123 Date Issued: ~ (612) 681-4675 SITE ADDRESS: APPLICANT: :I'It FJ ! 1,..-N r ii?J !t- i I . , I i! i; ~ I • ,...~i ' ~ I PERMIT SUBTYPE: TYPE OF WORK: ~ INSPECTION . ~6!•.t1lAflilAl ; ii;i~tn+i ril?1t11 1 N tl 11, i NIr1f2F~ Pf2V Ftl 011 1 Itf lt ';M-I i IIIJ I!(AI. ! i?{i itF N.' fr - - - - ~ PemtR No. Permit Holdsr Dats Telephone i ~ S/W I PLUMBING HVAC ELECTR Qf ELECTRIC kapsction oate msp. commsnts F°°ttnps I Fouuidation Framing Pzding R°o pbo. v4s- Ragh hkg. C~ . Isul. Fi?epleoe f0 . Flnal Fhg. asat Test ~ R Fhe1 pbg. Plbg. InepeCta - No1ifY Plumber Const. Meter Bldg. Final '/a8 Deck Ftg. Dedc Fnal Well Pr. Disp. /0 ~ . c ` r . . . . i . . . . ~ -i.... `Q i . WeMfica#e of Cccupanc~ crim of Wagan TcVItrMatt o( Vri[i* 3woccriou This Certificate issued pursuant to the requirements of the Uniform Building Code cerrifying that at the time of issuanct this structrere was in complinnce with the various ordinances of tiu Ciry regulating building construction or use. For the fnllowing: Use C7asificrian: SF 3C Bldg. Prnnit Nn. 24503 Ooa*mry 7ype R3/M.--1 - 7°"°E Districs 7ype Const. y['f owna da,amng p-TERSMLr_zBM _ n~r.- Aderm in9 i4 PASK Vgld CM ,TO bM e,:wmg Am= 4370 WOODG1IE I1M N imw;ry I25. B2. MALIARD PARK 3RD Date: , . eWw*oWM;W POST IN A CONSPICt10US PLACE L'iVl\ i t.,/CITY OF EAGAN PERMIT TYPE: 3830 Pilot Knob Road Permit Number: Ea an, Minnesota 55122-1897 Date Issued: (61~) 681-4675 SITE ADDRESS: APPLICANT: PERMIT SUBTYPE: TYPE OF WORK: i,;C.i hI ja t I : il ; 11 INSPECTION .A • I I 11~3fIM '•f'pAHA1E F'E{<Mt f k1.kii )I(:EU FuR ANti' P tltMf<(Plti 1J0 RA . ;'1t { •1nf'. 1_1 ~ i 1f Ir'AI 1"I l:f`lT; t1hJil 1rt•,Ft"r i iijp! I F ~ ~ Pertnit Holder Date Telephone le ~ PLUMBING ~/G II H VAC I Inspection Date lnsp. Comments FOOTINGS FOUND FRAMING ~w ROOFING ROUGH PLUMBING a.- PLBG AIR TEST ROUGH HEATING Q L~ GAS SVC TEST INSUL GYP BOARD FIREPLACE FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL ~ DOMESTIC I METER IRRIGATION METER FLUSH MAINS CONDUCTIYITY TEST HYDROSTATIC TEST BSMT R.I. BSMT FINAL DECK FTG DECK FINAL . Address 4370 kDODGATE LANE Zip 5512 2 L.ot ' 25' Blk 2 Sub nnLLARD Pa[tx 3[to THESE ITEMS WCRE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPEGTION. Date: 078 Q Yes No Inspector: • Final grade (6" from siding) V-, Permanent steps (garage) ~ Permanent steps (main entry) Pemianent driveway Permanent gas Sod/Seeded grass t~ TraiUwrb damage ~ Porch Basement finish Deck Please verify with the builder the removal of roof test wps from the plumbing system and the shut-off of water supply to the outside lawn faucet before freeze potential exists. Contact engineering division at 681-4645 before working in righbof-way or installing underground sprinkler system. White - City Copy Yellow - Resident Copy Pink - Contracror Copy ~ /o/a~j9 ~33so 0 0617 NeOUest Data Fne Na ouBIt-i^ l^OSectan Repmretl InsOection Olher T~~ay{qoug0ln (VOO must cell inspecmT wM1an ready) 0 R¢dtly Nowl ~y WJI NOlily InspectOr Vas ? No Date RCdd Iicensed contracror p owner hereby request inspechon of above electrical work at JoD AtlOress IStreet Box or Route No r Ciry • y 3 7 e N W Semmn No townsM1ip Nama or No Range No Counry ' I' OccupanllPRINTI Phone No ~ s v Power SuoD~~er Arldress 0 / Elecmcal Comrector ICOnpany Namel ConVac:ors Lrcense No r n Manmg naaress iCOnnec:o, or Owner Making mstailauonl L7kol AutharrzeC SiS^alure IGonVac Owne~ Maki Inslall5li0n ` OnB Number Z./ MINNESOTA STATE BOARD OF ELECTHICITY THIS INSPECTION REOUEST WILL NOT ' Gr1H9%MlEway BIEg. - Hoom 5-173 t BE ACC[PTEO BV THE STATE BOARD 1821 University Ave. St. Paul. MN 551p0 ` UNLESS PROPER INSPECTION FEE IS Phone(612) 642-0800 \ ENCLOSEO /p/~$/9!L REOUEST FOR ELECTFICAL INSPECTION EB-00001-0~ q ~ ? See inslmcbons lor Compeung Inrs lorm on oack ot yellow copy Q a ~ 6J703 "X _Be/ow Work Covered by This Requesf '~J ew Atltl Rep TypeofBuilding AppliancesWired EqwpmeniWved Home ' Range Temporary Service Duplex Water Heater Electric Heating Apt. Bwlding Dryer Load Management Comm/Industrial Furnace ~Other(Specify) Farm Air CondihOner Olherlsyenly) nVaaorS Rem . Compute Inspection Fee 8elow: rt Other Fee # ServiceEntrance5ize Fee # Circuns/Feeders Fee Swimming Pool 0 to 200 Amps 0 to 1 ps Transformers Above 200 _ Amps Above. m~\ Amps $Igns Inspectars Use Only: / TOTAL • Irnganon Booms VC~ Special Inspection ATHIS INSTALLATION M ORDERED:bISCONNECTED I T Other Fee COMPLETED WITHIN 1AY THS , I, the Eleclrical Inspector, hereby -°Bh"" I ata6~7Y cenAy that the above inspection has Final te been made. /Z ~j fill, OFFICE USE ONLV ThiS request wia 10 months tmm -99 PERMIT s~-~- s ~s y(/ CITYOFEAGAN 3830 Pilot Knob Road PERMITTYPE: auiLoiNe Eagan, Minnesota 55123 Permit Number: 0 2 4 5 0 3 (612) 681-4675 Date Issued: 0 9/ 12 / 9 4 SITE ADDRESS: 43 WOODGATE LANE N . 25 BLOCK: 2 MAIIARD PARK 3RD . P.I.N.: 10-47252-250- DESCRIPTION: ` Bilding~Permit Type SF OWG 8uilding Wo'rk Type NEW ~UBC Occupancy~., R-3 M-1 Construction Type VN / euilding Length ~ 64 Building Width ' 32 i- c~~~~ J~, ILj REMARKS: PRV REQUIRED S&W CONTRACTOR - GENZ-RYAN FEE SUMMARY: VALUATION $99,000 Base Fee $635.00 SC FEES -$1;8-38-5~- ~i'0~~•~~ Plan Review $412.75 00Total Fee Surcharge $49. SAC $80 0 s n c% 100 ~ I O reFur,~ re$ues{ Q-~-q-~l~ SAC Units 1 Subtotal $ (897.25 CONTRACTOR: - Applicant - ST. Lrc. O R: SVEND PETERSON CONST 18845144 0001769 ERSEN CONST INC SVEND 10214 PARK VIEW CIR 10214 PARK VIEW CIR MINNEAPOLIS MN 55431 BLOOMINGTON MN 55431 (612) 884-5144 (612)884-5144 I hereby acknowledge that I have read this application and state that the information is rect and agree to comply with all applicable State of Mn. Statutes an f Eagan Ordinances. / IIL~V ~~-'~X APPLICANT/PERMITEE SIGNATURE ISSUED BV: NATURE INSPECTION RECORD CITYOFEAGAN PERMITTYPE: eurLoiNG 3830 Pilot Knob Road Permit Number: 024503 Eagan, Minnesota 55123 Date Issued: 0 9/ 12 / 9 4 (612) 681-4675 SITE ADDRESS: Lo T: 25 B L 0 C K: Z APPLICANT: 4370 WOODGATE LANE N SVEND PETERSON CONST MALLARD PARK 3RD (612) 884-5144 PERMIT SUBTYPE: TYPE OF WORK: SF DWG NEW INSPECTION D. . FOOTINGS FOUNDATION FRAMING ROOFING INSULATION FIREPLACE ROUGH IN PLBG ROUGH IN HTG FINAL PLBG FINAL REMARKS: PRV REQUIRED S&W CONTRACTOR - GENZ-RYAN F L - J CITY OF EAGAN , 1994 BUILDING PERMIT APPLICATION ~S 681-4675 I^ ~n~f. ~`P. i P~ ~.~~~'~1~ V ' SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site urveys, 1 copy of nergy calcs. S tj' 0 1 19 014 COMMERCIAL 2 sets of architectural & structura specifications, 1 copy of energy ca . Penalty applies: 1) when permit is typed, but not picked up by last working day of month in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date Valuation of work 20 0-c~- Site Address: 7G' /v0te ?j,/ Ge/ 0 0D6q•~ ~r/ STREET SUITE # Tenant Name: (commercial only) LOT D~ ~ BLOCK a I SUBD. P.I.D. # 3j°v 14 0 0 Descri tion of work: The applicant is: ? Owner ? Contractor ? Other (Describe) Name Phone_?k"f -5'1`f7" Property LAST FIRST Owner qddress 10dlSz~i~f~EC STREET STE N City ~vGUd~'iii?cg-TD~"~ State 0"l~? Z i p Company ~~~'~s~? ~d~s'~ i/t-C Phone Contractor Address Cy1;'Ucense #12!~ ~ Exp. 9-5 City 496UD State Zip Sr`'``L3 / Architect/ Company ' Phone Engineer Name /~~~Registration # Address ' City State Zip Sewer & water licensed plumber ~~1/~~ Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have read this 1; cation and state that the information is correct and agree to comply with all appl' e State o esot Statutes and City of Eagan Ordinances. • Signature of Applicant: OFFICE USE ONLY - BUILDING PERMIT TYPE ' ? 01 Foundation ? 06 Duplex ? 11 Apt./Lodging ? 16 Basement Finish 0 02 SF Dwg. ? 07 4-Plex ? 12 Multi. Misc. ? 17 Swim Pool ? 03 SF Addition 0 08 8-Plex ? 13 Garage/Accessory ? 18 Comm./Ind. ? 04 SF Porch ? 09 12-Plex ? 14 Fireplace O 19 Comm./Ind. Misc. 0 05 SF Misc. ? 10 Multi. Add'1. ? 15 Deck ? 20 Public Facility ? 21 Miscellaneous WORK TYPE 61 31 New ? 33 Alterations ? 35 Tenant Finish ? 37 Demolish ? 32 Addition ? 34 Repair ? 