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1300 Deerwood Dr(1111/97 478--523 ? REQUEST FOR ELECTRICAL INSPECTION / ?4 ? Minnesota State 8oard W Elec[riciry 1821 University Ave., Fim. 5-128, SL Paul, MN 55104 Phone (672) 642-0800 Home Duplex A t. Bldg. '`Jiher: ?. New Addn Commercial Industrial Farm Remod Re ir Air Cond. Hfg. Equip. Wofer Hh. Load Mgml. Other: Dryer Range Elec. Heat Temp. Service "X" abqve the work covered by fhis request. Enfer remorks ' fhis space and on the back oF fhe white copy only. Calculate Inspection Fee - This lnspeciion Request will not be accepted wilhout the correct fee: Other Fee # Service Entrance Size Fee N Circuitr/ieedere Fee Mobile Home Park Stall 0 to 200 Amps 0 to 700 Amps .Q Sheet Ltg./Troffic Sig. Above 200_Am s ve mps TfanSFofinef/GenerafOr INSPECTON'S USE ONLV m T?TA y $ign/Oudine lig. Xfmr. .? / lTj U Alarm/Remole Control ? Swimming Pool I here cerfi ihm I ins ci e eiecrcic ' on descri6 d here?n on ihe daies sNred Irrigafion 8oom Ro,M? ome $peciallns ecKon p Invesfigafive F. fmal Da? . THIS INSTALLATION MAV BE ORr)EREn OISCO NFC7EO IF NOT C ETED WITHI 7 MONTHS. /e) ozZaa oio 'S7 .. , UILLAGE OF EAGAIV 3795 Pilot Knob Road Eagan, Minnesota 55122 PE1P4IT NO.:_3S The Village of Eagan hereby grants to Bloomiagton A/C & Heating of 1212$ Riverwood Drive, Blrtisv311e a HFaTiPd(} Permit for: (Oumer) Dr. "rFBttlaiid at 1300 Deerwood Pleae , pursuant to application dated 3/73 Fee Paid: 20?00 dated this 28tY. day o£ M&F'oh Oso 19 ?3 _ Building Inspector - - -- Mechanical Permits: Bi3 Total: /o oz,zoo aiv s ( VILLAGE OF EAGAN 379$ Pilot Knob Road Eagan, Itinnesota 55122 PERMIT N0.• 3 3 o_ The Uillage of Eagan hereby grants to General Plumbine Co. Znc. of 7507 w. 27th 9t., Mp1e. 55426 a pLMIXG Permit for: (Owner) Dr, Wettland at _13(Xl Deerwood PlaCe , pursuant to application dated 2/20/73 Fee Paid: $20,00 dated this ;)n+.h day of rAh,.,,,,W , 19_23_. .5o e% Bui ding Inspector Pfechanical Permi.ts: did Total: AddteSS 1300 Deerwood Dr Zip 5512 s I.ot 2 Blk THESE ITEMS WERE / WERE NOT COMPLETE AT THE TIME OF THE FINAL INSPECITON. Date: 3„2-8- -D 3 Yes No Inspector: Final grade (6" from siding) Permanent steps (garage) Permanent steps (main entry) ,X Petmanent driveway )( Permanent gas ,x Sod/Seeded grass x TraiUcurb damage ,x I AN eo /9 z Porch Basement finish J? Deck Please verify with the builder the removal of roof test caps from the plumbing system and the shutoff of water supply W the outside lawn faucet before freeze potential exists. . Contact engineeting division at 681-4645 before working in right-of-way or installing undergcound sprinkler system. ? White - City Copy Yellow - Resident Copy Yink - Contractor Copy SUb Altobelli Addition ?` /? OFFICE USE ONLY This r oi 1 nihs hom lidation dale priNed in ? ?? ? / ? . Q 1 ??. t i' fi ^/"' '/•IllVYG.{/) /"?I r i rurl ?IIII?I?IIIIIIIIIIIIIIIIIII?IIIIIIIIIII?? / av ? * 0 4 7 8 5 2 3 4* ? PLEASE PRINT OR TYPE r D Requezf Da1e '? Roughin inspenion reqWredt Yes ? No Inspection Othar ihan RougMn: ? Ready Now Will Coll ? (You must call ?he inspacror n reody) Dme Ready: I, i<eosed <onhactor El owner hereby request inspection of fhe above elecfrical work of: Job Address (Shcet, Box, ar koNe No.) Ciy J?LU Zip Code 5ac1ion Na Township Name or No. Range No. fire No. C nry GfGL- O ???? `/` // ? C Phone No. Power SoppGer Addrass EI o1 onh r Compa ome Conhador License No. Mosrer Lic. Na (Plont Eixl. Oniy) /?j /? / ??/ / / ?? Moiifn Address (G `hacbr or r Per(ormin9lnstallafion) ? AuIharized SignaNre ?Conh Yor or Ovmer P orming ins allotion) .? .. Pho N. ` ?? _ _ G- W tl1U0UUlA-IIN(Yb `ST6IE80ARUCOPV-SEEINSTNIfCTON& DK-6ACKOFYELLOWCOPY CITY OF EAGAN Remarks // ??v 6/?Z /- f 1?y?n I? 6 6•.? r I rtt??.?i1 Ik Parcel 10 02200 050 51 5tate EAGAN hIN 55123 Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. STREET RESTOR. GRADING k SAN SEW TRUNK 1973 $1793.60 $89. 68 20 005593 . 2-16-78 SEWER LATERAL WATERMAIN ? WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILOING PER. SAC PARK I CITY OF EAGAN Remarks /, 7 `j Addition SeCtlOri 22 Lot Bik Parcel 10 02200 060 51 Owner ` • '° ` " ° "" Street State EAGAN MN 55123 . 1300 C.? G Improvement Date Amount Annual Years Payment Receipt Date STREET SUR F. STREET RESTOR. GRADING wommoo SAN 5EW TRUNK 1973 543.40 27. 17 20 ? ? 7-16-78 SEWERLATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWAIK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN Addition Section 22 ? i,r.provement I Date I Amount I Annual I Years I Payment I Receipt I Date STREET R GRADING WATER LATERAL SEW TRK SEW LAT SIDEWALK IN5PECTION RECORD CITY OF EAGAN PERIIAIT TYPE: 3830 Pilot Knob Road Permit Number: Eagan, Minnesota 55122-1897 Date Issued: (612) 681-4675 SITE ADDRESS: PERMIT SUBTYPE: ti I I I I ti a sv0 8.")yE>>i 0 Fa A1 2 /9 7 APPLICANT: E.46 i,00 TYPE OF WORK: k F P AY0 i,? .? r4 ? ? ? ?•?;a i P(I t?! RpOF) INSPECTION .. • DA , , , . Permit No. Pertnit Holder Date Telephone # ELECTRIC 85a ? ? ? °O PLUMBING HVAC InspecUon Date Insp. Comments FOOTI NGS FOUND FRAMING / ROOFINQ ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE 4 7 FIREPLACE AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL ! BSMT R.I. BSMT FINAL DECK FTG DECK FINAL EAGAN -TOWNSHIP o N. ? BUILDING PERMIT ( Owne: ---? ----- ?: -•--•--.? ---•-?l'.---------------------------------------•-- .?agan Township Addreas (Precen!) J3 Dg? -••-••-•-- ------------ ??`- .......... Town Iiall 2880 ? Huildes -•• . ... .. .................•-•-•-••-• -............ ................. p? 1 3 n?. z- ..... Address - .11 ...................................... ? .? ^?? r ? ..............................................- , .......... DESCRIPTION 5tories To Be Used For Fron! Depih Heigh! Es2. Cost Permi! Fe Remarks /3a, Sv .2$.c*-O r-Q 010 , I ? LZ'Cnb,? ?. This parmit does aot auihori:e the use of atreets, :oads, alleps or sidewalks nor does it give the ownsr or hia agent the righ3 to create ang sitUetion which is a nuisaace or which presen3s a hasard !o the health, tafelg, aonveniance and geaeral weifare Yo anpona in the community. THIS PERMIT MUST BE KEPT ON THE PREMgISEWHILE THE WORB I$ IN PROGRESS. This is !o certify. th? .Z:l. ??.^_'.:'.-•-?%:._.-•-...has permission !o erect a_-••?:?-_ ._.r.-.'4-.... ................... ?:..--•.....npoa !he above described premise subjed !0 the provisions of the Buildiag Ordinance for Eagan Township adopled April 11, 1955. ....................... ??..`.'?.`.t'.t.... .?:- -•-- ?•`-.` ----.... Per .....•-•-•.... ?..._...S.............................................................. Buildin. . ..... Inap ector CITY OF EAGAN WATER SERVICE PERMR 3830 Pilot Knob Road P. O. Box 21199 PERMIT NO.: Eagsa, MN 55121 DqTE: Zoninp: _ I No. of Units: J Ownsr: " :-eLCPeTs Add?e!r': Sih Address: _ Pfumbee C ??` Meftr No.: -?? Sy9 d S sn Epm"_ size: • ?? ? Reader No.:61AI 648 0f _ REULPV 1 Mm to aeopip wNh Iw Clhr oi Eppw ?? bdpx , Pertnit Fee: Surdwrge: otal: ??s: r tip j !?: e ter BY Darts Pald: CITY OF EAGAN SEVM SBRVICE PERMIT 3830 Pilot Knob Road P. O. Box 21199 PERMIT NO.: Eagan, MN 55121 D14TE: Zontnp: No. of Untts: ? Ownsr. /lddrcss: Stte Address: 5 :;£erwood '?rive L16 .^, C Plumber. ? • , j ` ,.r , ,, r , ?- . ??.. 1 yrw 10 n wolr whb tw CMp of Mwn Conntction CJ+oroa: ' . Odi - mam Aooount Deposit: Permit Fea: Surtiwrge: BY Misc. Chorpas: Dote of Insp.: Totd: Irnp.: Dat+ Vald: CITY OF EAGAN Remark4;9' ? -t?r°? t• en??h Ai?n d? 9042 73 Addition SeCtlOn 22 Lot AIk Parcel 10 02200 010 51 Owner Street ? ? ??'+'??,? ? ?' e State EAGAN 14IIV 55123 I It 2:2..-, - R) Improvement I Date I Amount I Annual I Years I Payment I Receipt I Date i STREET SURF. STREET RESTOR. GRADING AN SEW TRUNK SEWEA LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK S7ORM SEW LAT CUFi6 & GUTTER SIDEWALK SAC Iqgl ??:?r , tJr??-f ? 1 S LiPV?16PC'O ?f- a- !j L 1 RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD - 55122 651-681-4675 C) ( lew Constructian Reaulremenia RemadellRepair Reouiremants 3 regislered site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas • 2 copies of plan (20% maximum lot coverege allowed) . 1 set of Energy Calculatioris for heated additians 2 copies of plan showing beam 8 window s¢es; pau2d found design, etc.) . 1 site survey forexlenoraddNOns & decks 1 set of Energy CalcWations . Indicale it home served by seplic system for addNOns 3 copies of Tree Preservation Plan if lot plafted after 711193 Rim Joist Defail Options seledion sheet (bldgs with 3 or less uniLs) )ATE (Oldl 10 I VALUATION ?30rom -°-? IOB SITE ADDRESS 1300 Dperlm0odi D"i0t F MULTI-FAMILY BUILDING, HOW MANY UNITS? 'ROPERTY OWNER flocoe) c4hn1 bamr.a ej(.,,,locw 'YPE OF WORK ?.?vwl;.?;nn FIREPLACE(S) _0 _1 _2 _3 4PPLICANT ?o rLv1r9 Dr?n? ?'.l.jt06°Ij; (.pk +'f t V.]e?'l??uvc? PHONE # 9sa -'Id"? ^ I°l00 kDDRESS H50I Buvw9v?11t AtkU+auA ¢s?'Qcrws li,((,e V?A,z w_ZIPCODE 675$0(e 'AGER # ??ga - 97a 4 CELL PHONE # 1./2- 8so - 94,06 FAX # 950? - 707! 9907 NEW RESIDENTIAL BUILDING ONLY - FILL OUT COMPLETELY Energy Code Category MINNESOTA RULES 7670 CATEGORY (check one) - Residential Ventilation Category 1 Worksheet Sub - Energy Envelope Calculations Submitted 9 _ MINNESOTA RULES 7672 New Energy Code Worksheet Submitted Plumbing Contractor. _ Plumbing System Includes: Mechanicai Contractor. Mechanical System Includes Sewer/Water Conhactor: Phone # Phone # Fee: $90.00 Fee: $70.00 111 above information must be submitted prior to processing of application. hereby acknowledge that I have read this application, state that the inform 's rrect, and agree to comply with iII applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature oF Applicant i :ertificates of Survey Received _ Tree Preservation Plan Received _ Not Required _ Updated 1101 Water Softener Water Heater No. of Baths Phone I.awn 5prinkler No. of R.I. Baths Air Conditioning Heat Recovery Sys[em ?p H? cK+ PERMIT City of Eagan :. rermic Type: suiiaing 3830 PILOT KNOB RD PermitNumber: EA045892 EAGAN, MN 55122 Date Issued: 06/27/2001 (651) 681-4675 Site Address: 1300 Deerwood Dr Lot: 2 Block: 1 Addition: Altobelli PID: 10-11300-020-01 Use: Description: Sub Type: Single Family Work Type: Demolish Building Description: Census Code: 645 UBC Occupancy: Construcrion Type: Zoning: Square Feet: Remarks' Call for fmal inspection. (ld) Base Fee 69.00 9001.4085 Fee Summary: S[ate Surcharee 1.00 9001.2195 $70.00 Valualion: $2,000.00 Contractor: Owner: - Applicant - St. Lic.: Dianne Altobelli 1300 Deerwood Drive MN 55123 I hereby acknowledge that I have read this applicauon and state that the inFormation is correct and agree ro comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. ApplicanUPemutee: Signahue Issued By: Signature CITY OF EAGAN 393.0 PIYAT KNOB ROAD EAGAN, MN 55122 PHONE: (612) 454-5100 momm:;;mm -------°------- WORK DESCRIPTION NEW CONST _ ADD ON _ REPAIR REmooE, M 06 # 1y _? 