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1449 Lone Oak Lane PLUMBtNG PERMIT CITY OF EAGAN 3830 PILOT KH06 ROAD, EAGAN, MN 55121 CONTRACT PRICE PHONE: 4544100 PERMIT # RECEIPT # DATE: " Site Address i ' L BLDG. TYPE WORK DESCRIPTION Lot J2 ? Block Sec/Sub Res. New m • . i . C' /:: ?'. i _ !? !'? • Name ? r . . . iw)?T ?. 1' Mult Add-on ? Address 702 Er.c6sior Avs. Comm. Repair c City Hopk ns, inqg pther .. Name c Address p City Phone FEES COMM/IND FEE - 146 OF CONTRACT FEE MINIMJM - RESIDENTIAL FEE - $10.00 MINIMUM - COMM/IND FEE - 20.00 STATE SURCHARGE PER PERMIT - .50 (ADD $50 S/C IF PERMIT PRICE GOES BEYOMD $1,000.00) NO. FIXTURES TOTAL Water Closet - $3.00 $ Bath Tubs - $3.00 Lavatory - $3.00 Shower - $3.00 Kitchen Sink - $3.00 Urinal/Bidet - $3.00 Laundry Tray - $3.00 Floor Drains - $1.50 Water Heater - $1.50 Whiripool - $3.00 Gas Piping Outlets - $1.50 Softener - $5.00 Well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 FEE STATE S/C: GRAND TOTAL• FOR: CfTY OF EAGAN ? CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 6$1-4675 SITE ADDRESS: i-i.i t 1-141 OAK I Aivi , . i k1?41?i t, r,? ?,i . PERMIT SUBTYPE: , , I., . , ON RECORD PERMIT TYPE: Permit Number: Date Issued: ti I. ?+F r. APPLICANT: ,. , i,,.. . ? ??r!•. ? TYPE OF WORK: (iF. :-.k k T I' t 14lN ;<yn hFPAltt t hiftM i Nfi I INSPECTION .. • .A Permit No. PermR Notder Date Telephone tt SflN PLUMBING HVAC ELECTRIC ELECTRIC Inspection Date Insp. Comments Footings I Foundaiion Framing LYa Roofing Rough Plbg. ? Rough Htg. Isul. Fireplace Finai Htg. Orsat Test Final Plbg. Plbg. InspeCtor - NotiTy Plumber Const. Meter Engr./Plan Bldg. Final Deck Ftg. Deck Final Well Pr. Disp. CITY OF EAGAN Remarks ( Y sewer Addition ZEHMER ACFM Lot Pt8' Owner r?'? 5treet 1449 Lone Oa State Eaganp M 55121 8705 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING SAN SEW TRUNK C{o 168 100,00 3-33 30 Paid iF SEWER LATERAL 1970 1.961.73 8.0 20 1177.09 A003870 -13-77 WATERMAIN * WATER LATERAL& yJ 9t11U 1970 20 WATER AREA n STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PAR K Eagan Township ,. ? Dakole Caunlp, MinnesaSa Apglication for Bnilding Permit Tppe of b-uilding or work conlemplaied. ...?- -? Q Res?deniial ? Commereial Indusiri -._ .. -.,--? Svild Enlarge Alter Repeis f --.`.?'?.'.-- Delails or Circle coxreci deseriplions. il -.`.-.------- ' rs Instell? Move Wrpckv OSher. ya Coat- --------- .................._. Locaiion PERMIT NO. ???°.L....... DaSe Number Siree! Ba3ween whaf aross slreefs Siae Esl. Valuation Lo! Bloclc Addiiion Reaxrangement or Traci i6),57 - ZERk :r2 ??--- ? ..? _G...`._ ------------/G-- ... Owner L_.-.?..._ ... "z Coniracfo;--y?._`?..'.?.?.-??..... '..._GP.r............ Address ' ??... l.......... - ::----- The unders3gned hereby makes apalioaiion for a permii fo do work as harein apecified, agreeing !o do all work in aYsici accordance with !he building ordinanae adopled April 11, 1955 Tosal fee eol3ecfed. by ihe Eagan Township Board o! Supervisors. Pesmi4 fees are not refundable. ....--__ _--------'...._....."_"----""_'-------......'_-----------------"--'----_._.. Signed ? EAGAN TOWNSHIP il . BUILDING PERMIT ......:........:.............. 1Pse;sntl .1..!?_`.j.?.....ca!?e::x...t......?r.!S:r..._? ??/? , ?. ....::..................._--?-----.._....----........°--.-°---...................._.... r DESCRIPTION N° 2166 Eagan Township Town Hall . Data ...[I ..?:? .? t.F. .`t......""""'_'. To Ss Used Foz Fsoai Depfh Halgh# Esi. Cos! armii Fea Aemarks . . ? . ? a ' +._-e?m??G+;'_•?.?.,,y'.i': rt?.?.t?fy-??-.?. _?_ ..... ........ .. ....... _ . LW Black Additioa or Tzac! - .. __. .. _ . 9d?I 4!:. : ' . .. . ? . T64 the s Tlil$ This' fhe s 1955. zmit does aot suthoriu the use of sl:aeis, toads, alieps or aidewaiks nos does it give the owner or kia aqent d!a'create anY slluation whtch ia a nuisance ox wLich prasenls a hezard 20 the healih, safeip, eonvenience and weliara !o eppeaa in the eommunilp. ERMIT MU$T SE BEPT ON THE PREMISE WBILE TIiE WORK IS IN PAOGAESS. 3e eesltiY' !he!-°--...... .......... has pesmiasioa !o eract a---°._........................... _upoa ve daseribecl p»miae subjec! !o the provisions of the Building Osdinance fos Zagan To6vnship adopled April 11. f ........... ..._......... Par .............. .w; c_.....[( ...................--•-'°-'°'-'"G"?°----'--'---- ............. o! Town'Soard ? $uildinp tnspealor 'J a,.. ?_,u 4Jli5-?:?„?,[ i_.. .. L_ .. . . ..,i.:. ?. . . .• I K 06974 ?rs 9a- ?l s Bav Q.? s? ? o0 Reque [ Dete /'p-? i vl Fi kS Ro gh-m n peciion Reqwretl ? Yes No Feedy Now ? Wtll Naury Inspector `Mien Re 1 licensed contractor ] owner hereby request inspection of above electrical work at: _?. Job Atltlress I'Sl1reel Box o Route ?N,{o ?? l ` 1 Y? Ci Section No Township Name or No Range No Co m ?PqINT? her s1?- Phone No Power Suppeer Atltlrass EI Gonhactor( ompany MZiS?IL+-f tQ- Co?lracty(s L¢enle No_ MaiLn Aea s (COntraclor ne' Maiin Insl Oon) C;c„t S Hmh tl Si aNre ?C nv touOwner MaRing Ins Ilation) -e.?1 Pno Nu Ger -tb -3555 MINNESOTA STpTE B AR OF LE TFICITY THIS INSPECTION FEOUEST WILL NOT Grlggs•Mitlway BIEg. R m BE ACCEPTED 0Y THE STATE BOARD 1821 Unrvers?ly Ave., aul. MN 55106 UNLESS PROPEfl INSPEQION FEE IS Phone (614) 6C2-0800 ENCLOSED REOUEST FOR ELECTRICAL INSPECTION 06,974 ,$ee instmclions for completing ihis form on back af yellow copy "X" BeloW Work Covered by This Request 6TM?? EB-00001-08 ?.,?. ew Atltl Rep TypeotBuilding AppiiancesWired EqwpmentWired Home Ranga 7emporary Service Dupiex Water Heater Electric Heating Apt. Bwldmg Dryer Other-(Specify) Comm./Industnal Furnace Farm Air Condilloner OtM1er Isuemlyl Contrao?ork R@marks _ ? s_ _i?i• ? _ (? On (} rtl? =1.1 P= ISCnS i i? i 1 Compute lnspecfion Fee Below. # Other Fee # ServiCeEniranceSize Fee # Circmts/Feeders Fee Swimming Pool 0 to 200 Amps o to 100 Amps 7ransformers Above 200 _ Amps Above 700 _ Amps SignS Inspecmr§ Use Only. ?? TOTAL ? ? Irngation 8ooms ?J . od l J - Special Inspection Alarm/Communication THIS INSTALLATION MAY BE ORDER ISCONNECTED IF NOT Other Fee COMPLETEO WITHIN 18 MONTHS. I, the Electrical Inspecror, here6y certify that the above inspection has been made Rouqn-in F?nei oeie o ? G OFFICE USE ONLV ThR requesl voi0 18 moniM1S irom RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55122 651-681•4675 New Construe[lon Reuuiremanh • 3 registered site surreys showirg sq. R ot lol, sq. ft. af house; and all rooted areas (20% mazimum lol caverege allowed) • 2 copies of plan showing beam & window s¢es; poured found design, etc.) • 7 set of Energy CalculaUons • 3 capies of Tree Preservation Plan if lat platted aRer 711/93 • Rim Joist Delail Options selectian sheet ibfdgs with 3 w less unils) DATE I01 SITE ADDRESS A TYPE OF WORK aV.. a MULTI-FAMILY BLDG _Y _N FIREPLACE(S) _ 0 X_ 1 _ 2 APPLICANT ?iS V°kaarSL..SlX? STREETADDRESS 1l-Iq ol l„oi,.e. 0a.k CITY ?..T STATE!!!?ZIP 541Z/ TELEPHONE #CS/-y_'q--o3'7,3 CELL PHONE # G I2_-292-'3?6Y FAX # PROPERTYOWNER rVA,O`rd_,A TELEPHONE# COMPLETE FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RliLLS 7670 CATCGORY I MINNESOTA RUI.ES 7672 (4 submission type) • Residential Ventilation Category i Worksheet Submitted • New Energy Code Worksheet Submitted . Energy Envelope Calculations Submitted Piumbing Contractor: ___ Plumbing system includes: Mechanical Conhacior: Mechanical syslem includes: Sewer/Water Contractor: Air CondiLioning _ EIcat Recovery Syslem Phone # Phone # P'ee: $70.00 I hereby acknowledge that I have read this application, state ihat the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Or ances. n? SignatureofAppllcant ?