36 Move GENERAL INFORMATION Const. (Actual) dt -A' Basement sq. ft. zbe MWCC System _ly (Allowable) g7N lst F1. sq. ft. , Zy~/ City Water ik_ UBC Occupancy R.JdM.i 2nd F1. sq. ft. - PRV Required _ X Zoning Ce. Sq. Ft. total Booster Pump # of Stories Footprint Sq. ft. Fire Sprinkler Length ~y On-site well Census Code oi Depth On-site sewage SAC Code Census Bldg ~ APPROVALS Census Unit ~ Planning Building Assessments Engineering Variance REOUIRED INSPECTIONS ? Site ~ Footing f~ Framing ~ Insulation ? Wallboard Final ? Draintile ? Fireplace Permit Fee veiuaciom S 9r7,oo0 ~ Surcharge Plan Review License MWCC SAC City $AC ~ASfn.E.rr lp~a5[. Water Conn. py, Z~.s. bss Water Meter /Y,jSX)o.b~ - SGZ-~8 Acct. Deposit 2s,~ ~~.1~• sys.xy r6,&r . 37,3d S/W Permit zsa•=s S/W Surcharge sz Treatment Pl. r~s• ~s 3~~, q, 5-52. Road Unit Park Ded. Trails Ded. Copies 1.00 Other Total: ry- 65 as5 SAC Y - - - - - SAC Units Contre¢tor S. Petersen Const. Inc. Job lot 25 block 3 Mallard uark 3rd Enerav calculation 11 /22/93 1 Total exsposed wall aroa 1875 0.11 199.65 2 Total rooflCeiling aroa 1992 0.026 51.79 Total 251.44 A Total window aroa 131 0.32 41.92 B Total Door aroa 78 0.128 9.98 C Total sliding Glass area 80 0.32 25.60 D Total fireplaee area 0 0.128 0.00 E Total framing aroa (av.10%) 181 0.119 21.54 F Tot. net wall area above floor 1345 0.045 80.53 G Total rim joist aroa 126 0.047 5.92 H Total foundation Window aroa 0 0.32 0.00 I Tot. net foundation above grade 25 0.14 3.50 Total #1 768.99 J Total skylight area 0 032 0.00 10.00°,6 Tot. roor7ceiling framing (70°k) 199.2 0.049 9.76 L Total net insulated rooflceiling area 1792.8 0.0193 34.60 Total #2 44.36 Total of land 2 213.35 Certif:caGe of Ibuse Location For: Svend Fete[aen Construction Inc. 10214' Park View Circ:le 175/35 Bloomi.nyton, MN 55931 DELMAR H. SCHWANZ LA.iD BURVEYOXS. INC PpWwM UriOet lnn al TM Stale ol Minr100,048 14750 SOUTH HOBERT TRAIL RO5EMOUNT, MINNESOTA 55088 812/4231788 SURVEYOR'S CERTIFICATE Addres : 4370 North Woodyete Lane rnv ~ q~ ~9°4P'63'"E 94~3 \ q4~,l Q3 s ~ ~ , qQ~q ' ~dP ~ sqQf- N 70P N~ ra.n 1'~383 O M),Z I0 tL~AVa~C?i , Vk1 TdPNd~3 Scale: 1 inrlt = 50 feet p= Iron pipe raomunent Z D ~\~`1~'NO rqq¢9 3Q p i set wood hiil~ q40 Q~ ~ ~ ~l ! d\ 3 ` y x943 ° gx9sCiny syot elevation , Y~,q6~ N a (D = Proynsed elevation pi Coj~ „1~ N o J ~c°o BM: Top of sanitary manhele between Lots 26 a n d 27 = 943.00 Proposed yaraye floor elev. ll'.:,a •.u °s, Ptoposed top of block elev. ~/46• b__ ZE V I E!N F U ptoposed lovest level e14v. _ J38.6 _ - • \ c,~ ,1f Dee,cZiptiUn: . DAT Lot 25, Rlock 2, M11L7J1R!) PARIC TIfIRD t1DDITION, accotdin9 to the rewrded ylat thereof, Dakota County, MinnesoCa. Also 3howiny the location of a yroyoe,ed hoiice staked thereon. G°~oG~oMo C)~~CJ:~~~'~ f~ E . - `t~H\111111I1111f@ry/qu, ~ ..~o~~ I?ate FAGAlV EIVGIIVE 'RING DEFT. DEIMAR H. I henby eartlly tAN thb Survey. Plan. or r~port wu p pnparsd Cy me or untler my Clrsct supervlslon and SCH WANZ Mu Iam a dulq RepiatsFsd Land Surveyor untler 3'• ° tno l.ws or tne snte or Minnesm.. y`., - 8625 o'~''•• 'O.~ DataC 04-01-94 .M nesots R q tratlon No. b825 LOT BIIRVEY CHECRLIST FOR RESZDENTIAL BIIILDIN6 PERMIT APPLSCATION ~ S2 PROPERTY LEGAL: ~'x' ~ C C ~ m ~ 4c ~ Date of 8urvey: _ 2 DOCVMENT BTANDARDS ~,0 0 • Registered Land Surveyor signature and company o~,El 0 • Building Permit Applicant m~ 0 0 • Leqal description L~,fJ 0 : Addzess D 0 North arrow and bar,scale •8~0 0 • House type (rambler, walkout, split w/o, eplit entry, lookout, etc.) 0 • Directional drainage arrows with slope/qradient 8. 0' O 0 • Proposed/existing sewer and water services D • Street name C~' O 0 • Driveway ELEVATIONS Exiatinc 0'~D 0 • Sewer service 0~~~ ? • Lot corners [d' O~~ • Top of curb at the driveway 0 9" ? • Elevations of any existing adjacent homes Broposed ~ 0 0 • Garage floor B~? C) • First floor 0'~0 13 • Lowest exposed elevation (walkout/window) F 0 • Property corners 0 • Front and rear of home at the foundation PONDING AREAS (if avfllicablef n n 0 • Easement line O ? ? • NwL o ? o • xwL ? d 0 • Pond # designation 0 D 0 • Emergency Overflow Elevation DIMENBIONB , Gr10 0 • Lot lines 0 • Right-of-way and street width (to back of curb) P0 • Proposed home dimensions including any proposed decks, overhangs greater than 21, porches, etc. (i.e. all structures requiring permanent footings) 0 0 • Show all easements of record nnd any City utilities within those easements G1~~ ~ • Setbacks of proposed structure and setback of adjacent existing homes 0 0 • Retaining 1 requirements, if any Reviewed• Na e / Dat October 1992 2 ~ 2 7 2 6 t~o 1 i tSON 25 ,j 6 3 94 9094 28 ' ~ ~ ~ ~ j •8" ' ~MH-15 ~ ~ j~ll.o' ~ ~ ' BEND 7EL.S~t~r SEF MH-14 RIGHT ' ;.v e~ s 5 8.,-p. i. r~ ~ 9 ~ 10 etoo / EE Cg"x6" T E E ~C a HYD. .5(D ¢ ~,~s' ` 10 II ` 9 t 60 i ~ ~ ~?F'.