49 OWPIER NAME: 0oc-t_0 TrVT03E1.U 1 SITE ADDRESS:_L2t7t> 176mi,j0pb -Djc. LOT:? BLOCK 5t SUBD. INSTALLER: ?iH/12 ? S I'GI?U1?1 cy?}ti. CA?Ji . GD. nnnRess: a3oo 77F22i-rarc„+U CITY: Si If1LJL ZIP: m'Aj PHONE #:_ 6V6 - FOR CITY USE ONLY PERMIT # RECEIPT # /O 4 DATE: ? FEES ADD-ON MINIMUM HVAC 0-100 M BTU ADDITIONAL 50 M BTU GAS OUTLETS - MINIMUM OF 1 PER PERMIT SIIBTOTAL: STATF. SURCHARGE: DWELLZNGS & $15.00 24.00 6.00 3.00 $ iS00 .50 TOTAL: iUbe ',713I ??t? aL 6z SI ATURE 0 PERMITTEE ??4v y"Y /a/a k ?E / ?lll? COlQS$?CTA?/?N?I?STR?A?." PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS, APF.-RTMEN': BUILDINGS, AND MULTI-FAMII.Y BUILDINCG WNEN SBPARATE PERMITS ARE NOT RRQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE: OWNER NAME: Simc AWnRccc•____ LOT: BLOCK _ SUBD. INSTALLER: ADDRESS:_ CITY: J FEES 19 OF CONTRACT FEE. STATE SURCHARGE _ $.SD FOR F?if:L1 91 nnn (1z' pFRMTT FF.$. PR.OCE)SED PIPING = $25.00 $25.00 MINIMUM FEE. CONTRACT PRICE x 18 STATE SURCHARGE ZIP: PHONE #: FOR:? CITY 0t EAGAN PLEASE COMPLETE IIPPER PORTION ONLY FOR SINGLE FAMILY TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH IINIT. ---------""f ---------------------------------°---------' TOTAL: $ (SIGNATURE) City of Eagan 3795 Pilot Knob Road Eagan, MN 55122 Date: lleceslUer 7, 1977 liakota County Abstract Co SPECIAL ASSESSML^'D1T SEARCH . 1950 IIighway #55 RE" 1300 Ueerwood Drive, Eagan Hastings, NRv SSOs""s Section 22, 10 02200 010 051 Enclosed herein is the searcH which you Yeque9ted made ori the above clascriHed property: ICiad of improvement Runs Beginning Original Amt. Balaaoe Due San Sew Trunk 20 1973 304,00 212.80 Sewer Lateral 20 1974 2854.70 2141.05 VYater Area 15 1977 497.80 431.44 Z further certify that according to the records of said office, the following i.mprovements are contemplated or pending after having been approved, and are now in the process of planning or crompletion. Tcind o€ Improvenent Approx. date of completion Approxiuaate cost none i'7AIVE32: Neither the City of Eagan nor its employees guarantees the accuracy of the above in£ormation which was requested by the person or persons indicated. Nor does the City o£ its employees assume any liability for the correctness thereof. In consideration for the supplying of the indicated infozmation in the above £orm, and for all othez consideration of any nature whatsoever, any claim against the City of its employees rising there from is hereby expsessly waived. Levied assessments to be paid to the County Auditor at Hastings, Mi.nnesota 55033. Very tru2y yours, SPECIAL ASSESSMEAIT DEPAR7SNENT n WidtV OF CogC7 • .. 3930 PILOT KN08 ROAO. P.O. BOX 27199' EAGAN, MINNESOTA 55121 PHONE: (612) 454-6100 DATE:December 18, 1985 SPECIaI. ASSESS`tEVT SE.4RCH UNIVF;RSAL TITLE INS CO I RE: Section 22 14500 BURNHAVEN DR #159 ? 10 02200 010 51 BURNSVILLE MN 55337 I BEA BIOMBUIST Mora THpMASE6aN JAMES a SMitH JFRRV Tt+pytp5 ' 7HEp00FE WnCHiER cc?. Nien,oe.. 7FICMA5 Mcp[,ES OfY AfmirvsrtOfd EUGENE VANOVEReENEun c? i Enclosed herein is the search which you requested made on the above described property, 1986 Kind oY Inorovement yPq.-. Beeinnina Qri2inal Amovnc Balance Due Street Surf 10 1982 3650.62 1825.32 1G6.00 I fi+rther certify that according to the records of said office, the following :r^:p-ove- ments are contemplated or pending after having been approved ahd are now in thp Yl_oces; of planning or completion. Kind of Imnrovement Anoroximate Date of Comoletion Avuroximate Cost None , WAIVER: , . . Neither the City of?Eagan nor its employees guarantees the accuracy of the above infor- mation which was requested by the nerson or persons indicated. Nor does the Citg or if employees assume any liahility for the correctness thereof. In consideration for the supplying of the indicated information in the above form and for all other considerati( of any nature whatsoever, any claia against the City or its employees rising therefrom is hereby expressly waived. Levied assessments to be paid to the CITY OF EAGa.`I, 3830 Pilot Knob Road, P. 0. Box 21199, Eagan, MN 55121. .Veiy_truly yours, k SPECTAL ASSESS?SENT DIVISION iHE LONE OAK iREE...THE SYMBOL OF STRENGTH AND GROWfH IN OUR COMMUNItt EAGP.N TOWNSHIP 3795 Pilot Knoh Rosd St, Paul, Minnesota 55111 Telephone 454-5242 PERMLT FOR WATER SL+RVICE CONNECTION Date: 12/13/72 Billing Name: Dr. Thonas E. Wetteland Owner• same Plumber: ?acota-Minn. Building is a: Residence x Multipie No, Commercia Z Inctustrial Other Number: 1077 /O 02zC50 ()ib -5-/ Site Address: 1300 Deerwood Drive Billing Address Meter Siz Connectioa Chg.300.00 d 12/4/72 ctt. Dep. 1.OD pd 12/!i/72 Meter No'?-7..5:?/a27 ermit Fee 10.00 pd 12/4/72 Meter Reading eter Dep. ?- Meter Sealed: Yes Ad 11 Chg. IQO Total Cfig. Inspected by Date Remarka: - - !; , ,-r ?pn Hy: Chief Inspector In consideration of the isaue and delivery to me o£ the above permit, I hereby agree to do tte proposed work in accordance with the rules aad regulations of Eagan Township, Dakota County, Minnesota. s By7 IIakot?Minn. Piease notify the above office when ready for inspection and comection. i°IINUTES aF ASSESSMENT COIO4ITTEE MEL'TIR'3 VILLAGE OF EAGAN, DAKfiTA COUNTY, MIN.C=TA September 12, 1973 The Asaessment Comittee of the Village of Eagan, Dakota County, Minnesota was held at the Village liall at 5:00 P.M, Those present were Chairman poaald Knight, Membera Jon 14arble, Arthur Rehn, Sames Smith and Joseph Harrison. Also preaent were Robert P.osene, Village Engineer end Pau1 Heuge, Village AtCorneq. T"ne Caummittee first reviewed the method of asseasment for Skovdale AddiCion No. 1, East of PiloC Knob Road un Deerwood Drive. It was noted that Che cost of services ware at $660.00 accoxding to the contract coasiderably higher than the standard rate for 1973. Upoa moCion bq Mzmber Rahn* secortded by Member Harrison, all members voting in favor, it was SKCOtffittIITHD to r'•'e Council that: (1) services for the asnera connectiag to the trunk be asseasc?d on the basis of Che normal service fee in existenco in the qeer of connectios; (2) fuxther that the abuttiag property not be assessed for laterais from trunks until the property owner connects to the sewez or water trunk; (3) further that :.:Tbomes:.-Wetalaad=pxoperty be sesessed for laterals on the basis oE the Weatezly 198 feet which is the compersble lot size oa Deerwood Drive coamncing snd it ie underetood that ia the future depending upon the denelopment of the Wettland property, that further lateral assessmeata may be levied; (4) it was further RECOMA7EhUID to defer actioa as to the method of asaeasmeats of the laterals on Lot 7, Skovdale Additioa until requesta are made for latezal services, - '' - motioa by ISember Smith, seconded by Membex Marble, aZl mamt•era voting yes, it was REUDNMIqDSU thaC average 140 foot per lot frontages be used in Harvep Addition No. 1 for the sever and water lateral assesements as were uaed previously to determiae street aesessmenta. -1- PERMIT# T ln J l-I' RECEIPT DATE: MIDENTLAL PLUM$IftH PEiiM1T A"I1Ci4TtOR CITYOF fl?46AN S$SO PILOT KPOB fiD EAHAA, MR 55122 e51-681-4675 Please compiete for: ? single family dwellings ? townhomes and condos when permits are required for each unit ? backflow preventer for irrigation system SITE ADDRESS: OW NER NAME: :„F-U G?Q ff(_fiD(g pI TELEPHONE #: (AREA CODE) INSTALLERNAME: ??Fo,,,nTELEPHONE#: I,)," lJ ?{D- (AREA CODE) STREET ADDRESS: Q yc Sy 9 CITY: l? UC/ f1/1.?CA ?(q6 Y STATE: VAwO, ZIP: S?s o,3,-f Place a check mark next to the permit work type New residential dwelling unit under construction and not owner/occupied $ 90.00 ? Add-on, modification or alteration to existinq dwelling unit, including: $ 50.00 • ab?f?donment of septic system • new installation/repair/rebuild of RPZ • lawn irrigation system • waterturnaround Nature of work: Septic System, new/refurbished - $ 225.00 • includes County & Consulting Inspector fees • requires MPC license State Surcharge U .50 JUL 2 7z " ll so Total Reminder. Be sure to schedule inspections of alterations, i.e. water;heaters_ , watersofteners, etc. ? _ I hereby acknowledge that I have read this application, state that the information is wrzect, and agree to complywith ail applicable Cilyof Eaganordinances. It is ihe applicant's responsibiliry to notify ihe property owner that the City of Eagan assumes no IiabiliTy tor any damages caused by the Ciry during its normal operetlonal and maintenanca activities to the facilitles consWCted under this permit within City property//r?ight-0f-wayleasement. ? ? -A /A " t _" - SIGNATURE OF PERMITTEE Updated 1/01 CONSULTING ENGINEERS ft?zq ULTEIG ENGINEERS, iNC. drPUTMIMPEM J. H. Dahlmeier Engineering, zno. 5201 EAST RIVER ROAD SUITE 308 MINNEAPOLIS, MN 55421 INSPECTION RECORD #1 Date of Inspection: Client: Project: Project Number: Inspected By: Craig Osweli, of Ulteig Engineers, Inc./ J. H. Dahlmeier Engineering, Inc., visited the site for a special inspection of the Polysteel insulated concrete form wall construction for the residence located at 1300 Deerwood Drive in Eagan, MN. Construction is to be done in accordance with design drawings created by J. H. Dahimeier Engineering, Inc. dated 8-22-01 and revised on 1- 08-02. The following specific items were noted: 1. At the time of the site visit, the basement level wall construction was complete. No upper level floor or wall framing was in place. The vertical and horizontal reinforcing was in place in accordance with the construction documents. The stoop area hooks had yet to be placed. The walis were being shored with Polysteel steel shoring posts. 2. The ICFLF floor hangers were in place at the bearing walis in accordance with the design drawings. 3. Joe Wohlford of Rocco Altobelli asked if the ICFLF anchors could be spaced further apart at the non-bearing walls. Oswell informed him that the spacing could be increased to 48" on center at detail S7 (non-bearing walls not supporting grade) and to 24" on center at detail S7A (non-nearina walls supoorting qrade). Oswell also stated that the floor bracing is to be installed in line with the ICFLF anchors. Wohlford stated that he would relay this information to the contractor. 4. The strip footing at the interior wall between "Rocco's area" and the basement was placed incorrectly. The contractor intends to pour an addition to the strip footing along side beneath the correct wall location. The contractor has installed #4 dowels at 24° on center and a horizontai #4 bar tied to these doweis in order to tie the footings together. The size and reinforcing of this footing correction is structurally adequate. April 25, 2002 Rocco Altobelli Residence under Construction 1300 Deervvood Drive, Eagan, MN 55121 02-6593 Craig Osweli n ? ?t,/ PHONE 763-571-2500 FAX 763-571-1168 lsqj .. D; 5. The exterior lintels were reinforced in accordance with the design documents. 