*L »__.W_----------- ---------- ------ °----------- __- __..----------- ___-°°°--------- ___---------- OFFICE USE ONLY Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Upda[ed 4102 _ Water Softener _ Water Heater No. of Baths _ Phone # Iawn Sprinkler No. of R.I. Baths , 1?? a= RemodeUReoair Reauiremenb . 2 copies of plan . 1 sel of Energy CalcWatlons for heated additlons . 1 site survey for exterior addilions & decks . IrMirate'rf home served by septic system for add8ions VALUATION ID. 00 0 Pee: $90.00 D, '% SEVERSON,SHELDON, DOUGHERTY & MOLENDA, P.A. SUITE 600 7300 W EST 147TH STAEET APPLE VALLEY, MINNES07A 55124-7580 (952) 432-3136 TELEFAX NUMBER (952) 432-3180 E-MAIL bauerrQseversonsheldon.com RGG?IW ED UC I 3 Q 2003 •ro John Gorder, Assistant City Engineer EG,GAN rn!GINEERiit!G DE°RRT(ViENT FROM: DATE: Robert B. Bauer, City Attorney/A-,,/ October 29, 2003 RE: Kennerick Addition - Easen?ents Project 806 Our File No. 206-18571 John, Enclosed for the City's records, please find the following original recorded easements: A. Ponding and Utility Easement (William M. Ovem and Ann M. Overn - / Easement No. 899) dated April 15, 2003 and recordeu with the Dakota ?0 3-00 County Recorder on July 15, 2003 as Document No. 2078304;.% B. Ponding and Utility Ease.nent (William M. Overn and Ann M. Ovem Easement No. 923) dated April 15, 2003 and recorded with the Dakota County Recorder on July 15, 2003 as Document No. 2078305; , Ponding and Utility Easemeri: (Christopher Marshall and BrendE. Marshall - C . Easement No. 920) dated Aprii 15, 2003 and recorded with t'ie Dakota v County Recorder on July 15, 2003 as Document No. 2078306; D. Ponding and Utility Easement (Amie M. Maag - Easement No. 921) dated April 11, 2003 and recorded with the Dakota County Recorder on July 15, pa? _ 00? 2003 as Document No. 2078307; E. Ponding and Utility E'asement (Dale M. Naatjes and Suzanne NaaYjes - Easement No. 922) &ted April 17, 2003 and recorde' with the I)akota 16 - County Recorder on Jul , 15, 2003 as Document No. 207?308; (/ AV .'I John Gorder October 29, 2003 Page 2 ?% r Iuss ? ,? ??? J rA ?? F. Drainage and Utility and Temporary ConstrucUon Easement (Skyline ,;;Pssyoy Limited Partnership - Easement No. 926A) dated May 16, 2003 and 5-5 recorded with the Dakota County Recorder on 7uly 15, 2003 as Documeut _jpO` (30 /o - No. 2078309; G. Drainage and Utility Easement (Skyline Limited Partnership - Easement / No. 926B) dated May 7, 2003 and recorded with the Dakota County (P Recorder on July 15, 2003 as Document No. 2078310; H. Drainage and Utility Easement (Skyline Limited Partnership - Easement ? <, No. 926C) dated May 7, 2003 and recorded with the Dakota County Recorder on July 15, 2003 as Document No. 2078311; ---- -?? 1. Ponding and Utility Easement (Todd J. Lutz-Chase f/k/a Todd J. Chase and ? NSitsuko M. Lutz-Chase f/k/a Mitsuko M. Lutz - Easement No. 927) dated ?_o t) April 11, 2003 and recorded with the Dakota County Recorder on 7uly 15, /6 2003 as Document No. 2078312; ?0 4p J. Ponding and Utility Easement (Michael Mitchell and Kathleen Mitchell - ?_ 693-00 Easement No. 929) dated April 28, 2003 and recorded with the Dakota /o ??g County Recorder on July 15, 2003 as Document No. 2078313; and p? K. Drainage and Utility Easement (Gerald L. Braun and Edith L. Braun - Easement No. 972) dated Apri] 11, 2003 and recorded with the Dakota &6(p County Recorder on 7uly 15, 2003 as Document No. 2078314. .? ? ? ?ruc = if) ?a o p ? f,.. ~ Z.° a W 2078306 z a C'? g C a W ? CG'J y m p p W ? ? ? _ ? <j N ? ? ¢ w W ? I T `Y ? fM ?'Sln Fc- s1 ?C.J . ? a?mp4 Z?V? Q O p = v=i U IV ? ? ClJ W ? _ ? W I? _j U . o? Y ? p S ? 4W Y W ?? m $` ? ? ? O Clj F W DuUE RECEIVEO 7- ? x ? ? a -? o ?- ° ?? o W ? ? D A KOT? CQUNTY ' TRF-ASURER-AUUITOR 1A-- PONDING AND UTII.ITY EASEMENT DESCRIPTION IN CONNECTION WITH EAGAN CITY PROJECT NO. 806 THIS PONDING AND UTII,ITY EASEMENT, made and entered into this_&:61day of 2003, between CHRISTOPHER MARSHALL and BRENDA MARSHALL, hu6band'and wife, hereinafter referred to as "Landownee', and THE CITY OF EAGAN, a municipal corporation, organized under the laws of the State of Minnesota, hereinafter referred to as the "City". WITNESSETH: ? ? ? WHEREAS, said Landowner is the owner of the tracts of land in the City of Eagan, Dakota County, Muuiesota, legally descn'bed as follows: A ponding and utility easement over, under and across that part of the following described properry: ?tECEN?fl 1UN 1 '? 2003 DPAOTAER AUatOR That part of Lots 9 and 10, Zehnder Acres, according to the recorded plat thereof, Dakota County, Minnesota, described as follows: Commencing at Point A which point is 425 feet southerly of the noRheasterly comer of said Lot 9, thence from said point to Point B which point is northerly of and 406.5 feet distant from Point A on a straight line which extended intersects with a point on the northerly line of Lot 9, ]ying 190 feet westerly of the northeasterly comer of said Lot 9; thence southwesterly from said Point B in a curved line, which at all points is northerly of, and 406.5 feet distant from Point A to Point C which point is northerly of and 406.5 feet distant from Point A, the point of beginning on a straight line which extended from Point A through Point C intersects with a point on the northerly line of Lot 10, 29 feet easterly of the northwesterly corner of said I.ot 10; thence from said Point C in a straight line southerly to Point A, the point of beginning. Lying southeasterly of Line A described below. Line A is described as commencing at the intersection of the west line of said Lot 10 and a line 14425 feet northerly and parallel with the south line of said Lots 9 and 10; thence easterly along said pazallel line a distance of 174.90 feet; thence deflecting to the left 90 degrees 00 minutes 54 seconds a distance of 125.67 feet to the point of beginning of said Line A; thence ? -? 0 deflecting to the right 43 degrees 45 minutes 59 seconds a distance of 196.30 feet and said Line A there ternunating. Together with a permanent drainage and utility easement over, under and across that part of the above described property which lies northwesterly and northeasterIy of a line described as beginning at the point of terznination of Line A described above; thence southwesterly along said Line A a distance of 24.46 feet; thence deflecting to the right 114 degrees 27 minutes 23 seconds a distance of 172.13 feet to the northwesterly line of the above described property and said line there temunating. Together with a temporary construction easement which lies southwesterly of the above described drainage and utility easement, northwesterly of the above described ponding and utility easement, and northeasterly of a line an its ezctensions which lie 10.00 feet southwesterly of and pazallel with the southwesterly line of said above described drainage and utility easement. Said temporary construction easement expires October 31, 2004. See also EyJiibit "A" attached hereto and incorporated herein. NOW, TBEREFORE, the said Landowner, in consideration of One Dollaz ($1.00) and other good and valuable consideration, to