~l•`.°3 DOES NO'! • ~ ~t;=.~'.,.;, OF UTILITV LC)CX"10V5 .LE1,'ATIONS. THIS D•"kTnvJ AO~ PURPOSES G~_ p[~',~U~IfVG IT_~HOULD Vc -,;rY THE ~ It~'.e OAC~9r~rl0Ad ON THE SITE. I^ ^ DESIGN ROFILE ONSTRU TION PROF LE MH 15 MH-16 93~ 10 - MH-17 934.31 932.43 ~ ~ 16" - - - . , NAl - - ~ 8 R 9'R GAS - - - - - - 5 R 6,R 7'R ILINE I i I ~ ~ I I ' -~-BnP_VC -o. O~o - 153 8"PVC-0 - .43 35p'-g"pVCl-0.40% j ~ I i I ~ ~ I ro I - It r ~ 0- r)O O p ~ N ~N O~ u) c ' + ~ } ~ + O~ C 16 15 14 13 12 II 10 9 ; : . , I,M~_ ~ . , i- Y~ ~C ~,¢X(Y,cX<X<XLM%(>FX~YFX~YF%~X(XokX<Yd~k~~tX~7X~%X~%~X~$:X(Xt~XXt~kXC~;bX CSTY OF EAGAN CASH[E.R: S TGRMINAL N0: 793 DA7k. 10/02/98 TIME: 15:07:29 II+: NAME: E:EL.L'I SUMNEF. 3210 3001 4370 4100IIGATr L 50.00 2155 9001. 4370 WOOIIGATE L 0.50 ~ Tota7. Ffereipt Artiolente 50.50 CR03i981 USC:h ILi: N(-tNCY ' I PERMIT CITY OF EAGAN 3830 Pilot Knob Road • PERMIT TYPE: B U I L D I N G Eagan, Minnesota 55122-1897 Permit Number: 033517 (612) 681-4675 Date Issued: 10 / 01 / 9 8 SITE ADDRESS: 9370 WOODGATE LANE N LOT: 25 BLOCK: 2 MALLARD PARK 3RD P.I.N.: 10-47252-250-02 DESCRIPTION: Bu'ilding'Permit Type BASEMENT FINTSH Building Wbrk Type ALTERATION Census Code 434 ALT. RESIDENTIAL i ~ - REMARKS: PIAN REVIEWED BY BILL ADflMS. SEPARATE PERMIT REQUIRED FOR HNY PLUMBING WORK. CqLL 445-2840 REGARDING ELECTRICAL PERMIT AND INSPECTIONS. FEE SUMMARY: Base Fee $50.00 Surcharge $.50 Total Fee $50.50 CONTRACTOR: OWNER: - Applicant - SUMNER BRAD ~ 4370 WOOD6ATE LANE N EAGAN MN 55122 (612)727-4460 I hereby acknowledge that I have read this application and state that the infiormation is correct and agree to comply with all applicable State of Mn. Statutes and City of Ea9an Ordinances. L J APPIICANT/VERMITEE SIGNATURE ISStISID BY: SIGNATURE 1998 BUILDING PERMIT APPLICATION (RESIDENTIAL) CITY OF EAGAN 3830 PII.OT KNOBRD - 65122 68144575 New Construction Reawremmts RemodeVReoair Reauirements CLkp, 1-C& ? 3 registered site surveys ? 2 topies of plan • 2 coDiee of Dlans (inGude Deam 8 window sizes: poured tnd. design; etc.) ? 2 site surveys (exlerior aCdkions 8 decks) ? 1 energy calculations ? 1 energy calculations for heated adtlitions ? 3 copies ot Vce preunation plan if lot platted after 7/1193 required: _ Yes _ No DATE: 9<~ CONSTRUCTION COST; DESCRIPTION OF WORK: ~S>zwLQln~ t=t~n ~~.c STRE7 ADDRESS: `t"3q-b N o W Md '~z~2 Lvi LOT: BLOCK: SUBD./P.I.D. Name:< ~E (A YLI A 0 r Phone Ina ^ b1o l hlavc.4 PROPERTY Last First oWNER ~3~0 ~ - ~ ~ . Street Address: CQ Vl. City ~g cState: Zip: Company: Phone 4: CONTRACTOR Street Address: l ~ License # ~ Ciry State: Zip: ARCHI7'ECT/ ENGINEER Company: Phone Name: Registration Street Address: City State: Zip: Sewer & water licensed plumber (new construction ony): Penalty applies when address chang and lot change is requested once pertnit is issued. i hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all appiicabl State of MinnesoW Statutes and City of Eagan Ordinances. Signature of Appli nt: OFFICE USE ONLY D SkP L ~ ~ Certificates of Survey Received _ Yes _ No Tree Preservation Plan Received _ Yes _ No _ Not Require , ' OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation 0 06 Duplex 0 11 Apt./Lodging 'a 16 Basement Finish ? 02 SF Dwelling ? 07 4-plex ? 12 Multi Repair/Rem. 17 Swim Pool ? 03 SF Addition ? OS 8-plex ? 13 Garage/Accessory ? 20 Public Facility ? 04 SF Porch ? 09 12-plex ? 14 Fireplace ? 21 Miscellaneous ? 05 SF Misc. ? 10 = piex O 15 Deck WORK TYPE ? 31 New ~ 33 Alterations ? 36 Move O 32 Addition ? 34 Repair ? 