'it E•. EQUAL OPPORTUNITY EMPLOYER 0 T lJ ? 0 L'J T p j Mav o 1 2ooz Altobelli Residence Site Inspection Report The contractor informed Oswell that the window openings at the rear near the patio and the first floor man door were a few inches wider than planned. In addition, the concrete columns 6etween the openings (8" by 3.25") are smaller than planned. As result, the lintel is spanning approximately 17 feet over all three openings with the two concrete columns between them. Oswell checked the calculations and determined that the lintel is adequate as constructed, using the columns as support points. However, the concrete columns are not adequate. The columns are to be widened to a minimum of 6" x 8", otherwise steel posts are required (as directed in note 4 on sheet S10). The steel tubes are to be a minimum of 3 x 3 x'/:' tubes or 3.5" diameter schedule 40 pipes. The steel columns are to be attached to the lintel bottom and the window sill in accordance with detail 510. The lintel between the house basement and the area marked "Rocco's Area" on the architectural drawings does not have enough concrete above the opening to use the concrete lintel design. The lintel is to be wood framed using either a(2) 2 x 12 SPF or (3) 2 x 10 SPF header. The header is to bear a minimum of 4" in a treated wood pockei at the concrete wall on each end. The bottom chord bearing floor trusses are to bear on top of this header. Joe Wohlford of Rocco Altobelli informed Oswell that at Rocco's area, a mechanical opening through the interior Polysteel wall would be required. The opening would be directly against the front exterior wall and would measure 48" wide by 12" high. This opening is acceptable. It is to be framed over with the same header described in item 7 above. At this location, the trusses may need to be face mounted with a truss hanger in order to achieve the desired opening size. 9. At the stairwell, behind the elevator, a wood beam is required to support the top of the stair frame. The contractor wishes to use a double 12" LVL. This beam size is structuraily adequate. The beam may be attached to the ledger on the elevator shaft and on the exterior wall, using Simpson face or top mount hangers sized for the header. 10. The brick ledge installation was in progress at the front of the residence. Installation was in accordance with the design documents. 11. The floor siab in the 6asement was not installed at the time of the site visit. 12. Oswell informed the contractor that the dowels at the stoop to the basement wall can be drilled in after the wall is poured or hooked up into the above grade wall depending on how the elevations lined up. The dowels are to be embedded a minimum of 12" into the concrete wall. 13. No other significant discrepancies were noted. cc: Joe Wohlford (Rocco Altobelli) City Inspections Department (Eagan) Municipal Notice of Well Permit Application Dakota County Environmental Management Department Water and Land Management Section 14955 Galaxie Avenue West Apple Valley, MN 55124 Tel (612) 891-7011 Fax (612) 891-7031 DATE: May 31, 2001 TO: Tom Colbert/Wayne Schwanz - EM Fax #: (651) 681-4694 FROM: Water and Land Management RE: Well Permit #: 01-H181010 Municipality: Eagan Well Type: Sealed Environmental Specialist: Luehrs The Water and Land Management Secrion of the Dakota County Environmental Management Deparhnent has received the following permit application for the well described. If you require further review of the application or if you have any questions or concerns about it, contact the Environmental Specialist listed above or our office at (612) 891-7011. If there is no response from your office within 24 HOURS (excluding weekends and holidays), we will assume that you have no objections to the issuance of the permit. Please note that permit issuance is always conditioned on the permit applicanYs observance of and compliance with all applicable state, county, and municipal laws and codes. Well Contractor: Sampson Brothers Well Co. Date application received: May 29, 2001 Anticipated Drilling Date: Time: Anticipated Grouting Date: Time: Property Owner: Rocco Altabelli Co Well Owner: Rocco Altabelli Co WELL LOCATION: PLS Coordinates: se 1/4, nw I/4, Street address: 1300 Deerwood Dr PIN Number: 1 0-1 1300-020-0 1 WELL INFORiYIATION: Diameter. 2 Casing depth: 249 Total depth: 249 Static Water Level: Aquifer: ne 1/4, sw 1/4, Sec 22, Town 027, Range 23 COMMENTS: PERIVIIT CITY`OF EAGAN 3830 Pilot Knob Road PERMIT TYPE: g u zLn s N G Eagan, Minnesota 55122-1897 Permit Number: 0 2 9 9 5 S (612) 681-4675 Date Issued: 05112197 SITE ADDRESS: 1308 DEERWOOD DR I.OT: ? BLOCK: ,jA/ 10-0220m-050-51 P.I.N,< A 14V bt I A DESCRIPTION: (POOL ft00F) Censu5 CaGle 14 uj 1 di n 6,,,Perm:it Type SF (MISG.) Building 40rk Type REPAIR 434 AI.7. RESIDENTIAL l' ??. j i! 1 l f L' P n Li ? REMARKS: FEE SUMMARY: VALUATION 8ase Fee Surcharge Total Fee $466.75 $19.00 $4$5.75 $38,000 CONTRACTOR: - apQlicanr. - sr. Lzc.OWNER: dIERTSEN CO 15461300 0001795 HLTOBELLI ROCCO 860 OECA7UR AVE N 1300 DEERWOOD DR ?OLDEN VALLEY MN 55427 EFlGFlN MN (612) 546-1300 (612)707-1900 ? . . ; .. ,,.,. - .. . . °? I hereby ecknauledge that I hav,e read,thi.? aIppli.cataon Ond state that thQ infarmation is correct arid agree to comply w:ith all applicable 5tate o'F Mn. ? SCatutas arrd C,?ty trf Ea4an qrdinancess., .' . , .? APPLICANTlPERMITEE SIGNATURE ISSUED B SIG ATUR ., ? . CLTY UF F.AGAN I:A.`iN.f.ER: S TERMINAL N0: 59 DA7E: 05/7.2/97 TIME: 15.14:59 If.+: NAMF: GIFRTSEN COMFANY 321.0 3001 1300 LIEFRI+IOOD U 46E,. r'.°i ?_i55 9001. 1300 DEkiKWO0Li Il 19•00 , e Ta+,al fieceipt Artiol1n+.: 485.75 CRnT.3623 USER ID: NANCY . ,1997 BUILDING PERMIT APPLICATION `RESIDENTIAL) CITY OF EAGAN ?I65 3830 PILOT KNOB RD - 55122 ? 681-4675 Zlew Construction Reauiremenfs RemodeVReoair Reauiromants ? 3 regiatered ake surveys ? 2 wpies W plan ? 2 copies W plans (indude beam & window saes; poured fiC. design; etcJ ? 2 sfta surveys (exterior atldifions & decke) ? 7 energy calculations ? 1 errergy calculations tor heated addicions ? 3 copies of tree preaervffibn plan tf lot platted aRer 7N/93 requiretl: _Yes _ No, DATE: Sf r19-7 CONSTRUCTION COST: 03oe= DESCRIPTION OF WORK: ss:qL STREETADDRESS: LOT _11 BLOCK SUBD./P.I.D. #: PROPERTY Phone #: '1O'7 OWNER Street Address: City: State: Zip: CoNTiu?C7oR Company: Q-,x Phone #: "5'46 '?3 c`5 Street Address: l6 . License #: 22 ° City: State: N"'J ARCHITECT! Company: Phone #: ENGINEER Registration 5treet City: State: Zip: Sewer & water licensed plumber (new construction onty): Penalty applies when address change and lot change are requested once pertnit is issued. I hereby acknowiedge that I have read this application and state that the information is cortect and agr o comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applicant: ? OFFICE USE ONLY Certificates of Survey Received _ Yes _ No Tree Preservation Plan Received - Yes _ No _ Not Required OFFICE USE ONLY BUILDING PERMIT TYPE ??• ?,,?? ? ;.?,?, 0 01 Foundation o 06 Duplex ? 11 Apt./Lodging o 16 Basement Finish ? 02 SF Dwelling o 07 4-plex o 12 Multi RepaidRem. 0 17 Swim Pooi 0 03 SF Addition o 08 8-plex n 13 Garage/Accessory o 20 Public Facility 0 04 ( SF Porch ? 09 12-plex n 14 Fireplace ? 21 Miscellaneous -05 ; SF Misc. ? 10 = plex a 15 Deck WORK TYPE 0 31 New o 33 Afterations o 36 Move n 32 Addition ?34 Repair o 37 Oemolition GENERAL INFORMATION Const. (Actuai) Basement sq. ft. MC/W5 System (Allowabie) 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 Census Bldg Census Unit APPROVALS Planning Building Engineering Variance PermR Fee ? Surcharge Plan Review License MCNUS SAC City SAC Water Conn. Water Meter Acct. Deposit S/W Permit S/W Surcharge Treatment PI. Road Unit Park Ded. Trails Ded. Other Copies Total: ? ..1?L O Valuation: $ 3g 40CDo % SAC SAC Units •C;i?;.'•1, Client: Rocko Altobeili Address: 1300 Deerwood Drive Eagan, N1N 55123 os/a7 Contact: Joe wohford-.Operations Mgr. 3? Estimator: Dennis C. Fisher Reference: Gary Sourdon Adjuster Company: Chubb Ina. Group Address: 21535 155th St. N W Elk River, MSi 55330 Estimate: ALTOBELLI,R 'TJe' are pleased to submit the Attached is our breakdown of ?0? ?d,??'Q' ?SO@?? ?0 BY ?l This total price will be held for a 36 not been reached with Giertsen Company Giertsen has the option to adjust the ; material and project scope. 1???•„yhl _ ' m ? ? ??"^?1L'tu? ?.?}e. . . •.r?5 'rz`?.???.L?.rd' ? ,, cn..'1.. IYRE('ARD Res. Ph: (612)454-8559 Bus. Ph: (612)707-1900 Bus. Ph: (612)850-9406 Bus. Ph: (612)546-6162 Ext: 229 Fax: (612)546-0623 Sus. Ph: (612)867 Fax: (612)263 EQGQ N period. If an agreement has do the work by that date, then e £or increases in labor, The price of this estimate is based on doing all the work listed. Changes in the scope will be handled by written "Change Order." The adjustment in price will be based not only on the change, but also on how that change will effect the other segments of the projects. PERMAJ4EfdY RECORD Thank you for this opportunity to be of service to you. DO PocT DES'Y'?;Qy , x?'" ! G• ??D-: ? ?/J? ? ? J G?' Ot5 / v ?LG`.G h G ?'1 EZ.Gi,?/'l ;c:,1 ? M1. ? . l? y 1 ? . A,•; .,, . _; i a/ .. . . _ . . .. ? ? xt T4 t?. . 9 ? ?•?M-? ! ..,' . ? `- ,si? . a' . tz s ,y . . ' ' t ? A ' . , , . , •:. • -?? r.'?T;-.. Rocko Altobelli Page:2 ? . .. . . . - . ?`.iG! . . Room: PDOl Houee Lx9Px8: 52'00 x 33?100 ?x 1216" Drain pool & close-by owner By Others 1 EA Remove & reset wrought iron stair assembly & framing 12 HR xemove & reset ductwork & attic furnace 1 EA Scaffolding/Rental & labor to set-up/cover carpet & upper 1 EA wall pool liner R& Reset electrical wiring & devicea 1 EA Tear off 1 layer shingles & felt 23.67 SQ Vacuum blown insulation & pull chutes 1,716 SF Tear down interior ceiling, roof deck & trusses 96 HR Shore up walls & structure/align walls 16 HR Tuck point & resecure block walls 1 EA Complete gabel roof truss system-24 sisaor & i gabel end 25 EA truss-34'span Crane rental w/operator to lift trusses onto walls 2 Ea Carpentur labor to install/set trusses 104 HR 1/2" cdx plywood roof deck installed 2,240 SF Truss ties-211x4"x601-Sea installed 201 BF Ice & Water Shield-up 31@ eve 3.33 SQ Shingle-Standard-2401b-3 Tab w/301b felt (brown to blend 23.67 SQ @ valley) Insulation - ceiling 10" batt w/VB 1,716 SF T& G 1"x6" cedar ceiling installed 1,716 SF T111 RS cedar paneling upper walls 1,062.5 SF 1"x4"RS cedar ceiling cove, 22 window & 2 patio door 518 SF caseings installed Finish ceiling & walls 3,841 SF P& finish 22w, 2pd & ceiling cove 172 SY Clean F1oor/carpet 1,716 SF Room: Fxterios 1^x10"RS cedar facia installed 1"x6"RS cedar soffit installed Continuous soffit ventalation Formula: EL:521910 104 SF 104 SF 104 LF S S S9 V RESIDENTIAL BUILDING PERMIT APPLICATION CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55122 651•681•4675 New Constructlon Reauiremenn • 7 regislered sile surveys snowirg sq. fl. ot lot, sa. R of hause; and all roofed areas (20% mazimum bl coverage alloweA) • 2 copies of plan showirg beam 8 window s¢es; poured found desgn, e(c.) • 1 set of Energy CalculaGons • 7 copies of Trea Preservalion Plan if bt plalted aRer 711193 • Rim Joist DeWY Optioiu selecfion sheet (bldgs with 3 or less unils) DATE 4-ICo-CS? RemodeVRaoair Reouirements • 2 copies of plan . 