it paid by the City, receipt of which is hereby acknowledged, hereby grants an easement to the above premises to the City, its heirs and assigns, for ponding and conservation purposes, including the normal practice of filling with water the above-described premises from storm sewer runoff and for utility line purposes. The City shall have the right to do whatever is necessary for the enjoyment of the rights herein granted, including the right of clearing the easemern azea to allow for the use of the land as stated herein, and also including the right to excauate within the easement azea and to install, lay, maintain, operate and repair storm sewer pipes and utility lines and the right of ingess and egress to and from said tract of land and over and across the easement azea for these purposes. And the said Landowner, for itselt its heirs, eacecutors, administrators and assigns does hereby release the said City of Eagan, its successors and assigns, from all claims for any and all damages resulting to said land by reason of the location of lake, ponding azea or utility line. By acceptance of these easements, the City agrees that it shall restore the property located outside the anticipated perimeter of standing water to as near the existing grade as is reasonably possible and further agrees to replace existing cultivated shrubs or sod and to seed all other azeas not covered with standing water. It is expressly understood that the City, its successors or assigns shall waive and release said lands or that portion thereof used for permanent lake or ponding pwposes from any special assessment levied on an azea basis on account of any improvement in the City of Eagan for such time as said lands are used for permanent [ake or ponding puiposes, bat at such time as such uses or purposes are 2 abandoned then said lands may again be subject to such special assessments, as have been levied or may hereafter be levied. IN WITNESS WHEREOF, the Landowner has caused this easement to the day and year first above written. MARSHALL MARSHALL STATE OF MINNESOTA ) ) ss. courrrY oF K ata ) executed as of The foregoing instrument was acknowledged before me this fLL&day of 2003, by CHRISTOPHER MARSHALL and BRENDA SHAL , husban d' e. tl/' Not Pu lic ` APPROVED AS TO FORM: City Attorney's Office Dated: 51$10 3 ? JOEL ALAN RAUSCH ; ; j NOTARYPUBLIC-MINNESOTP. .?? Myc0Wj50mW=Jan.31.20G5 ? ..un APPROVED AS TO CONTENT: ? Pu6lic Works Department Dated: ? - ?p -da THIS INSTRUMENT WAS DRAFTED BY: City of Eagan Engineering Department 3830 Pilot Knob Road Eagan, MIV 55122 651-675-5646 Easement No. nk 920 (66-18571/Project 806) q 4 EASEMENT SKETCH FOR 2g ..? NW'L CORNEF OF LDi 10 i7 ?i L' lHE C/TY OF EAG'AN 19000 - NE'LY CORnER OL' LOT 9 NY1 l?? N'OF LOi 9 F i lJ I m 43•4? o .( ,nl 90'00S9 "" "' ' I)t 90 _ - ! ? UNE PARnLLEL i0 SOIIiH ? P UNE OP LOiS 9 h 10 1 T000-105 PFRNANENI DRA1NAGf & UTZTY £ASEMfNT /.335 50. F7 \\?? X \\ h II < N PROPOSEO EASEMENT DESCRIPTION , A pontling ontl utaily eos<menl omq under onE acrosa ihal port o( Ihe (olloving UescrLed property Thot porl af Lols 9 ond 10 0l ZEHNOER ACRES, accordinq lo Ihe recortleE plot thereol. Dokota Caunty, Ninneeota, tleecribeE aa lollows: Commencing pl Poinl A which point is 125 leel soulherly ol lhe norIhemterlY corntt ol saiC Lot 9. Nence Irom saiC poinl lo Point B wF¢p point is nwNetly a/ on0 4065 fa<t tlislonl Irom Paint A an a sVaigM line which exlenEeE intersacb with a pam[ on ihe norlherly Ilne el Lot 9, lying 190 feet wes[mly a/ lM1e norlheasletly comer ol vaitl Lot 9; tnence eautnwest¢rly kom soitl Paint 6 in o mrveC line, wh¢h ol oil polnis is northeAy ol, on0 406.5 feet Eistant Irom Poinl A, to Poinl C which poml is nortnttly of and 406.5 1<et Eielant from Point A. the point of peqinning on o sbaight line xTiM e.hnCeC fram Poht n hrough Point C inlersects wilh o point on IM1e northerly Iine o/ Lot 10, 29 fml mslery ol Ihe northwesterly comer ol soid Lat 10; IM1mtt Nom aai0 Polnt C in o stmight line soulnerly ta Poinl A. !he Paint ol Eeginninq. Lying eoulhemterly ol LMe A Eeecripe0 D<low Line A Is tlescrlbeE os commmcinp ol Ihe intusectlon ot the west line ol aoiE Lat 10 onC a Ilne 140.25 feet mrthMy Of antl parollel rilh Ne SWN line al saiC lots 9 anE 10; fhence eosledy, dong soitl porallel IMe, a tlistance ol 174.90 /eet. lhence tle/lecting lo the left 90 Eegrom 00 minu4s 54 seconEs a tlmtonce of 125 6] feel to lne poMt of beginning of soid Line A; thence EeflecUng to ine riqnl aj tlegrees 45 minules 59 aemnEe o tlielonn ol 196.70 feet ontl saiE Line n Ihne lerminabng ipgether wnn a permanenl eroinoqe one ulility vovemenl o.ar, under onE acrosa Inat port o( tna oeave tlesoibatl properly which liea nortbwesteriy untl northemlerly ol a line EeacriEetl as Ceginning ot lhe poinl of tarminotion o/ Line A tleacrlEed aEave; lhencv soulhwesloty olong eoitl line A a Oistance ol 24A6 feeq Ihence tle0ecling lo Ihe right 114 tlegroee 27 minvtes 23 secon0a a Oistance of 172.13 test to tM1e norlhweslerly line of tbe oDOw Oescripe0 propnty onE zoie iine Ihne Icminoling. iogether wilh e lemparory conslmction aaeemont whicn iiee aout„wealnly of the obave tlexribetl droinage and ulilily eoeemenf, nwthwesidly a/ the aEave tl<scribed ponEing ontl ulilily wsemenl, ontl narihavstedy ol o line an0 its ealensions which lie 10.00 (eel southwesledy of ond parallN witn Me south.esbtly line a/ zaitl aEOVe 0aeaibetl Croinoge onG utiiity easemvnt. Said tempwary careUUClion eaxemenl exPiree _______________ NT5 I.) This sketch daes not purport lo ba o EounEOry survay. 7.) CoorEinote Oosis. Dakoto Cwnly coordinole system 3) ExisHng 9"VCP eonitary eewer ond weuone enown nereon OroviOetl Cy Bonestroo, ftosene, AnEerlik onE Assaciales. AREAS: Gross orea of proposed Ponding eosement m 7,771 yquare feet Existing easement bcaled within fhe proposed easement area = 683 square feet Net orea at proposeE Ponding eosement = 7,088 square /eet W. n..eey cerwy moi ent: siemn, v1a. o1 ..pa.i .oa preparee ey me or unEn my inabuctim vn0 Nal I om o Culy Reg4bre0 Lontl Surveyer untler (he laws ol IM1e Slal. of Alinnesola Doled Inis I9ln Coy ol Aprii, 2002 SUwDE l((A77NO JSU'RVEYMQ LLC. By_c[?[? Sca?t J. P. R L S ----- Minn Rep. Na. I7256 REwSED: Narcn }, 2007 (SM1aM exisling emnte) iEVISED: AorB J, 4001 (Atltl encement) EXHIBIT // 9001 Eost Biooming(on Freeway (35w) • SvRe I i8 Bloomin9 fon, Minnesofo 55420-3435 I.17 R.]J 54 OBP/5MI 2000105001R2 ywq Businesa: 952/8B1-2455 • FAX: 952/888-9526 ?,. RESIDENTIAL q Iql BUILDINC PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55122 657-681-4675 New Constmction Reuuirements • 3 registered siM surveys showing sq. R. of IM, sq tl. nt house; and all roofed areas (20°k maximum lot coverage allowed) 1 2 wpies ol plan showing 6eam 8 vrindow sizes; poured founG design, etc.) ? • 7 set of Energy Calculations • 3 copies of Tree Preservatlon Plan If lot plaBed after 717/93 • Rim Joist Detail OpUOns seledion sheet (hldgs wrth 3 or less unAS) ? Y ? • ResidenGal VentilaGon Category t Worksheet Submitted • Energy Emelope Calculations Submitted DATE 1a ?