37 Demolition GENERAL INFORMATION Const. (Actual) Basement sq. ft. MC/WS System (Allowable) Main level sq. ft. City Water UBC Occupancy sq. ft. Fire Sprinklered Zoning sq. ft. PRV # of Stories sq. ft. Booster Pump Length sq. ft. Census Code. Depth Footprint sq. ft. SAC Code U/ Census Bldg / Census Unit APPROVALS Planning Building ~ Engineering Variance Permit Fee Valuation: $ ~ Surcharge ~ Plan Review License MCNVS SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Pertnit S/N/ Surcharge Treatment PI. Park Ded. Trails Ded. Other Copies Total: % SAC SAC Units 1//~J5 BL 1- CITY USE ONLY RECEIPT qciSI-{ -7 O~ S RECEIPT DATE: 1998 PLUMBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT [INOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: ? single family dwellings ? townhomes and condos when permits are required for each unit D backflow preventer for underground sprinkiersystem - FIXTURES EACH # TOTAL Shower 3.00 x = Water Closet 3.00 x = Bath Tub 3.00 x T- _ Lavatory 3.00 x = Kitchen Sink ~ 3.00 x = Laundry Tray ~ 3.00 x = Hot TublSpa ~ 3.00 x = Water Heater 3.00 x = Floor Drain 3.00 x = Gas Piping Outlet ' minimum - t 3.00 x = Rough Openings 1.50 x = Water Softener ' for dwellings under construction 5.00 x = Water Softener ' for existing dwelling 20.00 X = U.G.Spfinklef 'tordwellinguntlerconst. 3.00 = U.G.Sprinkler `forexistingdwelling 20.00 = Alterations ' to existing residence 20.00 x Water Turn Around 20.00 = Private Disposal System ` MPC iic 75.00 = (new and refurbished systems) Private Disposal Systems' Abandonment 20.00 = RPZ (new installation only) 20.00 = STATE SURCHARGE 50 TOTAL ~U• U I hereby acknowledge that I have read Nis application, state that the infortnation is cortect, and agree to compy wRh all applicable Cily of Eagan ordmances. It is the applicant's responsibiliry to notify the property owner that the Crty of Eagan assumes no liabiliry for any damages caused by the City during its nortnal operetional and maintenance activities to the facilities conslructed under this pertnil within City property/righbof-way/easement. SITEADDRESS: 437D N- Woodaoife Ln- Eaaun ~J~J122 OWNER NAME: L(7jd kellt' Su rn ne,r INSTALLER NAME: JJ YfX Cl Su m ner TELEPHONE STREETADDRESS: L~3-10 N- WoodaafP, Ln - cITV: Eaqcxn STATE: m fJ ZIP: 55122- SIGNATURE OF PERMI E CD/PERMIT FORMS/RPLBG PERMIT (RES) - 1998 ~ Y,,. ° _ SE'ONL-T . . ~.::''z-'~::OLx'.:..: '.~.I,. „~ye~?~;'Y`';:,lMCbF7i`t~ki~¢ ~in.,'~a'k~>'F:7's'ki" F:scx. y '?~fy~f ~ . r °.r3~•...'.:,. _:~~Y nF&o.~;<%:::?.rii:'oa~`~3:;:a~.:.r..S`.@$;Law2,:.~ :':"'O. >`£~v...~ ~56 ~;y n;:` ,.::fy,.~.......,.... . . . .<...a..: ......,.;.~.:n..:.....,:,.: ~~:.::.,..,.A.,<.:. fi.::,~:.: : .r'a..^:T>'..:.... . ...rr,. ~ : . a.... ~...e3.r%..,.~. z...d..;4.. ..._.a...;,.~ > ~ ~..'-:.:;>_t;; ~ , ~.r..u...•, . . c.•.~.~,:.... a:r=T „ . .Y' } Y x. ~.YbncVq; . i~ , i3`s;di 1,`'• ' ? v ~ a~V~L ~ . . : . ..y.. . . . . 3..o- w..F:'.aW..N . b:¢..Nxa. ,e~ ~v~~~~ . i:.:. Rs~i ..:..........s:::~c u. .:.......:...:...........~a:r. :r.:~.~~~~ 1994 MECHANICAL PERMIT (gESIDENTIAL) CITY OF EAGAN . 3830 PILOT KNOB RD EAGAN MN 55122 (612) 6814675 PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. ALSO, FOR TOWNHOMES ANTD CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNTT. ~ NEW CONSTRUCTION ABD-ON A/C ~ ADD-ON FURNACE FIREPLACE SE DATE ~V FEES HVAC: 0-100 M BTU ADDITIONAL 50 M BTU $ 2 GAS OUTLETS (MINIMUM 1@ 53.00 EACH) I 31 00 ADD-ON/REMODEL (EXISTING CONSTRUG7ION) $-20;m STATE SURCHARGE .50 TOTAL 7.~ SITE ADDRESS: ~.37d I,(JOGCJ c~1~ OWNER NAME: .S. f'(i1t".{;~/~ ~~'J)',~''jf• TELEPHONE INSTALLER: GENZ-RYAN PLUMBING & HEATiNG CoMPANY ADDRFSS: 14745 South Robert Trail CITY: Rosemoimt STA"I'E: A1m ZIP CODE: 55068' TELEPHONE 423-1144 ~ SI NA TURE OF ER ITTEE • • B R U N SM ~/q~ Braun InlerTec Corporafion f~ r d- 6950 Wes1 146th Street, Suire 131 Apple Valley, Minnesota 55124-8520 INTERTEC ~ 612-431-4493 Fax:431-3084 ~ Enginaers ond Scienlish Serving the Builf and Nolural Enviionmenh October 3, 1994 Project BODX-94-255 Mr. Don Stocker Stocker Excavating 8247 West 125th Street Savage, MN 55378 Deaz Mr. Stocker: Re: Excavation Observations and Compaction Testing, Proposed House, Lot 25, Block 2, Mallazd Pazk 3rd Addition, 4370 North Woodgate Lane, Eagan, Minnesota As authorized by Mr. Dave Johnson of Srocker Excavating on September 15, 1994, we have conducted excavation observations and compaction testing for the proposed house at the above-referenced lot. The purpose of the excavation observations was