1 set af Energy CaicWatians for heated adGilians • 1 site survey for extedor additions 8 decks . Indicate if home served by septit system (or additions VALUATION L-I01R;e-ICD SITE ADDRESS BC`p QQAni, rnr$ MULTI-FAMILY BLDG _Y XN TYPE OF WORK Ti?r.,??r? Q Q0 FfREPLACE(S) _ Q? 1_ 2 APPLICANT F_ P STREET ADDRESS COV) W F0 CITY D2-Q4bQJdfATErn ZIP S5 5 TELEPHONE #'1C'3•3I5;-7S?ELL PHONE # PROPERTY OWNER FAX # -- ; `'=?? TELEPHONE#___ -------------------------------------------- --------------------------------- Ss P 1 9 2002_ COMPLETE THIS SECTION fOR NNEW" RESIDENTIAL BUILDINGSLONLY !?Y Energy Code Category _ MINNLSOT:1 I2liI.ES 7670 C:1"fEGORI' 1 MIV VES01' \ RL LES 7673 (d submission type) . Residential Ventilation Calegory 1 Worksheet Submitted • New Energy Code Worksheet Submi[ted • Energy Envelope Calwlations Submitted Plumbing Contractor: _ Plumbing systcm includes: Mechanical Conhactor: NIcch- anical svstem inclucles: Sewer/Water Coniractor: _ LViI[eI SOfIfIICI Water Heater _ No. of Baths Air Conditionitz; Hcat Recoven• SyStcm Phone # Fee: $90.00 Fee: 570.00 ------------------------°-----------.......--------------•---------°°--°-------------......-°------------...--------- I hereby acknowledge that I have read ihis application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Slgnature of Applicant ??1 ?QlO.!727?P/JnC?'ez ? OFFICE USE ONLY Phonc # Lawn Sprinkler No. of R.I. Baths Phone # CertiFicates of Survey Received _ Tree Preservation Plan Received _ Not Requfred _ Updared 4102 J% ? ? CONSULTING ENGINEERS ULTEIG ENGINEERS, iNC. J. H. Dahlmeier Engineerrrtg, tno. 5201 EAST RIVER ROAD SUITE 308 MINNEAPOLIS, MN 55421 INSPECTION RECORD #1 Date of Inspection: Client: Project: Project Number: Inspected By: April 25, 2002 Rocco Altobelli PHONE 763-571-2500 FA7( 763-577-1768 Residence under Construction 1300 Deerwood Drive, Eagan, MN 55121 02-6593 Craig Oswell ? Craig Oswell, of Ulteig Engineers, Inc./ J. H. Dahlmeier Engineering, Inc., visited the site for a special inspection of the Polysteel insulated concrete form waff construction for the residence located at 1300 Deerwood Drive in Eagan, MN. Construction is to be done in accordance with design drawings created by J. H. Dahimeier Engineering, inc. dated 8-22-01 and revised on 1- 08-02. The following specific items were noted: 1. At the time of the site visit, the basement level wall construction was complete. No upper level floor or wall framing was in place. The vertical and horizontal reinforcing was in place in accordance with the construction documents. The stoop area hooks had yet to be placed. The walls were being shored with Polysteel steel shoring posts. 2. The ICFLF floor hangers were in place at the bearing walls in accordance with the design drawings. 3. Joe Wohlford of Rocco Altobelii asked if the IGFLF anchors couid be spaced further apart at the non-bearing walls. Osweli informed him that the spacing could be increased to 48" on center at detail S7 (non-bearing walls not supporting grade) and to 24" on ce.^.!er at detail S7A (non-nearina walls supnortinq_ qrade). Oswell also stated that the floor bracing is to be installed in line with the ICFLF anchors. Wohlford stated that he would relay this information to the contractor. 4. The strip footing at the interior wall between "Rocco's area" and the basement was placed incorcectly. The contractor intends to pour an addition to the strip footing along side beneath the correct wall location. The contractor has installed #4 dowels at 24" on center and a horizontal #4 bar tied to these dowels in order to tie the footings together. The size and reinforcing of this footing correction is structuratty adequate. The exterior lintels were reinforced in accordance with the design documents. . ?, , ?..TMH EqUAL OPPORTUNIiY EMPLOYER ._ a.; . Ri MAY O i 2002 . PF Altobe.lli Residence Site Inspection Report 6. The contractor informed Oswell that the window openings at the rear near the patio and the first floor man door were a few inches wider than planned. In addition, the concrete columns between the openings (8" by 3.25") are smaller than planned. As result, the lintel is spanning approximately 17 feet over all three openings with the two concrete columns between them. Oswell checked the calculations and determined that the lintel is adequate as constructed, using the columns as support points. However, the concrete columns are not adequate. The columns are to be widened to a minimum of 6" x 8", otherwise steel posts are required (as directed in note 4 on sheet S10). The steel tubes are to be a minimum of 3 x 3 x'/<" tubes or 3.5" diameter schedule 40 pipes. The steel columns are to be attached to the lintel bottom and the window sill in accordance with detail S10. 7. The lintel between the house basement and the area marked "Rocco's Area° on the architectural drawings does not have enough concrete above the opening to use the concrete lintel design. The lintel is to be wood framed using either a(2) 2 x 12 SPF or (3) 2 x 10 S?F header. The header is to bear a minimum of 4" in a treated wood pocket at the concrete wall on each end. The bottom chord bearing fioor trusses are to bear on top of this header. 8. Joe Wohlford of Rocco Altobelli informed Oswell that at Rocco's area, a mechanical opening through the interior Polysteel wall would be required. The opening would be directly against the front exterior wall and would measure 48" wide by 12" high. This opening is acceptable. It is to be framed over with the same header described in item 7 above. At this location, the trusses may need to be face mounted with a truss hanger in order to achieve the desired opening size. 9. At ihe stainvell, behind the elevator, a wood beam is required to support the top of the stair frame. The contractor wishes to use a double 12" LVL. This beam size is structurally adequate. The beam may be attached to the ledger on the elevator shaft and on the exterior wall, using Simpson face or top mount hangers sized for the header. 10. The brick ledge installation was in progress at the front of the residence. Installation was in accordance with the design documents. 11. The floor slab in the basement was not installed at the time of the site visit. 12. Oswell informed the contractor that the dowels at the stoop to the basement wall can be drilled in after the wall is poured or hooked up into the above grade wall depending on how the elevations lined up. The dowels are to be embedded a minimum of 12" into the concrete wall. 13. No other significant discrepancies were noted cc: Joe Wohlford (Rocco Altobelli) City Inspections Department (Eagan) RESIDENTIAL ' BUILDING PERMIT APPLICATION CITY OF EAGAN s- 3830 PILOT KNOB RD - 55122 651-881-4675 NewCOnaWctlonReauiremems RamodeVReualrReaulremeMS • 3 registered site surveys showiV sq. ft of l04 sq. R. of Iause; and ,?II roofed areas • 2 copies of plan (20°k maximum lot coverage allowed) • 7 sel o( Fseyy Calculations for heated adtlitians J? • 2 copies of plan showing 6eam & window saes; pou2d kund design, etc.) • 1 site survey for ezlerior additiom 8 decks • 1 set of Energy Calculations • Iridicate if home served by sep6c system fw additions • 3 wpies of Tree Preservation Plan if lot plaped after 71V93 • Rim Joist Detsd Opfions seleclion sheet (Wdgs wilh 3 nr les6 unh) . DATE 5Id ?Q VALUATION # 261 oor-,.`5?- JOB SITE ADDRESS I30O ?aori nD Dr ?'e:?c= 's^rs'? IF MULTI-fAMfLY BUILDING, HOW MANY UN1TS? ~ PROPERTY OWNER-grr n o 1N°.,n.o rl 11 LJTYPE OF APPLICA REPLACE(5) _ 0 _ 1 _ 2 PHONE# ?? ?IM - 1e1p6 ADDRESS 14-?01 Rauin,<u?'?c. fl&Nk" (,>o& &rjsvU.e, l4hL%. ZIPCODE 5536(-, PAGER# /42-F80•-9.73e. CELLPHONE#?/-?-850-9?/O(o FAX# 9,-4_2 -Z'7--97d NEw RESIDENTIAL BUILDING ONLY - FILL OUT COMPLETELY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY 1 (check one) - Residendal Ventilation Category 1 Worksheet Su6mitted - Energy Envelope Calculations Submitted MINNESOTA RULES 7672 New Energy Code Worksheet Submitted Plumbing Conhactor. ?ya4_',V'6? 1?72wl Phone #: 0?? 'qvs- e16 9a Plumbing System Includes: _ Water Sofrener _ Lawn Sprinkler Fee: $90.00 Water Heater No. of R.I. Baths No. of Baths Mechanical Conhactor: Phone # Sas Mechanical System Includes: _ Air Conditioning Fee: $70.00 _ Heat Recovery System Sewer/Water CoMractor: e!r.b5ao/ 7?'Jr? fd?" . Phone # All above information must be submitted prior to processing of application. 1 hereby acknowledge that I have read this app{ication, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. si ? Certifcates of Survey Received _ ?. Pre ervation a ceived _ Not Required _ ? Mqv 0 R LU02 Uptlated2002 OFFICE USE ONLY ? 01 Foundation ? 07 05-plex ? 02 SF Dwelling ? 08 06-plex ? 03 01 of _ plex ? 09 07-plex ? 04 02-plex ? 10 08-plex ? 05 03-plex ? 17 10-plex ? OB 04-plex ? 12 12-plex y? 31 New ? 35 ?0 32 Addition O 36 ? 33 Alteratinn ? 37 ? 34 Replacement Valuation 2?40 V17 Census Code SAC Units C9? Nbr. of Units Nbr. of Bldgs I Type of Const ,?? ? ? Footings (new bldg) Footings(deck) Footings (addition) Foundation Drain Tile Roof Ice & Water Final Framing Fireplace _ K.I. _ Air Test _ Final Insulation Other _ Pool _ Ftgs _ AidGas Tests _ Final _ Siding Stucco Stone _ Windows (new/replacement) Approved Byzz, , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Water Supply & Storage S&W Permit & Surcharge Treatment Plant Plumbing Permit Mechanical Permit License Search Copies Other ? 13 16plex ? 16 Fireplace A17 Garege ? 18 Dedc ? 19 Lower Level Plbg_Y or _ N ? 20 Pool ? 21 Porch (3-sea.) ? 22 Porch/Addn. (4sea.) ? 23 Porch (screened) ? 24 Storm Damage ? 25 Miscellaneous ? 30 Accessory Bldg ? 31 Ext. Alt • Multi ? 33 Ext. Aft - SF ? 36 MuKi Int Improvement ? 38 Demolish (Interior) ? 44 Siding Move Bldg. ? 42 Demolish (FOUndation) ? 45 Fire Repair Demolish (Bldg)` ? 43 Reroof ? 46 Windows/Doors 'Demoiition (EnHre Bldg oniy) • Give PCA handout to applicant Occupancy (L-3 MC/ES System Zoning City Water Stories ? Booster Pump Sq. Ft. ? PRV Length ? Fire Sprinklered Width REQUIRED INSPECTIONS ? FinaUC.O. _ FinaVNo C.O. _ Plumbing HVAC Total 6, -1 ? . U 5 r 'ounty License & Service Centers Service Center, Apple Valley, MN q l`! ? 