-j?OVALUATION _ Water Softener Water Heater No. of Baths SITEADDRESS Iqq I L-a"- MULTI-FAMILYBLDG _Y ? N TYPE OF WORK 2 s{-o? y a-oQ?Q,}ic?ti FIREPLACE(S) -)l 0_ 1_ 2 APPLICANT STREETADDRESS C) a-lL La_^-` CITYTATEMN ZIP SS(Z! TELEPHONE # GS l-//SG-a3 _73CELL PHONE #C/Z-ZSo -356T PAX # PROPERTYOWNER Vt^^r?s V"??? TELEPHONE# 6;/Z-ZW-35?5/ COMPLETE FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MIINNESO'1'A RULES 7670 CA1'EGORY 1 MI\NESOT:1 RULES 7672 (J su6mission rype) Plumbing Contractor: ___ Plumbing systcm includes: Mechanical Contractor. Vlcchanical system includes: Sewer/Water Contractor. _ Air Conditionitig Pcc: $70.00 _ HcaL Rccovcry System +i .; v ? -?? ,-. ? ? ? ? I' I^ Phone # I ?,? '; = LC,.C I hereby acknowledge that I have read this application, state that the information is corrL t, and agpeyk-jecomply with all applicable State of Minnesota Statutes and City of Eogan Or ?inces. -- Signoture of Appllcant -------- _.____------- ---------- ----- °°----- °---°----------- ---_____------------- ----- ------------ __-------------- -° - OFFICE USE ONLY Certificates of Survey Received Tree Preservation Plan Received _ Not Required _ - Updated 4102 ? So ooa Phone # Fee: $90.00 & io,g(e ll' II)?I RemodeVReoair Reauirements ? . 2 copies of plan • 1 set of Eneryy Calculations for heated additions 1 sde survey Por extenor addPoons 8 decks ? Iny,clle'rfhomeservedbysepticsystemkradditions Phone # . New Energy Code Worksheet Submitted _ I.awn Sprinkler _ No. of R.I. Badis ;.OFFICE USE ONLY ? 01 Foundatlon O .02 SF Dwelling ? 03 01 of _ plex ? 04 02-plex ? 05 03-plex ? 06 04-plex ? 07 05-plex ? 13 16-plex ? 08 06-plex ? 16 Fireplace ? 09 07-plex ? 17 Garage ? 10 08-plex o7(,18 Deck ? 11 10-plex 0 19 Lower Level 0 12 12-plex Pibg_Y or _ N O 20 Pool O 21 Porch (3-sea.) ?( 22 Porch/Addn.(4-sea.) ? 23 Porch (screened) ? 24 Storm Damage ? 25 Miscellaneous ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding 7„ 32 Addition ? 36 Move Bidg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 48 Windows/Doors ? 34 Replacement "DemoliHon (Endre 81dg only) - Give PCA handout to applicant Valuation 00I7 Occupancy 23-N? MC/ESSystem Census Code Zoning City Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs t Length ? Fire Sprinklered T ? Type of Const IS2_ Width REQUIRED INSPECTIONS Foorings(new bldg) FinaVC.O. Footings (deck) Y FinallNo C.O. Footings (addition) plunibing Foundation HVAC _ Drain Tile Other Roof Ice & Water Final Pool Ftgs Air/Gas Tests Final ?G Fraxning _ Siding Stucco Stone Fireplace _ R.I. _ Au Test _ Final _ Windows (new/replacement) ? Insulation _ Retaining Wall Approved By rG,. , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC cry sAc Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total /Jif,&1t, ... , , ? 30 Accessory Bldg ? 31 Ext. Alt - Multi ? 33 Ext. Alt - SF ? 36 Multi 9-17 7S" 2/, I`1`?f ), ova P4-cra F`u iVID km / v v " it s -(, s0 Z Permit Number MECcheck Compliance Report 2000 Minnesota Energy Code MECcheck Software Version 33 Release 1 c Data filename: Untitled Checked By/Date TITLE: Marsball Edition COUNTY: Dakota STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 11/04/02 DATE OF PLANS: 11/U02 COMPLIANCE: Passes Maximum UA = 210 Your Home = 210 0.0% Better Than Code Ceiling l: CathedraLGeiling(no attic) Wall 1: Wood Frame, 16" o.c. Window I: Above Grade, Wood Frame, Double Pane with Low-E Window 2: Above Grade, Wood Frame, Double Pane with Low-E Window 3: Above Grade, Wood Frame, Double Pane with Low-E Door 3: Glass Window 5: Basement <= 5.6 ft2, Wood Frame, Double Pane with Low-E Floor 1: Heated Slab-On-Grade, 3.5' insul. Proposed and Maximum U-Factor Averages C,lnrislMwrS\^?-?? Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA 374 38.0 0.0 10 1326 19.0 0.0 62 128 0.290 37 60 0.310 19 16 0310 5 27 0310 8 48 0310 15 78 10.0 54 Proposed Maximum Average U-Factor Allowed U-Factor Above-Grade Windows and Glass Doors 0299 0370 Indudes Poundation Windows> 5.6 112 Foundation Windows <= 5.6 112 0310 0.510 COMPLIANCE STATEMENT: The proposed building design described here is consistent with [he buildtng plans, specifications, and other calculations submitted with the permit application. The proposed building has been desibmed to meet the 2000 Minnesota Energy Code requiremen[s in MECcheck Version 33 Aelease 1 c and to compty with the mandatory requirements listed in the MECcheck Inspection Checklist. f' MECcheck Inspection Checklist 2000 Minnesota Energy Code MECcheck Software Version 33 Release lc DATE: 11 /04/02 TITLE: Marshall Edition PLAN REVIEW AND 1NSPECTION ISSUES This list of items may be helpful for Plan Reviewers and Building Inspectors to use as a guide for enforcing the Minnesota Energy Code. The items apply to Group R, Division 3 Occupancies, one- and two-family residential dwellings. The items marked with * apply only to detached one- and two-family residential dwellings. PLAN REVIEW ISSUES FOUNDATION INSPECT[ON [] founJation wall insulation R-5 minimum [] foundation insulation extends Gom top of wall down to top of the footing [ J exterior foundation insulation is covered by a protective coating tinish CONCRF.TE SLAB OR UNDER-SLAB iNSPECTION slab on grade perimeter insulation R-5 minimum (] slab insulation extends from top of slab to design frost line or top of footing [] floors over unheated space R-30 minimum WINDOWS / DOORS / SKYLIGHTS [] average U-value is 037 maximum for windows and glass doors (excludes foundation windows) [] window U-values consistent with building plan and MECcheck Report window and door areas consistent with building plan and MECcheck Report MECHANICAL VENTILATION [SSUES residential mechanical ventilation system provides adequate ventilation per code requiremems* [] furnace efficiency is consistent with MECcheck Report or building plan [] protection against excessive depressurization is installed per code requirements* ENVELOPE INSULATION FOR PLAN REVIEW [] interior basement insulation R-5 minimum (if no exterior insulation) [] ceilings with attics R-38 minimum or consistent with building plan and MECcheck Report [] wall framing and insulation level is wnsistent with building design and MECcheck Keport INSPECTION ISSUES CONCEALEDINSULATION Framing and Sheuthing (] wind wash barrier installed at attic edgc [] exterior wall comers framed so that insulation can be installed afrer exterior sheathing is installed [] intersections of interior partition walls and extcrior walls framed so that insulation can be installed between the partition and exterior sheathing after exterior sheathing is installed [] gaps between traming less than one-half inch are eliminated by securing framing together or are insulated at the time of assembly * [] all penetrations between conditioned and unconditioned spaces made prior to framing inspection are sealed * Interror Air Barrier [] all fire stops are air sealed [] pipes, ducts, wires, equipment and flues and chimneys through the interior air barrier are sealed a sealed continuous interior air barrier is installed on the warm side of the building envelope at ceilings, walls, and floor rim joist areas * [] air barcier behind tub and shower is sealed and protected [] recessed light fixtures are sealed Envelope Insulufion basement insulation R-5 minimum [] wind wash barrier on wall separating house and garage is sealed [] loose fill insulation is prevented from entering the eaves [] insulation on skylight shafrs and walls exposed in attics is supported on the uncondi[ioned side Attic Lnsuladion [] attic access panel insulated to R-38 for ceiling panel and R-19 for wal) panel attic card attached to framing near