to aid in evaluating the suitability of the soils exposed in the excavation bottom for fill and house support. The purpose of the compaction testing was to aid in evaluating the suitability of the engineered fill placed for house support. Available Information No soil borings were performed for the proposed house. At the time of our observations, we were provided with a CeRificate of Survey prepared by Delmaz H. Schwanz Land Surveyors, Inc., dated September 1, 1994. House corner offset stakes were set in the field by Delmaz H. Schwanz Land Surveyors, Inc. &raun incertec excavation oversizing measurements, bottom of excavation elevations and compaction test locations and elevations were referenced from these offset stakes. The exact house pad location is the responsibility of Stocker Excavating. Proposed Construction The proposed house will be a full-basement walkout type with the basement floor at elevation 938.0 feet and gazage floor at 946.0 feet. We assume the house will be supported by conventional spread footings designed for a soil bearing pressure not exceeding 2,000 pounds per squaze foot (psf). Stocker Excavating Project BODX-94255 October 3, 1994 Page 2 Excavation Observations The excavation observations were conducted by a senior engineering assistant on September 16 and 19, 1994. 1'he excavation observations consisted of observing the soils exposed in the bottom and the sidewalis of the excavations. The approximate density or consistency of the soils encountered was estimated by judging the force required to advance random, shallow (about 3 feet deep) hand auger probes. Soil classifications were determined by ezamining the hand auger probe cuttings. Stocker Excavating used a backhoe to remove 3 to 10 feet of previously placed silty sand fill overlying 2 to 3 feet of topsoil at the front of the proposed house pad (north). Approximately 1 to 3 feet of topsoil was removed with a backhoe from the rear of the proposed house pad (south). The bottom of the excavation in the house azea ranged from approximate elevation 930 at the north end of the excavation near the northwest corner of the proposed basement to approximate elevation 940 in the southeast comer of the proposed basement. The bottom of the excavation in the gazage azea ranged from approximate elevation 934 in the northeast corner to approximate elevation 940 in the southwest corner. At the lower elevations at the front of the proposed house, the soils encountered in the excavation bottom primazily consisted of lean clay with sand that was judged to be in a rather stiff to stiff condition. At the higher elevations at the rear of the proposed house, the soils encountered in the excavation bottom primazily consisted of clayey sand and silty sand that was judged to be in a medium dense condition. The excavation was oversized to provide at least a 1 H:1 V(1 horizontal:l vertical) slope from the bottom of footing elevation to bottom of excavation elevation. The oversizing ranged from approximately 5 to 12 feet at vazious locations azound the proposed house. FII T'he engineered fill placed to establish bottom of footing grades primazily consisted of silty sand. The engineered fill was typically placed in approximate 1-foot thick lifts with a track loader, then compacted with a lazge, self-propelled vibratory sheepsfoot roller. Stocker Excavating Project BODX-94-255 October 3, 1994 Page 3 Compaction Tests A total of eight compaction tests were performed in the engineered fill placed for house support. All tests exceeded the minimum density requirement of 95 percent of standard Proctor density (ASTM D 698). The compaction test results and Proctor curve aze attached to this repoR. Conclusions Based on the results of our excavation observations and hand auger probes, it is our opinion the soils encountered in the excavation bottoms aze suitable for fill and house support. Based on the construMion staking provided by others, it is our opinion the excavation was adequately oversized. Based on the results of our compaction tesu, it is our opinion the engineered fill placed is suitable for house suppoR. General It should be noted that standazd