0,-4 Daytime Phone d from: Receipt No. 11388 owing documents hnve been received at the Western Service Center and are being farwarded to the Dakota County Property s Oftice at the Hastings Administration Center: :ntType ?Ovlou-'"'-?-QVP'Q- U-=-e-? escriptian c? I 1 T+cx-? or Torrens Reference: Certficate of Title # ?e $ Check # WSC Receipt # _ Needs approval by F,caminer of Titles, then transfer by document processing. $60.00 fee, Check # . _ Needs legai description verification 6y Gloria or Karen Service enter Rep. THE DOCUMENTS ARE NOT OFFlCIALLY RECORDED UNTIL THEY ARE RE IVED RECORDED BY THE DAKOTA COUNTY PROPERTY RECORDS OFFICE. `ta1_0 C)? ?-lC, :??RESIDENTIAL ?l BUILDINC PERMIT APPLICATION , • crrv oF EAcaN ,?y? 3830 PILOT KNOB RD • 55'132 651-681-4675 r? P 14 °1 12-`S -?i 0 .SZ7 ? New ComWetion RequiremaMS RamodellRepair Reauirements • 3 reg'slered site surveys slwxvg sq. R of IoC sq. R of haae; and NI moted areas • 2 copies of plan _ (20% m?cimmn lot coverage allowed) . 2 copies of plan shawing beam 6 window saes; poured found design, eh . 1 site survE ey kr exter?ior addittot iore ea?edd?io? (o? a?f .) . 1 set of Energy CalcudaUons • IrMicate if home served by saptlc sy5twn tor additions . 3 copies M Tree Preservation Plan d IM platted aRer 7fl193 • Run Jast Detad Optirns selec6on sheet (hldgs wilh 3 ar less un0s) 1 ' C ? DATE d I b I ?a. r VALUATION JOB SITE ADDRESS i2sJD IAA.?'? IF MULTI-FAMILY BUILDING, HOW MANY UNITS? PROPERTY OWNER Ln ?D r)'cr.mnt 0di-"(1 TYPE OF WORK AAWCaw5flYuAiyn (Fn" FIREPLACE(S) _ 0_ 1-LC2 APPLICANT d?,6LLn "Di,e ?'i "Aki??'b?` oh??-'orc1J? PHONE# G52-%1- IeIbC) ADDRESSLi-}3r?1 gurv?5?ib?e ?a+??wo?C?es?T? Bc?v?s.?'(1c N.t-?. ZIPCODE :5?5?0 (? PAGER # L,la-CoSO- Q,??(o CELL PHONE # ?ola-Asa -9?0? PAX #?-'z/?'7-990?7 ? rrEw RESIDENTIAL BUILDING ONLY - FILL OUT COMPLETELY Energy Code Category NIINNESOTA RiTLES 7670 CATEGO (check one) - Residential Ventilation Category 1 Worksheet rr"e 1 2.Z00Z ? - Energy Envelope Calculations Submitted ? ' _ MINNESOTA RULES 7672 - New Energy Code Worksheet Submitted Plumbing Conhactor to, ?Wn&VI17Mk Phone #: ?TSa "S«/S - Plumbing System Includes: _ Water Softener _ Lawn Sprinkler Fee: $90.00 _ Water Heater _ No. of RI. Baths _ No. of Baths Mechanical Contractor. M?$Y' 'mlyd Mechanical System Inciudes: _ Air Condirioning _ Heat Recovery System Sewer/Wcter Confractor. 1E3.£"a @* deontisl Phone # 9521 - 24/5- - yG qa Fee: $70.00 cAk Pho# (arJ1- c?olS?j es l- a - `4005 All above information must be submitted prior to processing of appliption. I hereby acknowledge that I have read ihis application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. SlgnatureofApplicant?' '? J ? (?Lf??.?r/1J Certificates of Survey Received 3L Tree PreservaGon Plan Received:. ? Not Required _ Updated 2002 ? OFFICE USE ONLY ? 01 Foundation ? 07 05-pleac 0 13 16-plex ? 20 Pool A 02 SF Dwelling ? OS 06-plex ? 16 Fireplace ? 21 Porch (&sea.) ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4sea.) ? 04 02-plex ? 70 OS-plex ? 18 Deck ? 23 Porch (screened) 0 05 03plex ? 11 10-plex ? 19 Lower Level ? 24 Stortn Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous ? 30 AccessoryBldg 0 31 Ext. Alt - Multi ? 33 Ext_ Att - SF ? 36 Multi x 31 New ? 35 Int Improvement ? 38 Demolish (IMerior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. 0 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Atteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement 'Demolition (Entire Bldg only) - Give PCA handout to applicant Valuation Occupancy 23 -4(1- MC/ES System Census Code f(7 / Zoning ? - City Water SAC Units _QL Stories Booster Pump Nbr. of Units Sq. Ft 0 0 PRV ? Nbr. of Bidgs ? Length Fire Sprinklered ? Type of Const 1r J? Width ? REQUIRED INSPECTIONS ? Footings (new bldg) ? FinaUC.O. ? Footings (deck) _ FinaUNo C.O. Footings (addition) _ Plumbing Foundation _ HVAC -? Drain Tile Roof -x Ice & Water ? Final Other ? Framing = Pool A ir/Gas Tests _ Final Fireplace ? R.I. 4Air Test -( Final Siding Stucco Stone Insulation Windows (new acement) Approved By T Z , Building Inspector Base Fee ?y,y Vl /?/ /` 7?? ?,S O Surcharge /1 ? ? ? ?J Plan Review 3 p J S 7 MC/ES SAC ciry sac 5-0 ?. S'- y (?? I v v Water Supply & Storage 5&W Permit 8 Surcharge Treatment Plant Piumbing Permit Mechanical Permit ? License Search Copies Other ? Total Cm 1 ? ?T( . ?5 ? ? CALC/PLUS HEAT LOSS/GAIN CALCULATION BY Elander Mechanical FOR INFORMATION OR TO PLACE AN ORDER CALL 952-445-4692 Software Copyright (C) 1987-1996 by Ed Horgan (H.V.A.C.) (610) 384-1923 DESIGN: WINTER, 85 DEGREES DIFFERENCE SiTMMER, 20 DEGREES DIFFERENCE JOB: ROCCO - RESIDENTIAL CALCULATION HTM HTM AREA BTU/HR BTU/HR DATE: 08- 16-2001 HEAT COOL OR # LOSS GAIN BASEMENT - AREA # 1 HEAT COOL VALUE LOSS GAIN WALLS, 2 TO 5 FEET BELOW GRADE, R19 INS 2.9 1.0 520 1498 520 FLOOR, 2 FEET OR MORE BELOW GRADE 2.0 0.0 582 1187 0 TOTAL BTU HEAT LOSS AND SENSIBLE HEAT GAIN CFM LOSS GAIN CFM (Z.? RECOMMENDED NIAX VELOCITY OF 600 FPM 37 2685 520 FOR FORCED AIR HEATING OR AIR CGNDITIONING: REQUIRES: 1 BRANCH DUCT -(5 IN ROUND) OR (5 IN OVAL) OR (3-1/4 X 8 WALL STACK) REQUIRES: 1#661 6 X 4 SIDEWALL REGISTER OR 1#411 2-1/4 X 10 FLOOR DIFFUSER OR REQUIRES: 1#16 6 IN ROUND CEILING DIFFUSER OR 1#24 6 X 6 INCH SQUARE DIFFUSER REQUIRES: 1#650 10 X 6 INCH RETURN AIR GRILL, OR ONE 3-1/4 X 14 IN-WALL RETURN BASEMENT - AREA # 2 HEAT COOL VALUE LOSS GAIN WALLS, 2 TO 5 FEET BELOW GRADE, R19 INS 2.9 1.0 210 605 210 FLOOR, 2 FEET OR MORE BELOW GRADE 2.0 0.0 225 459 0 6 WINDOWS DOUBLE GLASS 30 X 72 IN, NO SHAD 48.7 72.0 40 4385 6480 TOTAL BTU HEAT LOSS AND SENSIBLE HEAT GAIN CFM @ RECOMMENDED MAX VELOCITY OF 600 FPM FOR FORCED AIR FIEATING OR AIR REQUIRES: 2 BRANCH DUCT -(6 IN ROUND) OR (7 IN REQUIRES: 2#661 14 X 4 SIDEWALL REGISTER OR 2 REQUIRES: 2#16 8 IN ROUND CEILING DIFFUSER OR REQUIRES: 2#650 10 X 6 INCH RETUF2N AIR GRILL, CFM LOSS GAIN 227 5449 6690 CONDITIONING: OVAL) OR (3-1/4 X 10 WALL STACK #411 4 X 12 FLOOR DIFFUSER OR 2#24 6 X 6 INCH SQUARE DIFFUSER OR TWO 3-1/4 X 14 IN-WALL RETURN BASEMENT - AREA # 3 HEAT COOL VALUE LOSS GAIN WALLS, 2 TO 5 FEET BELOW GRADE, R19 INS 2.9 1.0, 120 346 120 FLOOR, 2 FEET OR MORE BELOW GRADE 2.0 0.0 234 477 0 2 WINDOWS DOUBLE GLASS 36 X 60 IN, NO SHAD 48.7 72.0 30 1462 2160 2 WINDOWS DOUBLE GLASS 24 X 60 IN, NO SIIAD 48.7 72.0 20 974 1440 1 WINDOW DOUBLE GLASS 20 X 60 IN, NO SHADE 48_7 72.0 8 406 600 TOTAL BTU HEAT LOSS AND SENSIBLE HEAT GAIN CFM @ RECOMMENDED MAX VELOCITY OF 600 FPM CFM LOSS GAIN 146 3665 4320 FOR FORCED AIR HEATING OR AIR CONDITIONING: REQUIRES: 2 BR7INCH DUCT -(6 IN ROUND) OR (6 IN OVAL) OR (3-1/4 X 8 WALL STACK) REQUIRES: 2#661 12 X 4 SIDEWALL REGISTER OR 24411 4 X 10 FLOOR DIFFUSER OR REQUIRES: 2#16 6 IN ROUND CEILING DIFFUSER OR 2#24 6 X 6 INCH SQUARE DIFFUSER REQUIRES: 1#650 10 X 6 INCH RETURN AIR GRILL, OR ONE 3-1/4 X 14 IN-WALL RETURN BASEMENT - AREA # 4 HEAT COOL VALUE WALLS, 2 TO S FEET BELOW GRADE, R19 INS 2.9 1.0 115 331 115 FLOOR, 2 FEET OR MORE BELOW GRADE 2.0 0.0 220 449 0 2 WINDOWS DOUBLE GLASS 24 X 60 IN, NO SIIAD 48.7 72.0 20 974 1440 3 WINDOWS DOUBLE GLASS 36 X 60 IN, NO SHAD 48.7 72.0 45 2192 3240 TOTAL BTU HEAT LOSS AND SENSIBLE HEAT GAIN CFM @ RECOMMENDED MAX VELOCITY OF 600 FPM CFM LOSS GAIN 163 3946 4795 FOR FORCED AIR HEATING OR AIR CONDITIONING: REQUIRES: 2 BRANCH DUCT -(6 IN ROUND) OR (6 IN OVAL) OR (3-1/4 X 8 WALL STACK) REQUIRES: 2#661 12 X 4 SIDEWALL REGISTER OR 24411 4 X 10 FLOOR DIFF'USER OR REQUIRES: 2#16 6 IN ROUND CEILING DIFFUSER OR 2#24 6 X 6 INCH SQUARE DIFFUSER REQUIRES: 2#650 10 X 6 INCH RETURN AIR GRILL, OR TWO 3-1/4 X 14 IN-WALL RETURN BASEMENT - AREA # 5 HEAT COOL VALUE LOSS GAIN WALLS, 2 TO 5 FEET BELOW GRADE, R19 INS 2.9 1.0 236 680 236 FLOOR, 2 FEET OR MORE BEL OW GRADE 2.0 0.0 640 1306 0 4 WINDOWS DOUBLE GLASS 36 X 72 IN, NO SIIAD 48.7 72.0 72 3508 5184 1 DOOR METAL POLYSTYRENE CORE NO STORM 36 39.5 13.0 21 829 273 4 WINDOWS DOUBLE GLASS 24 X 72 IN, NO SHAD 48.7 72.0 48 2339 3456 TOTAL BTU HEAT LOSS AND SENSIBLE HEAT GAIN CFM LOSS GAIN CFM @ RECOMMENDED MAX VELOCITY OF 600 FPM 311 8662 9149 FOR FORCED AIR HEATING OR AIR CONDITIONING: REQUIRES: 3 BRANCH DUCT -(7 IN ROUND) OR (3-1/4 X 12 WALL STACK) REQUIRES: 3#661 10 X 6 SIDEWALL REGISTER OR 3#411 6 X 10 FLOOR DIFFUSER OR REQUIRES: 3#16 8 IN ROUND CEILING DIFFUSER OR 3#24 8 X 8 INCH SQUARE DIFFUSER REQUIRES: 2#650 10 X 6 INCH RETURN AIR GRILL, OR TWO 3-1/4 X 14 IN-WALL RETTJRN BASEMENT - AREA # 6 HEAT COOL VALUE LOSS GAIN WALLS, 2 TO 5 FEET BELOW GRADE, R19 INS 2.9 1.0 200 576 200 FLOOR, 2 FEET OR MORE BELOW GRADE 2_0 0.0 300 612 0 TOTAL BTU HEAT LOSS AND SENSIBLE HEAT GAIN CFM LOSS GAIN CFM @ RECOhIMENDED MAX VELOCITY OF 600 FPM 16 1188 200 FOR FORCED AIR AEATING OR AIR CONDITIONING: REQUIRES: 1 BRANCH DUCT -(S IN ROUND) OR (5 IN OVAL) OR (3-1/4 X 8 WALL STACK) REQUIRES: 14661 6 X 4 SIDEWALL REGISTER OR 1#411 2-1/4 X 10 FLOOR DIFFUSER OR REQUIRES: 1#16 6 IN ROUND CEILING DIFFUSER OR 1#24 6X 6 INCH SQUARE DIFFUSER REQUIRES: 1#650 10 X 6 INCH RETURN AIR GRILL, OR ONE 3-1/4 X 14 IN-WALL RETURN BATH MASTER, NORTH & EAST HEAT COOL VALUE LOSS GAIN 1 WINDOW DOUBLE GLASS 60 X 60 IN, NO SHADE 48.7 23.0 25 1218 575 CEILING UNDER VENTILATED ATTIC, R38 INS 2.2 1.0 320 691 320 EXHAUST FAN, 45 CFM WITH .20 USAGE FACTOR 18.1 4.4 45 816 198 LATENT HEAT EXHAUST FAN ALLOWANCE 0.0 7.5 45 0 337 WALL 7 X 9 FT, FRAME OR VENEER, R19 INSUL 5.0 1.7 38 192 65 1 WINDOW DOUBLE GLASS 60 X 60 IN, NO SHADE 48.7 72.0 25 1218 1800 2 WINDOWS DOUBLE GLASS 36 X 72 IN, NO SHAD 48.7 72.0 36 1754 2592 1 WINDOW DOUBLE GLASS 24 X 60 IN, NO SHADE 48.7 72.0 10 487 720 WALL 21 X 9 FT, FRAME OR VENEER, R19 INSUL 5.0 1_7 118 595 201 INFILTRATION, LOSS 1.2 AC/HR GAIN .5 AC/HR 56.5 5.5 96 5423 528 LATENT HEAT INFILTRATION ALLOWANCE 0.0 6.5 96 0 620 ALLOWANCE FOR BATHROOM COMFORT 0.2 0.0 12394 2479 0 TOTAL BTU HEAT LOSS AND SENSIBLE HEAT GAIN CFM LOSS GAIN CFM @ RECOMMENDED MAX VELOCITY OF 600 FPM 237 14873 6999 FOR FORCED AIR HEATING OR AIR CONDITIONING: REQUIRES: 2 SR7INCH ?UCT -(7 IN ROUND) OR (3-1/4 X 12 WALL STACK) REQUIRES: 2#661 10 X 6 SIDEWALL REGISTER OR 2#411 6 X 10 FLOOR DIFFUSER OR REQUIRES: 2#16 8 IN ROUND CEILING DIFFUSER OR 2#24 8 X 8 INCH SQUARE DIFFUSER REQUIRES: 2#650 10 X 6 INCH RETURN AIR GRILL, OR TWO 3-1/4 X 14 IN-WALL RETTJRN MASTERCLOSET, EAST HEAT COOL VALUE LOSS 4 WINDOWS DOUBLE GLASS 18 X 18 IN, NO SHAD 48.7 72.0 9 438 648 CEILING UNDER VENTILATED ATTIC, R38 INS 2.2 1.0 102 220 102 FLOOR OVER CONDITIONING, NO LOSS/GAIN 0.0 0.0 102 0 0 WALL 14 X 9 FT, FRAME OR VENEER, R19 INSUL 5.0 1.7 117 590. 199` INFILTRATION, LOSS 1.2 AC/HR GA1N .5 AC/HR 187.0 19.6 ' 9 1683 176 LATENT HEAT INFILTRATION ALLOWANCE 0.0.. 