access opening [] notification of attic R-value and date of installation posted near building pertnit inspection card This is a summary only. Other requirements may apply. See the Minnesota Energy Code. Questions? Call the Department of Public Service Information Center at 651-296-5 175 or 1-800-657-3710. Date /? "? aL ? PermitNu ber MECcheck Compliance Report cne ed ate 2000 Minnesota Energy Code MECcheck Software Version 33 Release Ib Data filename: I:\Energy Calcs\IvIEC\NIn\02-535.cck TITLE:#02-535 COLINTY: Dakota STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 10/14/02 PROJECT IIVFORMATION: Larry Martin COMPANY INFORMATION: Vennehjem Building Corp. COMPLIANCE: Passes Maximum UA = 474 Your Home = 412 131% Better Than Code Gross Glazing Area or Cavity Cont. or poor Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Tmss 1892 44.0 0.0 51 Wall 1: Wood Frame, 16" O.C. 2664 19.0 2.0 117 Window 1: Above Grade, Wood Frame, Double Pane with Low-E 317 0310 98 Door 1: Solid 18 0.230 4 Dooz 2: Solid 40 0 350 14 Door 3: Glass 208 0330 59 Basemeut Wall 1: Solid Concrete or Masonry, 8.8' hU8.2' bg/8.8' insul 704 11.0 0.0 39 Basement 4Va112: Solid Concrete or Masonry, 3.5' hU3.0' bg/3.5' insul 234 11.0 0.0 17 Floor 2: All-Wood JoisUTruss, Over Outside Air 126 38.0 0.0 3 Fumace 1: Forced Hot Air, 90 AFUE Proposed and Maximum U-Factor Averages Proposed Maximum Average U-Fa ctor A1lowed U -Factor Above-Grade Windows and Glass Doors 0318 0370 Includes Foundation Windows > 5.6 fr2 COMPLIANCE STATEMENT: Th roposed ilding design described here is consistent with the building plans, specificahons, and other calcula'sV with the permit application. The proposed buildmg has been designed to meet the 2000 Minode requirements in MECcheck Version 33 Rele,ase I? d to comply with the mandatory e in the MECch eck Inspection Checklist. ? Builder/Desig Date-p"Z T 1 Dec-04?02 02=06P TM1e McSFierry Group,Inc_ 1 7HE McSHERRY GROUP, INC. lezs sdby nvenue Sf PauIMN55104$304 u5A .hmvr_meenemeoraupinc com e-mal mglgmcahertygr?pmcom Phana (667) 791-0908 Fax(651) 73t-0427 /] 7011 Frena (8pp) 321 ?71 g 1 vf d? TD: `'? 4 [A -5i5PfiiR (??? SrMve?rn?rv?ins?s?rnn P.O1 .vtemion: V 'LOG 49 R i Q?tr ? +4 ? WE ARE SENDING YW; YG1qt18CheC [] Undfar yepwate cqyet V W: [] MESSenW S6rvice ? I 1 Owrupid Sen"ce ( 1 Mad Hand I 1 DOheWickp [ 1Ot+er ->.I.Ferz - tdsl s.P"s mduding w," (e Fmr: (? SI 3 G 8! - qG Rv THE FOLLOWIHO ITEMS: I I Snop drvinnge f I Pnnte l] Gdwlaeana ?ePOM '^s..i'gwelch f 15peaM1CSlwns ( J LeNm [ I COnUatl [) Othx J` .... .........?.?.....??s?ieoinm?ameesapn?xp?v?layeea?aoonfMann.Mireom?aliun?mencNCaYrfwmiuwafmoMdvduananBCWwa eV?BreupeiuqV4sinasse9clStwl 1M I?IMlb] [eCIpIB?I, m mn yry1010?p! a? Pp&ll flaponYdB 10 dWive? h(p y?p ?nlentlntl fBGaOnl. yMl Bfe Ru?ab/ np?I119G yiel ynu eR iit yosxaypq? M cpNltlprIM191 i?j pn?nlqpgd ?nlo?mabon Vnlaee yw.va Ily rnle??tlotl nelpMil, any eippgminAim, uishWW"w?, acopyin9 d tlyz erw?muiiicaean ia Nnetly pm?ibtteE r ?o? n..?,e,??.,,a ?Ma canm??Kxwn in orqf, pllese Lmmg4j8Wly noMy'(h9 W5M? ?pyp pr ta1xp110M bntl TM11T V1B oliDitil TBF99bn IoMp addfpsf aEOVY y? Jc UnRBO SICIOS Mpj(gt $Bnncn It1Mlk YOY ?Tle mBesagn q?tl ite wennn?a &re w?rynqMeC s?C a? xy ppp?aLwy y?oCyd M Tho McShxry C•rwD. Inc. GopynqM MGI O]ODI. COPYTOpiOlBdfll9 SIGNE P1AME. 4igift L ell P.E. TITIE. 13ir9C1Ar. Stru4Ytdl Enoneelirw Servioe6 CEO i [] Aa requmle0 [ 1 Amepte9 as ?ymMqy [] Raubmrc _ capiw lar 9Cpptence or Ya+r use f) kccePted as nate0 f 1 SubmN _ capiu for tlMnbutm ? I FM aQDBPt3"? l 1 Returned fwtwfac6ons ( 1 Retum _ corncted pnnb ? ] Fvr reaew snd cpmmem [ I pthsc? DeC-04-02 02=06P The McSherry Group,Inc MGI Mr Chris Marshail 1449 Long Oak Lane (address of house being evaluated) Eagan, MN 55121 Home phone: (651) 456-0373 Cefl phone: (612) 250-3588 E-Mait Address: ken[marstiallc%netsCepe.net RE: Marshall Residence Limited Structural Evaluation The McSherry Group Commission No. 02316 VIA: E-mailed on 11-18-02. Dear Mr. Marshalf: P.02 TME Mcl !RRY GROUP, INC. STRUCTURAI_ ENf31NEEPoN6 SERVICES Navember 18, 2002 This repoR contain5 the resuits of our limited structural engineering evaluation of the aforementioned project The evaluation was pertormed according to our consulting agreement dated Navember 11. 2002 The resul4s contained within this report have already been given to you verbally OBSERVATIpN$ ANO RECOMMENDATIONS: The initiaf site visit occurred on November 13, 2002 at approximately 8:00 AM to 9 30 PM. Infqrmation defined within this report was either detertnined by myseli or presented to me by you. The following observations were made at that site visit. 1 Present at site was youre,elf, Doug Fel! Seth Spychala of MGI, and your excavation conMactor Mark. 2. The weather was clear and approximately 25 degrees F. 3. The strueture being evaluated is an existmg home with a new addition under cortstruction. 4 The existing house is a single story house with a walkout basement. 5. For pUrposes of this report, the front of the house face5 the rwrth, which is Lone Oak Lane. The new addition is on the 4ack of the house (south side). The existing walkout basement of the house is facing the south. 8. The new addition is a Mro story with a slab on grade abuttlng the south side of the existing house. 7 You currendy reside at the residence. 8. There are neighbors to the east and west of the reaidence and the backyard runs down to a wetland. 9. No existing building drawings, speciFication or any ather documents were available for our review for this evaluation. Drawings prepared hy Design Solutions sheets A-1 arxt A-2, drawn by Susan Braun dated 10-19-2002, for the new addition were made availa6le to MGt for review for this evaluatian. 10. Tne excavadon for the new aqdition was complete. The footings and CMU foundation walls have been placed arM constructed. The CMU foundation walls along the south side of the new addition are eccenuic to the new foottngs. This concem was brcwght to your attention even thouph it is out of ffie acopa of services for this contract You had stated that you had diacussed this wlth othens and are in agreement lhat it is acceptabFe. WRh the CMU foundaGon wall being ecceniric, the effective footlng width has 6een reduced eonsfdere6ly. This eondltion can incraase the potential for signlTlcant overall settlement, differential settlement, and or soil failure. The determinatlon of the footing capacitiea is outside the scope of service for thls sgreement, 11. The existing hpuse basement wdlls consist of concrete masonry units (CMU) an strip footings. 12 CuRently there are punched openings +n the CMU basement wall for a strip of windows and a man door along the east side ot the basement wa11. The intent fvr the wall between the existing house and the new addition on the lower level is that an exisGng vuindow opening will be replaoed with a door opening, not effectively changing the original ioad path. The remainder of the blxk wall wil[ remain. 