penetration test borings with power equipment were not taken to evaluate the soils at depth. However, the soils which were visible and the results of the hand auger probes indicate that the risk of detrimental settlement due to poor soils az depth is very small and we, thus, recommend that it be assumed by the owner. The cost for taking soii borings to better define that risk does not appeaz warranted. Services performed by the geotechnical engineers for this project have been conducted with that level of care and skill ordinuily exercised by members of the profession currently practicing in this area. No wananty, expressed or impiied, is made. Stocker Excavating Project BODX-94255 October 3, 1994 Page 4 It has been a pleasure providing these services for you. If you have any questions regarding the information contained in this repoR, please contact Dave Youngstrom or John Cazlson at (612) 431-4493. Sincerely, • 0 ~ . David T. Youngstro Senior Engineering ist t Professional Certificatian: I hereby certify that this report was prepared under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. John T. Cazlson, P.E. : Senior Engineer Registration Number. 20663 Date: October 3, 1994 Attachments: RepoR of Field Compaction Tests, Reports 1 and 2 Proctor P-1 c: Building Inspection Department; City of Eagan dty\jtc:ds\94255\`pt B Rau N=µ INTERTEC Report of Field Compaction Tests Date: September 26, 1994 Project: BODX-94-255 Report: 1 Client: Project Description: Mr. Don Stocker Proposed House, Mallazd Park 3rd Stocker Excavating Lot 25, Block 2 8247 West 125th Street 4370 North Woodgate Lane Savage, MN 55378 Eagan, Minnesota Max. Lab Iaplace SpeciFed Soil Optimum Dry Density' Inplace Dry Relative Minimum ID and Moisture' (Std.Proc.) Moisture Density Compuction Campact. Test Date Type Classiticrtion (°k) (pcf) (pcf) Comments 1 9/16l94 N P-1: SM 101f2 1261h 10 125 99 95 A 2 9/16/94 N P-1: SM 101fz 1261h 9 124 98 95 A • 3 9/16/94 N P-1: SM 101/2 126'h 10 126 100 95 A Key: N = Nuclear, ASTM D 2922 A= Test results comply with specitications. SC = Sand Cone, ASTM D 1556 B= Test results do not comply with specifications. ' = O.M. and M.L.D.D. rounded to neazest 0.5 Test Tes[ Location Elevation 1 5'N, 20'W of NE House Comer, Lot 25, Block 2 933 2 TS, 13'W of tiE Huuse Ccrnzr, Lot 25, Block 2 935 3 5'S, 5'W of NE Gara e Corner, Lot 25, Block 2 937 Elevation Reference: Braun Intertec Corporation David T. Youngstr Senior Engineerin ssi t salss\ct=. I B Rau N=M INTERTEC Report of Field Compaction Tests Date: September 26, 1994 Project: BODX-94-255 Report: 2 Client: Project Description: Mr. Don Stocker Proposed House, Mallard Pazk 3rd Stocker Excavating Lot 25, Block 2 8247 West 125th Street 4370 North Woodgate Lane Savage, MN 55378 Ea an, Minnesota AZaK. Lab inplace Specified Soil Optimum Dry Density' Tnplace Dry RelaGve Minimum ID and Mois[ure' (S[d.Proc.) btaisture Density Compaction Compact. Test Date Type Classitication (pct) (pcf) Comments 4 9/19/94 N P-1: SM 101h 126'h 10 128 101 95 A 5 9/19/94 N P-1: SM 101h 126'h 10 124 98 95 A 6 9/19/94 N P-1: SM 10'h 126'k 10 123 97 95 A 7 9/19/94 N P-1: SM 101h 126'h 10 125 99 95 A 8 9/19/94 N P-1: SM 101h 1261k 12 123 97 95 A Key: N = Nucleaz, ASTM D 2922 A= Test results comply with specifications. SC = Sand Cone, ASTM D 1556 B= Test results do not comply with specifications. ' = O.M. and M.L.D.D. rounded to neazest 0.5 Test Test Location Elevation 4 10'S, 10'W of NE Gaza e Corner, Lot 25, Block 2 940 5 2'N, 3'W of NE House Co.ner, Lot 25, Biock 2 934 6 7'S, 5'W of NE House Corner, Lot 25, Block 2 936 7 10'S, 12'W of NE House Comer, Lot 25, Block 2 938 S 5'S, 3'E of NW Gara e Corner, Lot 25, Block 2 943 Elevation Reference: Braun Intertec Corporation David T. Youngstyqn Senior Engineeri g Assi t nt 94255\cts.2 sRauN=M INTERTEC Laboratory Compaction Characteristics of Soil (Proctor) Da[e: September 26, 1994 Pruject: BODX-94-255 Client: DcscripGon: Ma Don Stocker Proposed House, Mallard Park 3rd Stocker Excavating Lot 25, Block 2 8247 West 125th Street 4370 North Woodgate Lane Savage, MN 55378 Eagan, Minnesota Field Data: Date Sampled . Test Number . P-I Sampled By . Location