23.0 9 0 207. TOTAL BTU HEAT LOSS AND SENSIBLE HEAT GAIN CFM LOSS GAIN CFM @ RECOMMENDED MAX VELOCITY OF 600 FPM 41 2931 1125 FOR FORCED AIR HEATING OR AIR CONDITIONING: REQUIRES: 1 BRANCH DUCT -(5 IN ROiJND) OR (5 IN OVAL) OR (3-1/4 X 8 WALL STACK) REQUIRES: 1#661 6 X 4 SIDEWALL REGISTER OR 1#411 2-1/4 X 10 FLOOR DIFFUSER OR REQUIRES: 1#16 6 IN ROUND CEILING DIFFUSER OR 1#24 6 X 6 INCH SQUARE DIFFUSER REQUIRES: 1#650 10 X 6 INCH RETURN AIR GRILL, OR ONE 3-1/4 X 14 IN-WALL RETURN MASTER SUITE, EAST & SOUTH HEAT COOL VALUE 3 WINDOWS DOUBLE GLASS 36 X 72 IN, NO SHAD 48.7 72.0 54 2631 3888 CEILING UNDER VENTILATED ATTIC, R38 INS 2.2 1.0 330 713 330 FLOOR OVER CONDITIONING, NO LOSS/GAIN 0.0 0.0 330 0 0 WALL 12 X 10 FT, FRAME OR VENEER, R19 INSU 5.0 1.7 66 333 112 2 WINDOWS DOUBLE GLASS 36 X 60 IN, NO SHAD 48.7 38.0 30 1462 1140 1 DOOR METAL POLYSTYRENE CORE NO STORM 36 39.5 13.0 21 829 273 WALL 20 X 10 FT, FRAME OR VENEER, R19 INSU 5.0 1.7 149 751 253 INFILTRATION, LOSS 1.2 AC/HR GAIN .5 AC/HR 58.8 5.9 105 6171 616 LATENT HEAT INFILTRATION ALLOWANCE 0.0 6.9 105 0 724 TOTAL BTU HEAT LOSS AND SENSIBLE HEAT GAIN CFM @ RECOMMENDED Md1X VELOCITY OF 600 FPM CFM LOSS GAIN 224 12890 6612 FOR FORCED AIR HEATING OR AIR CONDITIONING: REQUIRES: 2 BRANCH DUCT -(6 IN ROUND) OR (7 IN OVAL) OR (3-1/4 X 10 WALL STACK REQUIRES: 2#661 14 X 4 SIDEWALL REGISTER OR 2#411 4 X 12 FLOOR DIFFUSER OR REQUI•RES: 2#16 8 IN ROUND CEILING DIFFUSER OR 2#24 6 X 6 INCH SQUARE DIFFUSER REQUIRES: 2#650 10 X 6 INCH RETURN AIR GRILL, OR TWO 3-1/4 X 14 IN-WALL RETURN HALLWAY, WEST HEAT COOL VALUE LOSS GAIN 6 WINDOWS DOUBLE GLASS 36 X 72 IN, NO SHAD 48.7 72.0 108 5262 7776 2 WINDOWS DOUBLE GLASS 36 X 84 IN, NO SHAD 48.7 72.0 42 2046 3024 CEILING UNDER VENTILATE? ATTIC, R38 INS 2.2 1.0 234 505 234 FLOOR OVER CONDITIONING, NO LOSS/GAIN 0.0 0.0 234 0 0 WALL 42 X 9 FT, FRAME OR VENEER, R19 INSUL 5.0 1.7 228 1149 388 INFILTRATION, LOSS 1.2 AC/HR GAIN .5 AC/HR 26.2 2.6 150 3927 396 LATENT HEAT INFILTRATION ALLOWANCE 0.0 3.1 150 0 465 TOTAL BTU HEAT LOSS AND SENSIBLE HEAT GAIN CFM LOSS GAIN CFM @ RECOMMENDED MAX VELOCITY OF 600 FPM 401 12889 11818 FOR FORCED AIR HEATING OR AIR CONDITIONIN G: REQUZRES: 3 BRANCH DUCT -(7 IN ROUND) OR (3 -1/4 X 12 WALL STACK) REQUIRES: 3#661 10 X 6 SIDEWALL REGISTER OR 3#41 1 6 X 10 FLOOR DIFFUSER OR REQUIRES: 3#16 8 IN ROUND CEILING DIFFUSER OR 3# 24 8 X 8 INCH SQUARE DI FFUSER REQUIRES: 3#650 10 X 6 INCH RETURN AIR GRIL L, OR (3) 3-1/4 X 14 IN-WALL RETiJRSI LIVING ROOM, EAST & WEST HEAT COOL VALUE LOSS GAIN 5 WINDOWS DOUBLE GLASS 48 X 108 IN, NO SHA 48.7 72.0 180 8770 12960 S WINDOWS DOUBLE GLASS 24 X 24 IN, NO SHAD 48.7 72.0 20 974 1440 CEILING UNDER VENTILATED ATTIC, R38 INS 2.2 1.0 702. 1516 702 FLOOR OVER CONDITIONING, NO LOSS/GAIN 0.0 0.0 702 0 0 WALL 32 X 12 FT, FRAME OR VENEER, R19 INSU 5.0 1.7 184 927 313 2 WINDOWS DOUBLE GLASS 36 X 84 IN; NO SHAD 48.7 72.0 42 2046 3024 1 WINDOW DOUBLE GLASS 36 X 84 IN, NO SHADE 48.7 72.0 21 1023 1512 WALL 12 X 12 FT, FRI-1ME OR VENEER, R19 INSU 5.0 1.7 81 408 138 INFILTRATION, LOSS 1.2 AC/HR GAIN .5 AC/HR 60.1 5.9 263 15801 1540 LATENT HEAT INFILTRATION ALLOWANCE 0.0 6.9 263 0 1809 TOTAL BTU HEAT LOSS AND SENSIBLE HEAT GAIN CFM @ RECOMMENDED MAX VELOCITY OF 600 FPM CFM LOSS GAIN 735 31465 21629 FOR FORCED AIR HEATING OR AIR CONDITIONING: DUCT CALCULATION FOR THIS ROOM IS BEYOND THE SCOPE OF THIS PROGRAM DINING ROOM, EAST HEAT COOL VALUE LOSS GAIN 5 WINDOWS DOUBLE GLASS 48 X 108 IN, NO SHA 48.7 72.0 180 8770 12960 CEILING UNDER VENTILATED ATTIC, R38 INS 2.2 1.0 440 950 440 FLOOR OVER CONDITIONING, NO LOSS/GAIN 0.0 0_0 440 0 0 WALL 32 X 12 FT, FRAME OR VENEER, R19 INSU 5.0 1.7 204 1028 347 INFILTRATION, LOSS 1.2 AC/HR GAIN .5 AC/HR 55.1 5.4 180 9911 968 LATENT HEAT INFILTRATION ALLOWANCE 0.0 6.3 180 0 1137 TOTAL BTU HEAT LOSS AND SENSIBLE HEAT GAIN CFM LOSS GAIN CFM @ RECOMMENDED MAX VELOCITY OF 600 FPM 500 20659 14715 FOR FORCED AIR HEATING OR AIR CONDITIONING: REQUIRES: 4 BRANCH DUCT -(7 IN ROUND) OR (3-1/4 X 12 WALL STACK) REQUIRES: 4#661 10 X 8 SIDEWALL REGISTER OR 4#411 6 X 12 FLOOR DIFFUSER OR REQUIRES: 4#16 lOIN ROUND CEILING DIFFUSER OR 4#24 8 X 8 INCA SQUARE DIFFUSER REQUIRES: 4#650 10 X 6 INCH RETUR.N AIR GRILL, OR (4) 3-1/4 X 14 IN-WALL RETURN KITCHEN, WEST HEAT COOL VALUE LOSS GAIN 7 WINDOWS DOUBLE GLASS 24 X 60 IN, NO SHAD 48.7 72.0 70 3410 5040 CEILING UNDER VENTILATED ATTIC, R38 INS 2.2 1.0 208 449 208 FLOOR OVER CONDITIONING, NO LOSS/GAIN 0.0 0.0 208 0 0 EXHAUST FAN, 160 CFM WITH _25 USAGE FACTOR 22.7 5.5 160 3629 880 LATENT HEAT EXHAUST FAN ALLOWANCE 0.0 9_4 160 0 1496 WALL 24 X 12 FT, FRAME OR VENEER, R19 INSU 5.0 1.7 218 1099 371 INFILTRATION, LOSS 1.2 AC/HR GAIN .5 AC/HR 66.8 6.6 70 4675 462 LATENT HEAT INFILTRATION ALLOWANCE 0.0 7.8 70 0 543 ALLOWANCE FOR APPLIANCES AND MOTORS 0.0 2.0 600 0 1200 TOTAL BTU HEAT LOSS AN? SENSIBLE HEAT GAIN CFM LOSS GAIN CFM @ RECOMMENDED MAX VELOCITY OF 600 FPM 277 13262 8161 FOR FORCSD AIR HEATING OR AIR CONL'ITIONING: REQUIRES: 2 BKANCH DUCT -(7 IN ROUND) OR (3-1/4 X 12 WALL STACK) REQUIRES: 2#661 10 X 6 SIDEWALL REGISTER OR 2#411 6 X 10 FLOOR DIFFUSER OR REQUIRES: 2#16 8 IN ROUND CEILING DIFFUSER OR 2#24 8 X 8 INCH SQUARE DIFFUSER REQUIRES: 2#650 10 X 6 INCH RETURN AIR GRILL, OR TWO 3-1/4 X 14 IN-WALL RETUFZN PANTRY, WEST HEAT COOL VALUE LOSS GAIN 2 WINDOWS DOUBLE GLASS 36 X 36 IN, NO SHAD 48.7 72.0 18 877 1296 2 WINDOWS DOUBLE GLASS 24 X 24 IN, NO SHAD 48.7 72.0 8 390 576 CEILING UNDER VENTILATED ATTIC, R38 INS 2.2 1.0 108 233 108 FLOOR OVER CONDITIONING, NO LOSS/GAIN 0.0 0.0 108 0 0 PARTITION WALL 6 X 10 FT, FRAME R19 INS 3.8 1.1 60 230 66 WALL 10 X 12 FT, FRAME OR VENEER, R19 INSU 5.0 1.7 94 474 160 INFILTRATION, LOSS 1.2 AC/HR GAIN .5 AC/HR 93.5 9.3 26 2431 242 LATENT HEAT INFILTRATION ALLOWANCE 0_0 10.9 26 0 284 TOTAL S'I'i7 HEAT LOSS AND SENSIBLE HEAT GAIN CFM @ RECOMMENDED MAX VELOCITY OF 600 FPM CFM LOSS GAIN 83 4635 2448 FOR FORCED AIR HEATING OR AIR CONDITIONING: REQUIRES: 1 BRb1NCH DUCT -(6 IN ROUND) OR (6 ZN OVAL) OR (3-1/4 X 10 WALL STACK REQUIRES: 1#661 12 X 4 SIDEWALL REGISTER OR 1#411 4 X 10 FLOOR DIFFUSER OR REQUIRES: 1#16 6 IN ROUND CEILING DIFFUSER OR 1#24 6 X 6 INCH SQUARE DIFFUSER REQUIRES: 1#650 10 X 6 INCH RETURN AIR GRILL, OR ONE 3-1/4 X 14 IN-WALL RETURN OFFICE, NORTH & WEST & SOUTH & EAST HEAT COOL VALUE LOSS GAIN 2 WINDOWS DOUBLE GLASS 24 X 48 IN, NO SHAD 48.7 23.0 16 780 368 1 WINDOW DOUBLE GLASS 36 X 48 IN, NO SHADE 48.7 23.0 12 585 276 CEILING UNDER VENTILATED ATTIC, R38 INS 2.2 1.0 256 553 256 CONCRETE SLAB ON-GRADE, 2 IN INS 17.6 0.0 60 1058 0 WALL 12 X 10 FT, FRAME OR VENEER, R19 INSU 5.0 1.7 92 464 156 2 WINDOWS DOUBLE GLASS 30 X 48 IN, NO SHAD 48.7 72_0 20 974 1440 1 WINDOW DOUSLE GLASS 48 X 60 IN, NO SHADE 48.7 72.0 20 974 1440 WALL 18 X 10 FT, FRAME OR VENEER, R19 INSU 5.0 1.7 140 706 238 2 WINDOWS DOUBLE GLASS 30 X 60 IN, NO SHAD 48.7 38.0 25 1218 950 1 WINDOW DOUBLE GLASS 60 X 60 IN, NO SHADE 48.7 38.0 25 1218 950 WALL 18 X 10 FT, FRAME OR VENEER, R19 INSU 5.0 1.7 130 655 221 2 WINDOWS DOUBLE GLASS 24 X 48 IN, NO SHAD 48.7 72.0 16 780 1152 1 WINDOW DOUBLE GLASS 36 X 84 IN, NO SHADE 48.7 72.0 21 1023 1512 WALL 12 X 10 FT, FRAME OR VENEER, R19 INSU 5.0 1.7 83 418 141 INFILTRATION, LOSS 1.2 AC/HR GAIN .5 AC/HR 30.8 3.0 155 4768 462 LATENT HEAT INFILTRATI ON ALLOWANCE 0.0 3.5 155 0 543 TOTAL BTU HEAT LOSS AN D SENSIBLE HEAT GAIN CFM LOSS GAIN CFM @ RECOMMENDED MAX VELOCITY OF 600 FPM 325 16174 9562 FOR FORCED AIR HEATING OR AIR CONDITIONING: REQUIRES: 3 BRANCH DUCT -(7 IN ROUND) OR (3-1/4 X 12 WALL STACK) REQUIRES: 3#661 10 X 6 SIDEWALL REGISTER OR 3#411 6 X 10 FLOOR DIFFUSER OR REQUIRES: 3#16 8 IN ROUND CEILING DIFFUSER OR 3#24 8 X 8 INCH SQUARE DIFFUSER REQUIRES: 3#650 10 X 6 INCH RETURN AIR GRILL, OR .(3) 3-1/4 X 14 IN-WALL RETURN WHOLE BUILDING LO55 GAIN LATENT GAIN FROM ALL SOURCES 8165 TEM DESIGN: FOR FORCED AIR HEATING OR AIR CONDITIONING: IF CFM OF SELECTED AIR HAPIDLER IS GREATER THAN 800 INCREASE DUCT SIZE GFZAND TOTAL BTU HEAT LOSS AND SENSIBLE + LATENT HEAT GAIN CFM LOSS GAIN CFM AT RECOMMENDED MAXIMUM TRUNK VELOCITY OF 1000 FPM 0 155373 116908 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMITAPPLICATION PROPERTY LEGAL: I DATE OF SURVEY: ? LATEST REVISION: ? c W ? DOCUMENTSTANDARDS Y a O Z y Q '? ? • Registered Land Surveyor signature and company Vo ( 0 ? ? • Building Pertnit Applicant L V • egal description 0 ? • Address U]/? ? ? • North arrow and scale y7 ? • House type (rambler, walkout, splft w/o, split entry, tookout, etc.) d?o ? • Directional drainage arcows with slopeJgradient % Ea'?a ? • Proposedlexistlng sewer and water services 8 invert elevafion ? ? • Street name 0 ? • Driveway y/ ? ? • lot Square Footage p a ? • Lot Coverage 0 ? ? • Benchmark ELEVATIONS ? Existinq 0 ? • Sewer service (or Proposed) n ? • Propertycomers ? 4Y ? • Top of curb at the drnreway and property Nne eMensans ? ? • Elevations of any existing adjacent homes ? q' ? • Adequate faoting depth of sW ctures due to adjacent utility trenches 121/ ? ? • Waterways (pond, stream, etc.) Proposed k/ ? ? • Garage tbor q? ? ? • Firstfloor q/ ? ? • Lowest exposed elevation (walkouUwindow) ? d ? • Property comers v ? ? • Front and rear of home at the foundation do 0 V ? ? 63? ? ? L7? ? ? o do PONDING AREA (if aoolicable) • EasementGne • NWL • HWL • Pond # desgnation • Emergency Overtiow Elevation U ? ? • do o . G+"O ? . V ? ? . 0'-? / ? • ? G a • DIMENSIONS Lot lineslBearings & dimenslons Rightof-way and street width (ta badc of curb) Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) Show atl easements of record and any City uU7ities wi[hin fhose easements Setbacks of proposed strudure and sideyard setbadc of adjacent exfsting sWCtures Retaining watl requiremen Reviewed: 4 Department of Administration March 31, 2003 Dianne & Rocco Altobelli 1300 Deerwoad Dr. Eagan MN 55123 RE: Hydraulic Passenger - Elevator ID# -08656PT02-01 R Residenc4?bellir?nn. ?& Rocc 1300 Deerwood D Eaclan 55 Dear Sir/Madam: Minnesota Statutes Chapter 16B provides that the Department of Administration, Building Codes and Standards Division, Elevator Safety Section, inspect and approve elevators and manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your residence and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSI/ASME A17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. Sincerely, BUILDING CODES AND STANDARDS Bill J. Reinke State Elevator Inspector bjr/rkr (CE-2) c: Schoeppner, Dale R., BO, City of Eagan Access Lifts, Inc. ElFOrmCE2R Building Codes and Standazds Division, 408 Metro Squaze Building, 121 7th Place East, St. Paul, MN 55101-2181 Voice: 651.296.4639, Fax: 651297.1973; TTY: 1.800.6273529 and ask for 296.9929 612 445 7487 3-28-03;12'07PM;ELANDER MECHANICAL Sfteaddress: Z.320 490r, vF Lof- Blodc._ ;612 445 7487 Subd # 1/ t On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulatiori protection, air tightness, and ven6lation, was adopted. As a result, the City of Eagan is requiring that the following information be submitted prior to issuance of a Cert'rficate of Occupancy. ' This structure: is construded to meet minimum requ"uements of fhe Mn Energy Code, Chapter 7670 OR / ? This struclure: will he construeted fo meet more resVictive requirements of Chapters 7672 or 7674 P ayar+11) ? .rrarr APPLfANCE GAS ELEC UFAGTURER MODEL 67U'S VENTING TYPE -11!6 ?M e 82 Fumace C0, vG Dwr- 2. ? o„4 ?SS'itr,4?