13. The existing soil along the south basement wall has been removed for the excavation vf the new addition. observing the existing soil stains and waterproofing on the souttt basement wall it is apparent that the existing Soils were high on the west side sloping down towards the easG The excavation reveled that the existing strip footing along the south basement wall steps down at the mandoor approximatefy 6 feet for the corner of the house on the east side. CONTINUED QN NEXT PAGE.._, 4^a23 $elby Avenue St. PW. MinneBWa 55104, USA Phone (85t) 731-0308OFax (851) 737-0427 uTdl Free: (900) 321S718uWebsite: YAVw Ineshemlgrwpinc c«nuE-matl' m0@frle6hen1group"vic.cem DeC-04-02 02:07P The McSherry Group,Inc. 1 P.03 MARSHALL RESIOENCE LIMITEL .,TRUCTURAL ENGINEERING EVALUATi, ,4 FOR CHRIS MARSHALL McSherry Group Commission N0. 02316 November 18, 2002 OBSERVATIONS AND RECDMMENOATIONS CONTfNUED: 14, Due to the required frost cover for the new addition footings and the relative elevation difference between the new addition footings and the exis6ng house strip footing along the south wall, the top of the new addition foundatiort wall is approximately at the same elevation as the existing south wali strip footing. It is MGI's recommendation to pravide proper frost cover for the exisdng south waii strip footfng near the west side oi the neW addition by placing soil back to the originAl elevafion where It wag prior to the excavation of the new additlon. Fhis witl require that the new addition CMU foundation wail along the west side be extended up and out to the south approximstsly 4 feet fn both directiorts. This small ex6ensinn of the wall w111 have to be designed to retain the soil at this Iceation. This will allow the wood waFl framing of the new addltion remain above grade. See attached sketch for addiGpnal information. The close proxtmity af the existing mandoor to the east side o( the new addition foundatlon wall prohibita any soil being retained in order to provide proper frost cover. Since the exlsting sMp footing along the south basement wall has afready been undermined (It is now epanning approximately 3 faet, bearing on undisturbed Soli and the new addition foundation Mrall) MGI fs recommending that it be underpittned with a peitch fopdng. This can be accomplfshed by hand digging the rest of the soil out from under the exlsting strip tpoting, as deep as the footfng is wide and from the new foundation wail to where the exlsUng strip footing steps down at the existing mandow. Boih faces of the trench footing can be fortned with a sheet of plywood, the new addition foundatFon wall and the exlsting step of the atNp footing can fortn the sldes. See attached sketch for additional Fnformatian. The euisting sauth hasement wa11 strip foofing between the Mro CMU foundaHan walls ot the new addition la currently being aupported by undisturbecf soil. However the soil hae been cut vertieally away from the strip footing leaying it vuinarahle ta cotlapse. Cautfon should be exerclsed as not to disturbed any of the soii below the strip footing and undermina 8. Any soll that sloughs away should be repiaced by carefully Compacting it back under the Strip fooqng. If thare is a delay kn Inclosfng the new additlon the sttip footieg shouW be protected from the frost, molsture, and the possibilfty of someone faiting in. Once the addi6on Is enelosed the footing will be an Interior strip footfng and the heat 1088 from the house should koep the footlng from heaving. 15. The spread farting for the proposed cotumn of the new addition had also been cast, This spread footing runs under the existing south basement watt strip fvoting. My gap between the top of the new spread footing and the bottom of the existing strip footing shall be filled with Compected soll or Iean concrete. It was observed and brought to your attention that it appears that the proposed wlumn and column load on the new apread footlng wili be sccentria The design of thls spread tooting, column, and any loads to them are not included in these scope of services. MIGI inTormed you during a phone conversatlon that items should 6e deslgned and reviewed by a Structurel Engineer. 16. During the site vesit there were no gutters or downspouts present on the house_ We recommend that gutEars and downspouts be iostalted to keep moisture away from the foundatian of the house and addition. We recommend that the disfance of the end of the tlownspout diaCharpe bs a minimum of one haff the depth of the basement and should idealfy be at least as far avray from the house as the basement is deep to reduce the potentiat of downspout water running back towards the foundation wa11. Care should be takan not W incroase any moisture or runoff towards any ather huitdings or structpres. Conclusion contlnued on next page,,,. 0ec-04-02 02=07P The McSherry Group,Inc_ 1 P_04 MARSHALL RESIDENCE LIMITEL ?TRUCTURAL ENGINEERING EVAIUAT,_A FpR CHRIS MARSHALL McSherry Group Commissian Nfl, 02316 November 18, 2002 CONCLUSIONS: ff the recommendations given within this report are followed, ihe structure shauld perform adequateiy anC be within the overall intent of the builtling code. Generel and preventapve mamtenance and observaHOns should be made to the house by the homeowner to assure that conditions do not deteriorate Co a Serious level. This eoncludes this port'ton of our limited structural engineering evaluation for this project Our findings were based upon the information cpntained within this report. Notify MGI immediateiy in writing if any items contained within this report are not consistent with actual conditions or information. Fire ratings, means of egress, qpA requirements, new cladding design/attachments or any other items not specifically addressed withfn this report is excluded from this report. Report notes, phaographs, sketches, etc. that were used in the preparation of this report will pe kept on record in our tiies. We hope that this evaluation has met your needs. Please iet us know if you heve any (urther questions regarding this evaluation or if you need any future structural engineering assistance. It has been a pleasure to assist yau with your project Sincerely; The McSherry Group, Ina Douglas L. Fell, P,E. Director, Structural Engineering Services CED cc: Project File Evaluation Report File CertiTication is for pages 13 of this repoR dated 11-18-02 only. and sketches S-9 and 6-2 dated 11 .ia-o;) I hereby Certify that this plan, specification, or report was prepared by me or under my direct supervision and that 1 am a duly Licensetl Professional Engineer urWer the iaws of tlte state of Minnesota. Signatu Typed or ' d N is: Douglas L Fell Date: 11-10-02 -- Reg. No..?? 3 END OF REPORT __._..______ DeC-04-02 02:07P The McSherry Group,Inc_ 1 PROPOSED GRADE ? - z ni I IXISTING WES7l ' I B1lSEMEMT WALL I I I I 2 ?n I I I h I ? ? r 3 ? --- ?z?3? - - - IXISTFNG SOUTH ° Z Z 0 7 WALL 57RIP FfG. Z-pi= x a??- q z °Zw pv 3« EXIST. NEW qp0'N. 8* CIAl1 FOUNOA710N WALL 6Y OTHERS ND7E5: 7- SEE REPORT DAtED 11-18-02 FOR ApORlDNAL INFORMATION. 2. NEW DEFORMED REBqR GRAOE 60 kai. 3. GROU7 SHALL BE i'G+2400 psi MIN. 4. CONNECTlON OF PROPOSED FRqMING WALL 70 REfNNING WALL BY OTHERS. 5. AL1.OW (7) DAY'S AFTER CONSTRUCTION OF WALL PRIOR TO BpCKFILL.ING 6. Sl/IB 70 BE tN P(ACE PRIOR TO BACKFlWNG OR BRACE WALLS. [11? PROPOSED WESI P.05 5 I UE OF NEIN A D D I T I C) N No scnLe lw? ,w OOMPAMM w w? w.e ? w ? m ? Ham,R,?.r..??m FROJI3131%. MARS1-IALL REBIDENCE L.M7ED Si'RUC7IJRAL EVAL.l1AATIdN S 1 cownsm Nw- 0=16 wrre tiP18l2002 ar: c._F t± O F 2 RETAlNING PROPOSED WALL FRMG. BY OTHERS CONT. BOND 9EAM REINFORCEp W3TN (2) #5 BARS CONT. CAlU REfAINIhFG WALL GROl7T SOL1D RflkFORCEO WRH 05 A 16- O.C. ? o J W li -NEW ApDN. SLAB BY OTHERS E%I5T. NEW ADD'N. 80ND BEAM BY OTHERS EXlST. NEYV ADD'N. STRlP FOOTING sY OTHERS WALL Dec--04-02 02=07P The McSherry Group,Inc. 1 P.06 EXISTING MMIDOOR ? ?I ? PROPOSEO 1''RENCN f'qOTING - - - 11! - MIN. WIDTH=WIOTti OF ElaST. ? - - ! 