Sampled : Classifica[ion . SM: Silty Sand wi[h Gravel, fine- to medium-grauied, Urown Laboratory Data: ASTM D: 698-91 Procedure: Standard Date Tested: 9/16/94 As Received Water Content: Prep. Method: C Rammer Type: Sieve Data, '70 on 3!4": % 3!4"-3l8": `Yo 3!8' - q4: Size of "Oversize": Percent Oversize: Spec. Gravity: Cucve Values Coaected Values ASTM D 4718 Maximum Dry Unit Weight, pcf 126'fi f f Optimum Watzr Con[ent, `,B 101h `Yo 90 127 125 Zero Air Voids 123 ~ J.G. =2.65 t (Assumed) 00 ~ 3 2 ~ 121 T r ~ 119 117 Wa[er Content, % 6 8 10 12 14 , 16 96625SF~ i CTrY USE.ONI,.Y ..TtE~IEUPT # f ~ATF, 1994 PLUMBING PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 (612) 6814675 PLEASE COMPLETE FOR SINGLE FAMILY DWELLINGS. ALSO, FOR TOWNHOMES AND CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNTI'. NO. FIXTURES EACH TOTAL SHOWER 3.00 ::~-co WATER CLOSET 3.00 --3.130 ~ BATH TUB 3.00 LAVATORY 3.00 KITCHEN SINK 3.00 ~00 J_ LAUNDRY TRAY 3.00 ?,.OU HOT TUB/SPA 3.00 WATER HEATER 3.00 FLOOR DRAIN 3.00 ~3.00 GAS PIPING OUTLE • minimum - t 3.00 00 ROUGH OPENINGS~y.~h UU ~P,~~e~\ 1.50 •o~ WATER SOFI'ENER ~ 5 ) 5.00 PRNATE DISP. • Dak.Cry. lia 20.00 U.G. SPRINKLER • eome unaer consi. 3.00 ALTERATIONS ' to edsting 20.00 WATER TURN AROUND 20.00 STATE SURCHARGE .50 ToT.ai.: 33 ~G SITE ADDRESS:_ 7? 7~ (~C~ GW. OWNER NAME: INSTALLER: GENZ- RYAN PLUMBING & HEATING ADDRESS14745 SOUTH ROBERT TRAIL CITY: ROSEMOUNT STATE: MN ZIP CODE: 55068 PHONE (612 ) 423-1144 ~ G ATURE OF PERMITTEE a"kY U$L OIYLY . ~ . . . . , > : . . , . . : BUBD . , ' ; DATE . 1994 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN MN 55122 (612) 6814675 PLEASE COMPLETE FOR ALL COMMERCIALJINDUSTRIAL BUILDINGS. ALSO FOR MULTI- FAMILY BUILDINGS WHEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. NEW CONSTRUCTION ADD ON REPAIR WORK DESCRIPT'ION: CONTRACT PRICE: $ FEE I% OF CONTRACf FEE. STATE SURCIIARGE: $SO FOR EACH $1,000 OF PERM1'[' FEE. MINIhiUM FEE $ 25.00 CONTRA(T PRICE X 1% $ STATE SURCHARGE $ TOTAL $ SITE ADDRESS: TENANT NAME: STE. # OWNER NAME: INSTALLER: ADDRESS: ' CIT'Y: STAT'E: ZIP CODE: PHONE FOR: CITY OF EAGAN APPLICANT PERMIT City of Eagan Permit Type:Building Permit Number:EA118337 Date Issued:10/31/2013 Permit Category:ePermit Site Address: 4370 Woodgate Lane N Lot:252 Block: 2 Addition: Mallard Park 3rd PID:10-47252-02-250 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - 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 by law in ALL single family homes . Lisa Nyberg Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 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 - Jill S Melby 4370 Woodgate Lane N Eagan MN 55122--227 Property Claim Solutions Llc 2005 Pin Oak Dr Eagan MN 55122 (651) 994-2028 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA119722 Date Issued:12/16/2013 Permit Category:ePermit Site Address: 4370 Woodgate Lane N Lot:252 Block: 2 Addition: Mallard Park 3rd PID:10-47252-02-250 Use: Description: Sub Type:Siding Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please leave printed pictures of house wrap on site for the final inspection. When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to ensure maximum ventilation to attic. Call for final inspection after installation. Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 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 - Jill S Melby 4370 Woodgate Lane N Eagan MN 55122--227 Property Claim Solutions Llc 2005 Pin Oak Dr Eagan MN 55122 (651) 994-2028 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA176394 Date Issued:05/16/2022 Permit Category:ePermit Site Address: 4370 Woodgate Lane N Lot:252 Block: 2 Addition: Mallard Park 3rd PID:10-47252-02-250 Use: Description: Sub Type:Furnace & Air Conditioner Work Type:Replace Description: Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Pete DeGrood at (507) Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 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 - Logan Lindberg 4370 Woodgate Ln N Eagan MN 55122 (612) 865-0605 Minneapolis St. Paul Plumbing Heating Air 640 Grand Ave St. Paul MN 55105 (651) 228-9200 Applicant/Permitee: Signature Issued By: Signature