/(96v.?U BO aYl G EXIiAUST SYSTEAI LOCATION TYPE MODEL CFM's VENTED YES NO Kdchen Idtdien -/a n eathroom 1 -p Bathroom 2 Baffiraom 3 0 „ Z. y7 / ece Bathroom 4 ot,er ? B:,CK Z X. ?'j(?/,y?SM+ STyNT.- QZ ,.ftllO0D S*1i,yv-O FIREPIACE IOCATION GAS WOOD MIWUFACTURER MODEL BTU'S VENTING ouecT nrnfos m f . . . V- `?S 41f'ooe 1 ?, v MAKE.UP R MODEL TYPE CFM's zs ??, /?G o0 I hereby aGmowledge that the sbove informaUOn is cortect and agree to canpry wrth me Minnesota Energy Code and City of Eagan requiremenls. Signalure Date CompanyName ' This fotm is the respatsibility of the General Contrador. .ec 'Va, / &c?ti ?^ /%? , v,4jduw b?d 33b'3641 ' MAS.TER,-C.ARD: ? AND AS Permit No. Issued Issued To Coniractorl` ? Owner BUILDING // n 7 _ PLUMBWG 310 CESSPOOL - SEPTIC TANK WELL ELECTRICAL ? I kEATING GAS INSTALLWG . ? SANITARY SEWER j i OTHER I I OTHER Items Approved (Inifial) Date Remarks Distance From Well FGOTING 7 7 SEPTIC FOUNDATION r,_s 73 ?EESSPOOL FRAMWG ? •S- 73 ?' Ib? /? et O/?t> ?Y= ?? ° TILE FIELD FT. FINAL EI_ECTRICAL ? ? HEATING • v. DEPTH OF WELI GAS INSTALIATION SEPTIC TANK CESSPOOL DRAWFIELD ?A PWMBING -? WELL SANITARY SEWER .. ' /f o/ N)PIlLA.uD a fil J?l iN. ul/C_ f Violations Nated on Back COMMENTS: ?'•1, ' t' i ' .'? ?-.? ?? P? %. . ? _ ' 1A?.9 +:? n lF.. /%. . - 14loJP. i7r, Wz-7Tl Afild Mt50d?55rS" / % COMPLIANCE INSPECTION REPORTS TO BE USED ONLY IN EVENT OF OBSERVED VIOLATIONS PERMIT NO. CONDITIONS OF CONSTRUCTION AT THIS INSPECTION ? NO EVIDENCE OF NON-COMPLIANCE OBSERVED. ? ACCEPTABLE SUBSTITUTIONS OR DEVIATIONS. ? NON-COMPLIANCE. BUILDER WILL COMPLY WITHOUT DELAY. DATE OF INSPECTIQN AS 3-30 ? NON-COMPLIANCE. BUILDER DOES NOT WTEND TO COMPLY. ? COMPLETION OF CERTAIN IMPROVEMENT$ WILL BE DELAYED BY CONDITIONS BEYOND CONTROL. ? REINSPECTION REQUIRED REVEALED DATE OF REINSPECTION CE RTI FICATION - I certify that I have carefully inspected the above in which I have no interest present or Drospective, and that I have reported herein all significant conditions observed to be at variance with ordinances of the Town of Eagan, approved plans and specifications, and any specific require- ments for off-site improvements relating to the propeny inspected. ? ALL IMPROVEMENTS ACCEPTABLY COMPLETED BIJILDING INSPECTOR OATE za i4L7?OBELLI ADDITION Ho? ca?na the ,am< <e e. ,u.??a and o,at,ea o, ALiOBELLi MOIIiOH ond aa he.eDY aoma« ona dia.la« <o «e oue,.c ,o, oua,c u,e ,o.e.e, tne easemmte os ahown an Ims olat ror erofnaqe one vtifiry ourcola eny. al cann ol IM xer}proef ca e1 f/r Soufneesf nt Omrtn el .. ? •••• • q,dHer ef $ecibn 12. TernWo Y]. In witnefa wu<reol sai0 RoCCO F. NloDelli on0 Dionne N. Ntobelli. hm0an0 oM ?ile. hore Muonto aet Ih<ir honOS hiz EaY ol . 1999. 22. tomfnT v. :: . I '.:: :':: bL: : .•.. , ••• . . . .... ' Nn•qe I] (DvteU Numinwm Yanumen!) - IJ (Porwa La.+(Y ?m um.mmr) ?ww wenn k. w : mr ? ev? n re... soi,rn.nf a+n., w r:v 21 rt?n rJ rr a . ww ...... . ? Rocco F. ataeenl D;onne W. aloeeuf ?... ?- ?? E x?i c a r i p 55?.00 ! . M' /( ? , r 1?lh 6e 311.18 ? `. \ gl I / ? S I I ?''a \\?°s° g al I 7280 DEERWOO iM1 a? DRlVE ?• L?------vs:.ao?? ? F n i C' .e'? I r ? N : 1` Swtn.ni , of ane ? o p 1 I $wm.ml OuaRn I O ? ?-sKt;on zz. m.?wu v. ? :€ ? ao?ro. v (omom ca,nty ,? ? .umh?..m worum.m) Ra? n M1 I o so ioa :oa .mo ='4 ^ W I Sccie fn Fee'. ;W i ? • Denoles iron monoment bund .?a o Oenofes i/P incn 0?1I incn i n pipe ?' onum mf xr on0 orkeC Dy Minnaseta Llcense No. 17195. ine nortn lrne of tne Savm.est ouane. of $eclbn 21. TownshiP Z]. Ronqe 2.7 is assume0 ? ZLxp.TSeaffEYi ta nave a enring of Evst e:.9 ?yI Bencn Mort: ioo af sonitory zewer morhoie ;t?- y I 1[]0 leef res( o! Pilot KnoG RooO in Me cmter -;?? ? d Dee,.ooe Odve. flewtion = 907.64 leal y?M1' I ? F a _yl i ?J?b?p ? C -,I ?n:?' tn iM'wMn ?:? 'IM Seutl1Naf Owrln oI 5rcuen z]. rw?.nb n. ? No^Ge 3! e' I I $9 I ? 2 ?Y I ? 1300 DEERWOOD DRlVE I ? VIo I I I ? NT? $euM Y?y el 1M bin A6 Iwl -e 1 l me Soumvrt q.am, ar ? Sectien Il. to.nmp ]J. Ronye IJ I POND ?I Julywar.r fM'at 16. 999 i .on 1 ? BS?.59 •..: ~e?':::: NW 1/4 ? I NE 1/1 ?11y $W 7 V Vcinity Mop SeeGon 22. TownsNO D, Ranqe 23 No Sram NNOW KL PERSONS B" TMESE PRESENTS: iM1OI Rocco F. AltoOell; on0 Dianne M. AIIOGl??i. IruxOVnd anE rile, lee owners onE Notionol City 9an4 0! Minneovaiis. a Minnnola carporation, morlgogee ol tne following Ees[riDetl prope4y silualeE in Ns County ol ppLOtq Smte ol ulnnesota, [o xiC ine SouU 536 lee: oi Ne Nortb 796 het of the Eosl 1Q.5 levt ol the west 1981.5 fttt o/ Me $outhweat Ouarter of 5¢tion 22. Townsnip 77, Ronqe 23, accorEing m the Cavemmcnt Survey Inereal. an0 invt oart oi the Nmfn 260 feet ol the Sovmxest Ovorter ot Section 22, ioxnsnio 27, Ronge I]. ?ying CetWeen fhe lollow'?ng EescribeC linea: 9eglnnlnq ot o po?nt on the norM fne ol the Sovro.est Ouahet of Sectlon 22, sold pdnt oeing !UO leet rost ol the nortn.est corner al saie SouNwesi Ovaller, mence Souln 36 0egrees q mnu4s Eost .525 leel. mom o• kss lo o poini on o iine 260 feel soutn ol vnG pora0el with Ne norin line of soiE SouMwest Ouarter. enC Eeginninq ol o ooint on me norln fine ol sola Soumwest Ouorter, saiC Ooint beinq 1681 leet easl of the norNwesl corner of soiC Soulnwest Ouarler, IM1anea SauA 36 eeg.ees Q minwes East. ]IS i<et, m a or less. to a poinl on a lin< 260 leel smth ol v pawaiief wiln Me norm line ol SoiC Soumwest Ouoneq eaeeptin9 Mmd•om the NorID JJ lae[ Inneot: o<cor0ing :o the Go.ernment Survey Inereol. ond ino; oort oi the Soum.esl Ouorim o1 Section 22. Townzntp i], Ronge 7J, aesc.IMO os fonora: Commenciny at a pd^t on Ne noRn fne ol :ne Soutn.est Oaorter al Sectlan YT, ioxnsbip 27. Ronqe 73; said point Deing 1427.5 1<et easl ol Ne norlnw<st carner 11e1v0l; Mence soutn one pomuel Ine weY. 'ine ol sa;a SoalS.est Ouarler. 796 leel to the pNnl cl Dpy;nning ol IM1e properly ro be descrieeC; thence evzt arE Oarall<I .Itn fne nor[n line o' soid SouNwest Ovar ler 554 leeh Iheece sovP onC pamfbi .iN the rasl line ol saiE Saotnwest Ovarter 70 IeeC Nence eenec: to me •Iqn;. saumwezterly 53 tleqrecs 30 mmwes 300 feep tnence rvonn.estery m Ine va.^t o' oeqlnnfng, accoremg ro tn< Gomrnment $urvey Inereo/. are e Soum 536 bei oi Me North 796 leel of Ne Eost 406.5 feei ol !n< West 18J4.0 leel of the Soumwest Ouarter al SecGan 22, ioxnznip Z). Range 23, acco.a;nq to me Unitea 9mes Governmmt Sunry inoeol ona s,:eo;e ;n Dokoio Caun?y. Mlnnesoto. pminaqe ontl Ulilily .osemen;s oie snown Mus: ?-____- ___ I I I o _ - _ _ pa ?of - I 1 : I I ' _JIOIOL O g8 Beinq 10 /rot In •fatn ond cajoininq io: _,; lines, antl oeing 10 lat in vitlin vnd ;° adjoininq biock iines unless otherwise h t SM1OMII. No Scale R? ?s t oa .amn Y ? m wtlness .heroof smE National Gty Bank ol Minneopohs, o?nneaato corporvLOn. Iras cousM these presmte lo De siqneC Dy iis proper a cer f rs _OOr ol . T999. Nalionoi City 80nk o/ Minneopolis Oeon E. Dovtlzon ils Vice Presiaenl Srote ol County or ine ioreqoing instrumant was acknodeOqeE E<bre me tnb_OOy ol , 1999. Dy Rxco F. HtoOClli ona Dfanne M. umDeni, nusbana one wira. No(pry Public, County. My Commi3"0. Ex $[Ofe 01 COV. Iy OT- ina Io,egaing Inehument .m ocxnoweOqea Eelore me tMS eay oi . 1999. Dy Oean E. Davtasan. Vice Presiaent of NoGOmol Liry Bon¢ o( Minnmpolis. a Minnooto corporotion. an Eenall ol so;C corporalian. Notvry Pobiia County, My Lommiesian Espbaa: I hercCy certily thol i M1ove aunryee an0 plotled the proOertY tlescribetl on Ihis plol vs Qi09ELLl ADOITION; Mat this plot ia o carrect rcDresenlo6on I ol inc wrvv/; Inot oll Oislances are ron<cUy shovn on the plat in leet an0 hvntlre0[hs of a Imq Mvt oll monuments nave Eeen correctly Oioce m 1 the qroune as eno.n; Nvt the outsitle Countlory linea are corrc<uy Eesignmm on the Olot: on0 mat Mere vre no wet bntla os eefine0 ;n Minnesoto SlaWiss, Seclion 505.02. SuDC. 1 oi pu0lic biqM1woys lo Oe tlesiqnatetl oMer than as sM1Own. ? NNn R. Rentler, LonO Sorveyor Minnesoto Llcenu No. 13295 State ol Minneaom Counry of The I omgdng Suneyo•'s C<rti(cofe .as acmo+ieOgetl pebre me (bis_ doy of . T999. Ey Alvin R. RenOeq Idinnesotc lkanse Na. 13295. Nolary Pu01ic. County. Minnesol0 My Commissian Expires: We Eo nmeEy certily tnot on t1+e_ tloy al , 1999 the Ciry Coenc%1 of Eogo4 Minnesato approved Ihis plot. , MOyor , Clvk Porsvant to Section 383D.65, Minnefoto Statuln tnis pbl haa been ep0,oved tbif Eoy of . 1999. Gory H. Steronson, DakoPo Counry Svvryor i ne.eey certny Inat the to+ez lor the year 19 lo. the ianL ancrfoea an this Olat az ALTOB:LLI Ap01ilON nove De" vo;a one Ao O<linauemt ta.es ore due on0 bansler enlereC on Mis_tloy ol , 1999. Gounty ireasvrer-AUOdOr. DakOto Coenly. Mmnesota Oo[vmmt Numxr I nre0y reqily mat Ihls Inslrument xos lile0 in the oflfce al the Counry FerorOCr lor recorE on Nis_tloy ol ,1999 at _o'clo<k_ M., on0 wvs CWy reco10e0 in Boo4 _ o( _ S. Page _. ? Counly R<eoraer. Dakoto Comry. Minnesata Rehder ond Associates, inc.l ~ 1 ~ 3? . M1. . ryu r e'' • if ~ 0 ! N00 04 58 E r . ~ i i u e a 606. oo % ~ a . : o ~~c~ ~ ( ~ ; ~ r--- -l=-------- _ a / ,t ~ t.,. ~ 1 Owner: Bernard Fritz . 1 / ~ ~ ~ ~ ~ l~ : _ ~ yo~~ ~ ~ Tax Parcel No. 10-02200-014 54 ~ oo .r ~ ~ / Zoned: Agr~cultural n ~ ~ tn . ; ~ ~ ~ *~~r~~'~~ / ~ N ~o cS O ~ ~ a (i ~ ~o t~' ~ ~ , I , ~ ~ ~ ~ ~ ~ ~ ~~~~i I ~ ~ ~ C~s . ~~~t.i NOTES ~ I ~ ~ * Bearin s shown are based on the lot of AlT06ELL1 AODITION ~ 9, P * 33 33 , . ~ . , . ; , . ~ , Utilit~es shown are from infarrnation furnished by the Crty ,of Ea an and are verified ;where possible, ~ ~ 9 . ~ ti,~~ o~ ~Rl~~ ~r * r an ~ ~ a v / ~i Contact GQpher State 1 for util~ty lacations befo e y ~ Q p r o sc ~ constructi~n sholi begin. Phone 454=0002.' i ~ oge 1 e~ , ~ s ea P~ _ , ~'w ~o` st~ ~ ~ ~ : ' /I ~ 'y * Area = 452 380 s uare feet f 0.385 acres . ~ i..., w.o y E ~ ~ 9 ~ ) 0 0 e ~0 * Existing, zoning: AgriculturaL ~ ' i P~' ~ w~ +1,~~ ~ ~ ~ , ~ ~ * Proposed zoning: R-1 (S~ngle Fam~ly Residentipl). ~ ~ . . ~ ~ ~ Building setback, zoning and flaotl zone information obtained ~ ~ ' ~ ~ $ ~ ~ ~ frorn #he Cit of Ea an Plannin De artment. ~ 9 9 p ~ I ~ ~N ~ ~ i o ~ Pro osedl house 's uore foota e= 5 953 S; ft. i .n , p 9 9. , q i ~ x ~ ry~ /j; . Y ~ , ~ °o i ~i Y i / 5~ $ Proposed impervious surface = i8.7~f ; ~ / l / ~ 6. ~ 'N ' N ~I ~ i ~ ~ ~ '1 a 'o / x ~ / X ~ ~ X ~ l! ~ J 1 0 ~ r / ~949.60 h,c x~ ~ ' / ~ ~ ' atC . ~ e r.. , O ~ ~ N1 J I ; ~ ~ ~ ~ ~ / a 4 ; 5 5 / 944.77 943 s~a.n 9~ °'l~~~l 1 0 ~o~ ' i/ ~ 1 , ~ , Dc ~ X ~ ~ P~ i ~ ~1~~ ~ , ~ ~ ~ ~ L ` o~~~ , i / . g5 ~ ~ I 1~rn'x ~ W . c~ t 5 i ~ / ~ °~x I ~ a ' 1 ~ , ~ ~ ~K , i i I w~scorr ~ i , , t~O , 3i. , ~ ( ; . . ~ ~ I ~ / a 5e , , , / / ~ . . ~ ~.l V ~ , g . i ~ , ~ ` ~~~is ~ J ~ , ~ ~O , ~ ~ ~ . ~ s °'J~'~~93y~ l ~ ~ ~ ~ ~ 1 ' ~~v ~ ~i ~p. ~ ,c ,~d,4 ~ x / { as.