0 WALL STRIP FOOTING ? ? ANO # OTfOM CENTER, i FXISTING STEPPEO FOOTING EXISTING z NEW AtlpITION - m I f -/ - ?-' - -, BDND BEAM > 1 BY OTHERS I ? i? ? d' . . ,f EXIS7ING NEW ApDITION CMU '' . ? r f FOl1NCJATiON WAL! ^^ , ` BY qTHfRS rr= EXISTING t n ?,4:';!r EXlSr. FTG. NEW ADOi7i0N • I?i:r` - 5TI2tP FOOTING PROPpSED BY O7HER5 TRENCH FFG_ „_ . FIELb BEND WURPIN REINF_ $2 a J? ? I i I ?(BTYP#HAIRPINS ? ? ICAL) f ? NOTES: ? 1. SEE REPORT DATEp 11-18-02 FOR ApDITIOWIL INFp, 2. NEW REBAR GRAOE 60 kai_ 3. CONCRE?E MIN. COMPRESSIYE SIRENGTH f'c=3000 pai MIN. 4_ SOIL MAY BE USED p5 Fp1iM AS LONG AS IT IS UNDISiURBm. 5. MINfML1M CL£Nt COVER TO REINFORCING IS 3", 1 PROPOSED TRENCH FOQTING 52 EAST SIDE OF NEW ADDITION No S?? ???????????ww- ?A?a r.erry PRO=T' tMAR$HALL FW-8DENCE LJWrrED sTFKJCTURAL ,,ION S2 aa..oe?a+ w: or?18 ?m. d?Ye tViB/2002 aw ?_? r- QF 2 .1? ? CITY OF EAGAN 3830 Pilot Knob Road Eagan, Minnesota 55123 (612) 681-4675 PERMIT PERMIT TYPE: Permit Number: Date Issued: C K.31 ? z.5 BUILDING 924463 08/30/94 SITE ADDRESS: 1449 LONE OAK LANE LOT: 105 BLOCK: ZEHNDER ACRES P.I.N.: 10-88890-105-00 DESCRIPTION: (R00FTNG) Building.Permit Type Building Wdr.k,Type ? - J' \ ? ? •_•? ? i ? L' ?\< "? tt i SF (MISC.} REPAIR ? n REMARKS: FEE SUMMARY: Base Fee Surcharge 7ote1 Fee \. ? / i r° VALUATION $72.00 $2.50 $74.50 CONTRACTOR: - OVERHEAD CONS7 17259 N CREEK DR FARMINGTON MN (612) 463-4592 Applicant - ST. LIC 14634592 0004796 55024 $5,000 OWNER: MARSHALL 1449 EAGAN CHRIS LONE OAK LN MN I hereby acknowledge that I have read this application and stete that the infiormation is correct and agree to comply with all applicable State of Mn. Statutes and City of Eagan Ordinances. ? I APPLICANT/PERMITEESIGNATURE ISSUED n B'g I ra 1LV ? INSPECTION RECORD CITY OF EAGAN PERMIT TYPE 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55123 Date Issued: (612) 681-4675 SITEADDRESS: APPLICANT: Lo T: 1e5 aLocK: 1449 LONE OAK LANE OVERHEAD CONST ZEHNDER ACRES (612) 463-4592 PERMIT SUBTYPE: TYPE OF WORK: sF (MZSC.? DESCRTPTIQN BUILDINB 024463 08/30/94 REPAIR (ROOFING) INSPECTION FRAMING .. . ROUGH IN PLBG .. ROUGH IN HT6 FINAL F L , .. ? J . • > ?? 1 h44L5 CITY OF EAGAN 1994 BUILDING PERMIT APPLICATION 681-4675 ? , ? ?'(. 'D SINGLE & MULTI-FAMILY 2 sets of plans, 3 registered site surveys, 1 copy of energy calcs. COMMERCIAI 2 sets of architectural & structural plans, 1 set of specifications, 1 copy of energy calcs: Penalty applies: 1) when permit is typed, but not picked up by last working day of month in which request is made, 2) address is changed or 3) lot change is requested once permit is issued. Date Valuation of work ? ?•? Site Address: Zv? ::574-4 STREET SUITE d' Tenant Name: (commercial only) LOT i05 BLOCK Od SUBD. P.I.D. #10_5SB60-10,5''00 Descri tion of work: C? - ^ ? ?g The applicant is: ? Owner ,-?Contractor ? Other (Describe) Name Phone Property LpsT FIRST owner Address 4.0%ze ea-k 4_A?-e ? STREET STE # City 49129AC_k_ State 12L It- Zip Company 42''!-*17 Phone Contractor Address/_,:2-5_2/1Z-,,?-? D, License # 7d?, Exp-3-'_?'I? City State /'? Zip Company Phone Architect/ Engineer Name Registration # Address ' City State Zip Sewer & water licensed plumber Processing time for sewer & water permits is two days once area has been approved. I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: r OFFICE USE ONLY BUILDING PERMIT TYPE ? 01 Foundation ? 06 Duplex ? 11 Apt./Ladging ? 02 SF Dwg. ? 07 4-Plex O 12 Multi. Misc. ? 03 SF Addition ? 08 8-Plex ? 13 Garage/Accessory El 04 SF Porch ? 09 12-Plex ? 14 Fireplace m 05 SF Misc. ? 10 Multi. Add'1. ? 15 Deck WORK TYPE ? 31 New ? 32 Addition p md, %"i IkI 33 Alterations ? 35 Tenant finish ? 34 Repair ? 36 Move GENERAL INFORMATION Const. (Actual (Allowable; UBC Occupancy Zoning # of Stories Length Depth APPROVALS Planning Engineering REQUIRED INSPECTIONS ? -Site 11 Wallboard Basement sq. ft. lst F1. sq. ft. 2nd F1. sq. ft. Sq. Ft. total Footprint Sq. ft. On-site well On-site sewage Building Variance ? Footing ? Final % • ? .r y ?? ? 16 Basement Finish ? 17 Swim Pool ? 18 Comm./Ind. ? 19 Comm./Ind. Misc. ? 20 Public Facility ? 21 Miscellaneous ? 37 Demolish MWCC System City Water PRV Required Booster Pump Fire Sprinkler Census Code 1/3v SAC Code ? Census Bldg Census Unit , Assessments ? Framing ? Insulation ? Draintile ? Fireplace Permit Fee -)a.0b vattnc;a,: g? Surcharge ?..? , Plan Review License MWCC SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment P1. Road Unit Park Ded. Trails Ded. Copies Other Total : SAC % • 5AC Units . . r N. EAGAN TOWNSHIP 3795 Pilot Knob Road St. Paul, Minnesota 55111 Telephone 454-5242 PERPIIT FOR WATER SERVICE CONNECTION Date: Number• 329 /pS-? /?' ? Billing Name: /;d?f?-) 25e) Site Address: Owner• ? Plumber• U(/ ? 67 Building is a• ResidenceL Z Billing Fddress 4?L-?-y?? Meter Sised-.? •, Coauection Chg.270.00 pd. 9/,3/69 Acet. Dep6ait ?!): ,?00pct. 9/3/69 Meter Nola7?'?7 Permit Fee Meter Readin?i_ ?? a?o Meter Dep. Meter Sealed: Yes_ Add'1 Ghg. NO iTotal Chg. Inspected by Date Remarks: t3ultiple ho. Units Commercial Industrial Other By: Chief Inspector In consideration of Che issue and delivery to me of the above permit, I hereby agree to do tte proposed work in accordance with the rules and regulations of Eagan Township, Da[cota County, Minnesota. itJ, By: WMZEL PLBG. & RoAe VAT, ppL11, MINN. 5511 Please notify the above office when ready for inspection and connection. EAGljN TOtdNSHIP 3795 Pi1ot Knob Road St. Paul, Minnesota 55I11 Telephone 454-5242 PERMIT FOR SEWER SERVICE GONNECTION DATS: 12/29/72 (8/19/73) OWNER: Colin E. Anderson N[1MBER 1358 Ll%l Address 1449 Lone Oak'ftd? /G5 - e"4 PLUMBER Wen7g1 Plumbine & Heating TYPE OF PIPE Heavv Cast Iron DESCRIPTION OF BUILDING Industrial Commerciall Reaidential Multiple Dwelling No, of un£ts xx Location of Connections: Permit Fee? 10?.00,pd 12418 72 .50 pd 12 1 /72 Street Repairs Total Inspected by: Date Remarka• Connection Charge 260.00 pd 6/19/73 By Chief Inspector In consideration of the issue aud delivery to me of the above permit, I hereby agree to do the proposed work in accordance with the rules and regulationa of Eagan Township, Dakota CounCy, Minaesota BY Wenzel Plimbing & Heatin¢ Inc. Pleaae notify when ready for inspection aad connection and before any portioa oP the work is covered. /-7 Irc)\ ? ?d,.;... .4s4. _ i jm?,7 -7 LOT r NAME SIZE ,24 ?c zz BLOGK qOORE55 VALUE ADO'N. AREA TVPE? \????,\ soz 1?J5T m` •a.'r S? ?T¢a¢ ? Tv CauE . ? 'wi 11 nt S' ,a,pzo,.r 12" g.,-m 72. \ vxvs:, Gs7UG. Wa...L ip, -24 t-, y:,? ....? .J 3? cz H.S S l-•! ?-v e...i P?V y \--A i 7 ? n..?. ? i ..., ._. ?... 1 ;ZvF /'??? ? F-d 'J ?.'? ? ?? S?J?.,?+- ..?. ? i-1:?•? ?-:. r- ?-, Crarr We, the undersigned, are property owners o£ tihe lots adjacent to and borderin.g the property owned by Colin E. and Harriet R. Anderson. We herebp disclose our appmval without objection to the construction of a tWO car detached garage as proposad and to be located at the marked building site, 12 feet from driveway easement and 20 Peet fmm nearest property line. Garald Braun Date enneth Erickson Date ayne insor ' ??e ,? 