~o ~ ~ ~ f . .,BJ, / 951.97~; ~ g~ ~x X ~ ~ ~ , a : ~ 949.1 ~ , ~ 9Q 6~ ; . , ~ ~ . ~ : 1 / ~ ~ q ` 9 g 9g ~ . 44.7 ~ x l v~ ~ ~ l ~ \0 / ~ ~ 8 ~ ' ' ~ ~ ~O ~ ~ 'ti / ~ . ~ o~ Q ~ A9 ~ ~ ~ y ~ , ' ~ ' ~ r^ ~ ~ , ~r ~ O .4 . / . . V / 1 ~I ~ ~ ~ ;0~ ,~a~.d'~ . ~ " ~ ~ ~ / ~ x' 43. ~ ~ ~ ~ ~ ~ 9 T. ' ' 'J p~~. ~ ~ I ~ ~~gy3g j , D(V J ~ . -L-------- Q' ~ ~o. ; ~ ~ ~v / j/ ~ I ~ y . ~ $ . ~ ~ ' z=' , T......:.~ i o iT.c ~l t ~ XI 8 ~ a f30 , Q~ ~ ~ ' ho ? I , r! ~ ~ i `x .J ~ ~ . ~ . . 0.~~ x 9 x ' ~ o ~ l~ ~ ' ' 2 y ' t0 ( o / i a ~ 5 ~v. J x I x 9. ~ N NO`~4 58 . i o l , 0 11 _ I ~ x ~ I J~ s • ~ i N ~ h~' ~ ~ x , ~ ~ ; o • T-- r j i / x . ~ I, ~ I r ~ I r l ~ , ~ I _ _ , _ - . _ _ _ ~ _ N . , r a ~ w, _ _ ~ : i ~ ~ ~ ~ ` ~ i i ~ . ~ - ~ : , , t ~ ~ ~ i ; ~ ~i ~ . ..a _ . ~ _ . _ _ t ~ ~ ~ _ ~ _ _ ~ . ~ 1~~wv' o~ ,I ~ ~ - ~ a~o~e , I n, 1 ~ I I I I I I ~ i, l 4 a _ I 1-- ~ ~ ~ II ~ I ~ ~ r N~ z r. ~ ~ ~ ~ I .o> > , _ , 1~/ ' 952 : ~~b / O ~ ~ ~ ~ ~ ~ ~ ( ~ ~ ~ ( 1 6, ~ ~ , . y ~ ~ .w. . . _ . rp PKoposed x~ a~z~ ` d ' : : . ~ ~ ( ~ ~ ~ . . _ - . I. ~ ~ I I ~ t(I -t ro x ~ : - ~ ~ I I ~ 1 I ( 1 ~l" ( I ~ ~ ~ ro ~ ~ ~ ~ ~ ~ . ; , _ 1 ~ ~ ~ ~ , rR ~ 1 1 ~ s s~.4 g " _ , _ -r ~ / I I ~ ~ ~ : I , ~ ~ , ad o,~b ~ ~ . . • . - ~ ~ ~Ii I I~ N~ II I~~ I.I I I~ 1 ~ . ~ ~--i 1 ~ I f I I ~ ~ . I I_ I ~ ~r ~ ti ~s 4 ~ : ~ = ~ y l ~ ~ 1 1 1 ~I I ~ I I I m I ~,o ,~k ` o = ~ ( a ~ ~ ~ I 1 1 ~ I I I 1~ l: l ~ X °r . t G ~i ' ~ r ~ ~ ~ p „ 5 4 . . . ~ i~ o ~ ~ c ~ ~ ~ ~ ~ . 1 ~ 9 5 0, ~ 1 A 9 4 8. 5 8 •~a = - : / ~ I ~ ~ 4 1 a ~ I I ~ ~ ~ I ~ X ~ P s ~rx ~ ` ! Q ~o~ , ~ ~ I l ? I 1 l ~ ( ( - e~R~r : ' . 1 I I , ~ ~ ~ . . ~ ~ ~ o~f-~~o, . m, ~ I~ ~ ~ I I 1 ,.I I ~ N ~ ~ i / I 1 ~ \ N I I I~ ~ ~I l , ~r . ~ ~ % 3 tK ~ ~ ~ ~ I ~ ~,3 iC"'~., ~ 9. ~ : 1 ~ ~ rn rn i d wat p R Q 4 D u ~ ~ ~ ~ ~ ~ M` ~ ~ \ ~ ~ ~ 1 ~ ~ # ^ ~ I I ~ I i I I \ 1 1 ~ I 1- ~ I E I ~ ~ g. i l ~ ~ ~ uN y o o I ~II I ~ I~ ~1~i~, _ ! ~ , A ; ' ~ o ~ ~ ~ ~ ~ rn ~ ~ ` ~ ~ ~ ~ / , OIFfIEY RQ4D ~ r, *'S • ~ o 0 0; ~ ~ ~ ~ ~ ` ~ ~ d.M ~o tb ~ n~ , k ~ x x 54. . ~ v.m- : I ; /o o + ~ ~ ( ~ ~ ~ ~;~"~°'rn~ ~ _ . 95~.81 ~s.a~N. ; ~z ~ ` ~ : ~ N : ~ f ~ I I 1,. ~III J ~ I I ~ ^~o~ ~ ~ I' ,~,~,~j` Owrier:: ~ity of Eagan ~ a, a , N ~ ~r o ~ ~ ~m ~o ~ II; r ; °'a , I . . ~ , ~ , ~ ~ ~ I ~ ~ I~ ~ I I ~ ~ ~ ~ ~ ' ; ; ~ ~ I h g 1 ~ 1 1 I I II o i ~ J . _ ~ i~ N, ~ ~ x ~ i s~~:oa I IC t7t a z• ~ r ~ o i i ~ N ~ ~ i i i ~9 , X~ : h~ 1 ~ ~ i I 4 ! . _ . . ~ ~ ~ ~ . ~ , ~ i i i ~ ; 1 ~ 23 ~ u o~ ~ " ~ ~ ~ o rn / . ~ ~ ~ ~ x Q~ ~ .4~ :_y. ~2~ ~ Sectian 22, Townshrp 27, ang , +~a, o m , , I I I ~~b IN ~ ~ : . m ~ i m ~ I ~ ~ ? ~ X w: . t~,~, ~ar ~ , ~ ~ ~ ~ ~ ~ ~ ~ ! ' No Scale z v~ ~ 1 ~ ~ ~ G ~ ~ 1 ~ I~~ I I ~ ~ z.... ~r sss.a~ ~ ~ 95 . ~ ~ i / o ro ( ~ N ~ ~ 949 J~ ~ 1, . I ~ ; ~j~ , E - o ~ 1( ~ ~ ~ ~ I I - ~ ~ + ~ ,l i ~ I~, I I I, ~I I I I I;j ( I I: f,~ 52. x r i ( I i~ III ~i,~~~ ,~I II 1~ 1/ I ~ I 5;~~ I ~ ~ iv o o I N II s.o i ~ ( iI I ( N ~I ~ I I ~ ' ~~t„ , I ~ ~ l ~ rn ~ ~ rn I I ~ I 1 ~ x, Propased sewer ; I~ ~ ~ I, ~ I..~' I~. I.;: . 48t~ g5~ .57~~ ....Pro osed ervt J~c b~n : . , 4 I ~ ! , r. . ~ , y r ' rn ~ ~ ~ ~ 941 1 , ~ ( 53.01 P eleuat~an ~9~ Propased sewer invert connection ' ' ~ ~ ~ ~ ~ I ~ ~ I ~ .I~' ~ ~ I ~ a e lo afion : 1 ~ ~ . : h ! I C I elevatian =t ~9~3.,3Q feet ~ I ~ ~ ~ N~ ~ I~ : ~ 1 I I I I' ! lfa ~~~~~I I ~ I 1 n i ~ ~t ~ ~ ~ ~ 9.90 95248 , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ---,x ~ i ~ ( I II , ~ i~ ~ i Ii imi i~ i ~ i l~ ~ i~. x r . ~ N \ ~ ~ ~ ~ ; ~ , 49. ( ---~~356--~~ Ix ;.Y cv o I I i o I I I I x- , 952,~d~ ; ~ . m ~ ~ ~ ~ ~ ~ ~ N ~ ~ ~ ~ ~ ~ ~ 948.45 l ~ ~ l ~ ~ ' ~ ~ ~ ` 1 948.18 ~ ~ 56,62 ; 955.10 ~ ' o ~ \ t ~ ( i W ~ ` J . rn ~ rn . ~ ~ ~ ; ~ ~ ' , ~ ; o) ~ Q ~ \ 1 I` 1~'~ I ~ ~ ` ~ I I x ....~;,,w M• ~ \ ~ `T~ ~ \ ~ \ ~ ` ~ I ( ~ ~ Proposed retaining waNs , ( ~.i ~ i ~ ~ l ` ~ ~ i ~ ` , x~ ~ i ~ ~ 1 \1 ~ t . , 1 1' I ,,I ~ r ; / ; ~ ~1 1 \ ~ ~ I I ~ ~ ~ . ~ s . I ~ Y Y a ~ \ ' , , , I 4$.82 I h i : ~ , a o g ~ \ ~ i ' . . , h ~ s 1~ Z ' ` Q~~~. ~~.a~ '~~7 ~i ~ i~ ~ ~ Pro osed sanita sewer'locatron ~ ~ il•- LEGEND ' 't- ' a o ~ ~ ~ ~ ~ 1~ ~ 1 ~ ~ ~ \ \1 47 ' ~ p ry , ~ ; , ' , ~ ; _ ~ ~0 1 \ \ \ ~ ~ ~ . ~ ~ k , x~ ~ ~ h j ~ t ~ . . ~ ~ " Q~ ~ ~ ' \ 1 1 ~ 1 1 (ApProximate locatron) . ~ ~ \ ~ ` i~ ~ ~I ~ ~ \ ~ ~ • iron Monument Found ~ ~ ' 1 Point where the proposed drivewoy = ~~V~ _ ~ . ~ i = ~ i ~ ~ \ ~ ` 946 I . . ~ b \ \ ~ <;9~ matches the exis6ng drivewoy . m~ ' ' o iron Monument Set ~ ~ I o ~ ~ ~ \ ~ \ 1~~ ~ ~ ~ ~ .~i' , ~ ~ ~ ;~1 ~ f ~ ; - \ ' _ , ~ ~ , il , i ~ \ \ . 1 ~ ; ~ .r~ ~ ~1 ~ ~ \ -s- ni 5ewe I N ~ ~ ~ ~ ~ \ : ~ ~ , 5a tary r , Y ~ ~ ~ \ ~ ~ . ~ ` . . . ~ x ~~ti~~ ~ y j 1 ' 1 i \ \ , \ \ \ Approximate water serv+ce ' ~ 4 ~~,~~~.~v~ e, ` ~ ~ ' -sT-~ Storm Sewer ~ 1 ~ ~ ~ ; . ~ ' ~ 90 0° . _ ~ 1 \1 \ ` \ \ ~ , , w er F ' ~?.i; ~ g - ~ \ ~ ' ~ ~ ~ : ~ location (from property o n ) ~ ~ I 4` \ . ~ ~ 9~ ~ \ ~ , \ \ ~ --~,w- Wotermain , , . . ; r. ~ \ \ ! ~ \ \ ~ i \ \1 \ \ ~ , ` \ 1 1 y~ ~ y x 952.78 I ~ ~ r, ~ ~ 4' ~ 0 943.69 ' MHD Manhole ~ ~ - ~L J_ L \ 1 \ ~ saz,s~ - - - ~H - \ -~1 ~ - - p ~ ~ ~ ~-a-,.~ I~ o ~ ~B , , NO 04 58 E c 1~6. ~ ~ \ a 0 Cotch Basm ; ~ ; ~ ; ; ' ` ~ ° , 1 1 ` ~ 1 1 ~ ~nv. ln~ert Elevat~an ~ , ! - 1 ~ -1 . " - r~ ~ . N00~04 58 E ~ ~ ~ ~ , yl I s, r+ 4~.e , ~ I 11 1 ~ e , 536.00 ~ PP~ Power Pole . I ~ 1~ I 1 ~ t ; ~ ~ ~ 1 ~ I ' i ~ 1 ~ 111 1 d 9~ •s . 'I ~ ~ ~ I ~ ~ g ~ ~ I ~ Concrete Surface + _ \ ~ ~ 1 p• . ~ ~ ~o : s s .as , ~ ( Owner: Raymond Raymond Kangas ; ;t' i;; ' , , ' 1 I ` d' / , : ~ Brtuminous Surface ~ i I~ i- ~ . ee ( Tax Parcel No. 10-02~ . Jo. 10'-02~00-020-51 ' Pro osed Contour - . . . ( ; . p ~o ~e N ~~a , i. ! Zoned: A ncui ~ed: Agricultural . n I o p . g x 54. Pro osed S ot Elevation - Q~ I ~ ' ~ P P - . ' : i . ~ 5 ' ~~s ~r ~ x . ; N Q 939.64 = ~ ~ , ~ ~ '~j b` \ - r, -r f~ii i i~~ i i`~ ' i~ ~'7" '`r r 1 1 I 1~1 ~ ri ~~~i : , _ , (v 9J4 70 . 937.80 ~i i i r~ i i i i~ ~~i ~ r = I ~h i ~ - ~ ~ ~ i : r` ~ i. K~ , i . - ~ saa.s2 .oe . ~ - = I ; ss LJ, ' ~I M< 4. ' ' 1 ~ I 0 2q 40 80 120 = ~ ' . ~ ~ ~ J i , = _ 10 ~ , : 1 ' ~ _ ( . , ~ _ - ~ Sca,~e in Fee#~ _ - . ; i ~ _ _ . , . ~ . ~ . - sz~,za,~. ~ ~ ~ „ ~ ~ „ ~ ~ - i ~ - _ .s j ~ ; ~ = E~cis6n drivewa 4 Y.., ~ r, ~ PROP 'ROPERTY DESCRIPTION ; v.ss . ( , ~ ' ~ , ~ , I 1 TO ELLI A~ ~ Lot 2, Block , AL B ALTOBELLI ADOITtON, according to the recorded ~n ~ kota County, Minnesota I hereby certify thaf this building perrnit sur~ey was prepared by me or untler Finish Main Floor Elevation 954.70 - s2 s plot thereof, Dakota County,` N ~ _ my direction ar~d that I am a duly Registered urveyor under the lows of Garage Floor Elevation = 953.50 m i , ~ ; ) ~ t Propery Address: t300 -0eer~ : t300 Deerwood Orive, Eagon, MN. 55i21 the State of Minnesota. ~~y , . Lookout KneewaU Ele~ation = 947.70 i s2~.~.• sN . ~ n ' ~ ~p....... . ~ y6~ ' 8asement Ftoor Elevation = 945.30 - - • ' . ~ c~i N ' . 92 ~ < , 8~ (n ~ 5 Dated this 5th : day of February, 2001. , 3 4 tsy 69~ , 's ~ 2 3 - - . . i ~ _ r~ ~ e9 ' l.~~~~~~~~ ~ ~ m~ _ ~ , - ~d y , , ~ "N . REHDER & ASSOCiATES, INC. ii~ ~ =N - _ ~ ° . ~ . ~ ~ _ 0.13 5`' . ; : 6 G ~ I - to ~~~~~~c~~~ . c ~ ` t ~~A ? v ~ ( ~ ~ ~ ~ , ~ .:~r~ NVi.. - w ~ W~ ~ , ~'~!G~-~' ~ , , ~ ~ ]6 , . . ~ ' , , . ' m . m~ / Proposed sanitary sewer locati~~ w ' 9t . ~ ximate locat~on ? ~ : ro ) ~APP ¢ ~ Alvin R, Rehder, Land Surveyor ' ~innesota Registrotion. No. 13295 o; . _ ! ' _ ~t _ ~ ~ . . _ ~ ~s V ~ ~ • Revised: February 28th, 2002 - per City cornments ; 9P C . , . ~ 4 ; . . . John Neumann OwRer. St . o V.. ; a o v~ . - - - 02200 014 50 ° Tax Parcel No. 10 ! :I :9y3. ~1 . 4 ~ . . . . ~ Zoned: Agricultural .4o , . . s' . : , . ~ - Connect to existing sanitary sewer service : Rehder and Associates, Inc. ' CIVIL ! ENGINEERS AND LAND SUR1/EYORS t+a! ~ ' 3440 Federol Drive • Suite 240 • Eagon; Minnesata ~ Phone (612) 452-5051 ' JOB: 994-1607.0 9 0 F!l.E: 99-148 Use BLUE or BLACK Ink -----------------, � For Office Use � `/ I �lt o�� G� V � Permit#: �U I I b/ � I Permit Fee: 3830 Pilot Knob Road ,�UL 0 7 2014 , � Ea an MN 55122 I � 9 � I Date Received: � Phone:(651)675-5675 � Fax:(651)675-5694 BY' � Staff: � . . ��____��_��J , 2014 COMMERCIAL PLUMBING PERMIT APPLICATION C9��-`� ❑ Please submit two(2)sets of plans with all commercial applications. ��7��`� Date: t i'�'-- � 1 Site Address: ��L'G%��c..�'��L``2�'�iY !c��L�`�, ��`% �.,,_.. �;� , f. , . Tenant:__ J��,.� {�t��"G',�.2�C-tj�.-.,- Suite#: Prnperty ' f?WCt�r' '' Name: Phone: • �, s , '' Name: /�-�-�.�� 7x`��i�L,'��-`� License#: �C�r`.�`��g f`:i �,r „ � ��nteactor�� j,/" I/' �' �� i�iL '� `� ' Address �t''T�'� �a'l��r t�`� f��°- City: � '7,�,--' State: Zip:_y)� � / (�� ✓i �' } �(.�. � �,, ri '' Phone:4 ��?�J�°� '��1�� Email: ,.�C�'r`'°i►C�� 1 �1�C��`f'VL�' New � Replacement Repair _Rebuild �_Modify Space Work in R.O.W. TYpe of Work — — -, ,�� , � , ., � � � Description of work: x�YI,G"1��,� ✓�°�'c� ��itC ��- � t ' ��° '' COMMERCIAL _New Construction _Modify Space L� ` Irrigation System�yes 1_no)(�RPZ/_PVB) • Rain sensors required on irrigation systems ��CI'111ti T�/p� ' . Avg.GPM (2"turbo required unless smaller size allowed by Public Works) Meters Call(651)675-5646 to verity that tests passed prior to pickinq up meter. ' Domestic:Size&Type Fire: 1 Avg.GPM High demand devices? Yes No Flushometers_Yes No COMMERCIAL FEES Contract Value$ c�J�� x.01 $55.00 Permit Fee Minimum _$ � ��G? Permit Fee �If contract value is LESS than$10,010, Surcharge=$5.00 =$ �= C7G% Surcharge"` '*If contract value is GREATER than$10,010, Surcharge=Contract Value x$0.0005 `�*If the project valuation is over$1 million, please call for Surcharge -� �� " ��'' TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant ' $ Water Supply&Storage $ State Surcharge � � _$ t(��C�.G'(��" TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. . �`-� " ��'-��r`"�,e X P�-�n c�,`� C��"��n X ,�2�.�c��c,c�.� ApplicanYs Printed Name Applicant's Signature FC?F�C}�F[CE USE Approved By: '�:i , i7af+a;"� � Required Insp�cti+�ns: Under Grountl . Rt�u€�h Jn ' Air Test 'Gas T�st Final PRIf Required:�Y�s o Met�r Re�ated Items �:Meter 5iz� � Ra�iQ Fiead Manameter ' Sfaff: 3° x Page 1 of 3