0 , ?.? ? `?. ` ?Y/ 1?', z?, ? ? J N I ? ,, 8 <<<(aa, i % iENS 26,29&30 RERL ESTATE INQUIRY - NAME/ADDRESS/LEGAL ARCEL ID: 10 88800 102 Oq ? RI.AT NRME: ZEHNDER RCRES ? HOMESTERD CRRD ENTERED: 02 04 1992 FIRST DIVI5ION: LRST DIVISION: FEE CURRENT OWNER: DRLE M & SUZRNNE NRqTJES 1455 LONE QqK RD EAGAN MN 55121-1113 7RANSFER TO SCREEN NUMBER: PF8-SCROLL FORWRRD XINPN003 LEGAL: GT OF LOTS 9& 10.6-406.9 (-T-GF 9 & 10 BET FOLLOWING DE5 LINES COM 425 FT S OF NE COR LOT 9 TO PT ON N LINE LOT 10 29 FT E OF NW COR & COM AT SRME PT ON E LINE LOT 9 TO PT ON W I.INE LOT 10 177.5 FT B OF NW COR ? 10f- 01J 06 2oa.cl? SCREENS 26,29&34 REAL ESTATE INQUIRY - NHME/fiDDRESS/LEGAL XINPNd03 PRRCEL ID: 19 88800 105 00 pLqT NAME: ZEHNDER ACRES LEGRL: PT OF 9& LO 9-&?S BETWEEN THE FOLLOW- ING DES LINES COM 425 FT S OF NE COR LOT 9 TO PT ON N LINE LOT 9 190 FT W OF NE COR & COM 425 FT S OF NE HOMESTEAD CRRD ENTERED: OE 06 1992 COR LpT 9 TO PT ON N LINE L 10 29 FT E OF NW COR OF FIRST DIVISION: LRST DIVISION: FEE CURRENT OWNER: CHRISTOPHER & BRENDR MRRSHpLL 1449 LONE OAK RD 10 .? ?- ,?? ? .?,,?. ERGqN MN 55121-1113 TRRNSFER TD SCREEN NUMHER: PF8-SCROLL FORWRRD attk lqa . r eENS 26,29&30 REAL ESTATE INQUIRY - NqME/ADDRESS/LEGAL ,ARCEL ID: lU 88860 105 00 JI - ,,,-pLAT NRME: ZEHNDER ACRES 'L--- HOMESTEAD CARD ENTERED: 02 06 1992 FIRST DIVISION: LAST DIVISIONe FEE CURRENT OWNER: CHRISTOPHER & BRENDR MqRSHRLL 1449 LONE ORK RD ERGRN MN 55121-1113 TRANSFER TO SCREEN NUMBER: PF8-SCROLL FORWqRD : PT OF 9 & - 9-&-44- HE ING DES F NE L C C 1 Sr 29 XINPN003 EEN E FOLLOW- N 425 FT S 0 T TO PT ON N T 9 DM 5 9 0 OF N? ? 4??` ? ? ? SCREENS 26,29&30 REAL ESTRTE INQUIRY - NRME/RDDRESS/LEGRL XINPN003 PARCEL ID: 10 88B110 106 Op TRX EXEMPT FIRST DIVISION: LAST DIVISION: FEE CURRENT OWNER: STpTE OF MN - F TAX 1560 HWY 55 PLRT NAME: ZEHNDER ACRES LEGqL: LOTS 9& 10 EX,PT NW OF RDY EX PT S INE BEC, W. LINE LOT 1 4.2 FT N?OF SW COR E 30 FT ? PT ON E LINCOLOT iT0 .PT•.ON ETLINE? ' ?L LOT 9 425 FT S OF NE C¢i? & THERE TERM. E7( PT SE RD & NE .OF LINE BEO `E"ICINE LbT /Q 9 425 FT 5 OF NE R NW TO !J ? PT ON W LINE LOT O 177.5 FT S OF NW COR THERE TERM & EX GARCEL 14 88804-103-06 LO O FT W pF NE FT S OF NE PT ON N LINE L NW COR OF 10 HASTINGS MN 58033 TRANSFER TO SCREEN NUMBER: PF8-SCROLL FORWqRD X' i? ? io , f%? 29 --• I NW'L CORNER Of L0T 10 e L - I9p,p0 N??NRNER OF LOi 9 ? WLY LINE OF L? 10 OF ? ? 00o Q O 6?------ POiNi „8„ R' Aro0 6. POINT "C° / N U N " ? 0 ? 0 w c? ? f Z m O I r r O H 0 ?4 ?.......?.. ...... ??? ? '.' ' ' '.'.'. . . .'. .'.'.'. . . ?? p ... EOGE OF ? WETLAND ? !1 • ? . ...'.'." /'.'.'.' . "5N i ll 43°45'S9" \ n \ if1 N \ 90°00'S4" ? '. . 174.90 •= ------'-'-' . I N LINE PARAILEL TO SOUTH I ?* LINE OF LOTS 9& 10 v -1--TSOUTH IINE OF LOTS 9& IO 2000-205 426/.34 T.27, R.13, 5.04 20002050070WC OBP 0 c ? N Y < z ?? I ~ 11:1 a° Denotes ponding/utility easement Area = 7,771 Sq. Ft. X v v ? 0 ? n t U ? W J Q U N NOTES: EAStMENT SKETCH FOR.• THE C/7`Y QF EA G,4N PROPOSED PONDING/ iTii li ? EASEMENT DESCRIPTION An easement over, under ond ocross thot part of the following described property: 7hot port of Lots 9 ond 10 of ZEHNOER ACRES, eccording to the recorded plot thereof, Dokota County, Minnesota, described as follows: Commencing ot Point A which point is 425 feet southerly of the northeasterly corner of said Lot 9, thence from said point to Point B which point is northerly of ond 406.5 feet distant from Point A on o straight line which extended intersects with a point on the northerly line of Lot 9, lying 190 feet westerly of the northeosteriy corner u` said Lot 9; thence southwestery from said Point B in a curved line, which at oll points is northeriy of, and 406.5 feet distant from Point A, to Point C which point is northerly of ond 406.5 feet distant from Point A, the point of beginning on o straight line which extended from Point A through Point C intersects with a point on the northerly line of Lot 10, 29 feet easterly of the northwesterly corner of said Lot 10; thence from soid Point C in o straiqht line southerly to Point A, the point of beginning. Lying southeasterly of a line described as commencing at the intersection of the west line of soid Lot 10 ond a line 144.25 feet northerly ond parallei with the south line of said Lot 9 and 10; thence easterly olong said parollel line a distance of 174.90 feet to the point of beginning of the line to be described; thence deflecting to the left 90 degrees 00 minutes 54 seconds o distance of 125.67 feet; thence defiecting to the right 43 degrees 45 minutes 59 seconds a distonce of 196.30 ond said line there terminating, I.) This sketch does not purport to be a boundary survey. 2.) Coordinote basis: Dakoto County coordinate system 3.) Existing 9"VCP sanitory sewer ond wetlond shown hereon provided by Bonestroo, E Rosene, Anderlick and Associates. i We hereby certify thot this sketch, plon or report was prepared by me or under my instruction ond thok I am o duly Registered Lend Surveyor under the Iaws of the State of Minnesoto. Doted this 19th day of April, 2002 SUNDE LAND SURVEYING. LLC. BY ?? Scott J. oukup,Minn Reg. No. 17256 RYS. Sunde Land Surve,ying, LLC. 9001 East Bloomington Freeway (35W) • Suite I 18 Bloomington, Minnesota 55420-3435 BuSinessr Q59/RRI-9aS5 . rnv. ncn iooo ...,.. OFFICE USE ONLY , FoaV'hy G2 '01 Foundation ? 02 SF Dwelling ? 03 01 of _ plex ? 04 02-plex ? OS 03-plex ? 06 04-plex O 07 05-plex ? 13 16rplex ? 08 06-plex ? 16 Fireplace 0 09 07-plex ? 17 Garage ? 10 08-plex ? 18 Deck ? 11 10-plex ? 79 LowerLevel ? 12 12-plex Plbg_Y or_ N O 20 Pool ? 21 Poroh (3-sea.) ? 22 Porch/Addn.(4-sea.) 13 23 Porch(screened) ? 24 Storm Damage O 25 Miscelianeous ? 30 Accessory Bldg ? 31 Ext. Alt - Multl ? 33 Ext. Alt - SF ? 36 Multl ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair O 33 Alteration ? 37 Demolish (Bldg)' O 43 Reroof ? 46 Windows/Doors ? 34 Replacement `Demolitlon (Entire Bldg only) - Give PCA handout to appllcant Valuation ? ai 0 d O Occupancy MC/ES System Census Code Zoning City Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length Fire Sprinkiered Type of Const W idth REQUIRED INSPECTIONS _ Footings (new bldg) FinaUC.O. Footings (deck) FinaVNo C.O. -Z Footings (addition) plumbing ? Foundarion HVAC ? Drain Tile Odier Roof _ Ice & Water _ Final Pool Ftgs Air/Gas Tesu Final _ Framing Siding Stucw Stone _ Fireplace _ R.I. _ Air Test _ _ Final Windows (new/replacement) _ Insulation _ Retaining Wall Base Fee 1yl , a S Surcharge 5,00 Plan Review MClES SAC City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other Total Approved By )u' ke L' , euilding Inspector úî ÿþ þýý üûûú ùýý ÿÿíòèí ï äää þýö ýüûúùø÷ö õ üúùø ÷ ÷ö õ ôöõóøò ñü ü ðìüøù ïÿ ýîü òø ëò ò îü ò û ò êé ÿööøÿ þé é òÿ ý øêé é øé ê ûòè îü ûùö ÿéòùò ê íæðåæääêäêä õù ýü æêãêã çüðþê ôó öòñ øø óö øó ãüùó÷ ãì ó ë ôð ÿ ô àâßâ ûùöÿë øø é ò ÿ òøùöøøûý é ýü ùé ÿì ê øøõ òýÿü üùýÿü PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA175638 Date Issued:04/11/2022 Permit Category:ePermit Site Address: 1449 Lone Oak Lane Lot:000 Block: 000 Addition: Zehnder Acres PID:10-88800-00-105 Use: Description: Sub Type:Water Heater 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 - Christopher & Brenda Marshall 1449 Lone Oak Rd Saint Paul MN 55121--111 Tony's Appliance Inc. 2090 County Road 42 West Burnsville MN 55337 (952) 435-2442 Applicant/Permitee: Signature Issued By: Signature