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1450 Wellington Way ( ~ BP 2006 RE DENTIAL BUILDING PERMIT APPLICATION ~P -7Z~92 90.50 . City Of Eagan M(713~q3 ?L0. S o . 3830 Pilot Knob Road, Eagan MN 55122 ol Telephone # 651-675-5675 FAX # 651-675-5694 ~ lew ConsUUCtion~Re uiremen s Remodelffteoair Reauiraments Office Use Oniv 3 registe2d ske surveys showing sq. ft. of lot sq.(Lpf house; an all roofed areas 2 copies of plan showing foalings, heams, jo'sts Ced af Survey Recd _ Y_ N (20% maximum Iol coverage Allowed) ~~l (.V 7 f 7 1 sel of Energy CalculaUons for heated addNons Tree Pres P1an Reoi _ Y_ N. I~! wpies of plan showing beam & wiiMow saes; poured found design, etc. 1 site survey for addNOns & decks Tree P2s Required _Y _ N .4 set of Energy Calculations A Addition - indicate H on-sde sepfic system On-sde SepUc System _ Y_ N 3 copies of Tree Preurvation Plan if lol platled aRer 1/iN3/n S/Run Joist Detal Options selection sheet (build"mgs wilh 3 or less unds) Z3'f l.l Minnegasco mechanical ventilation form q/~/ Date J / / c/LV Constr,u,c/tion Cost ;CA Site Address UniUSte # Description ofWork ~ /Hl~.~ /~Y~1lL~ ~/~/'~?~v Multi-Family Bldg _ Y~ N Fireplace(s) _ 0 ~ 1 _ 2 Property Owner /C7~, Telephone # ((~l ) g6S• Contractor ~ Address Aw 6,41C aa City State Zip -'Z7/.Z / Telephone # ((ps'! ) 3&T • 0551 G,,,s~r. !n't~r.: lM~k ~~kosd, ~OSI-3(o5-O601 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv I Minnesota Rules 7672 Energy Code Calegory , Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet -(Jsubmissiontype) Submitled Submitted , . . . Energy Envelope Calculations Submitted , ~ In The last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? /9 (r _ Y ~ N If yes, date and address of master plan: Licensed Plumber ~ TeVVlMhknkDtcl.. Mechanical Contractor Telephone # ( ) Sewer/Water Contractor ID4; rl'9 Telephone # I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start withouYa pertnit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. C0,j r 2 0 1 5 3(o (o Z Applicant's Printed Name Applicant's Si nature I DO NOT WRITE BELOW TAIS LINE 1 Sub Tvnes ? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg 02 SF Dwelling ? 08 06-plex ? 16 Fireplace 0 21 Porch (3-sea.) 0 31 Ext. Alt - Multi ? 03 01 of _ plex O 09 07-plex ? 17 Garege ? 22 Porch/Addn. (4sea.) ? 33 Ext. Aft - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screenlgazebo) ? 36 Mutti Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Stortn Damage ' ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work Tvpes ~ 31 New 0 '35 ' InClmprovement ? 38 Demolish Interior 44 Siding ? 32 Addition ? 36 Moue,Building. , 42 Demolish Foundation.? 45 Fire Repair r~. . ? 33 Alteration ? 37 Demolish . Buildin \ . g` ~ 13 , '43 Reroof ? 46 WindowslDoors ? 34 ReplBCement .`Demolition (Entire Bidg) • Give PCA handout to appllcant DBSCeip110I1: WaterDamage_Yes Valuation 29'~, Occupancy MCES System, ' Plan Review - ~ 100% or25% Census Code ~ Q I Zoning City Water SAC Units ~ Stories Booster Pump # of Units Sq. Ft. PRV . # of Bldgs ~ Length d Fire Sprinklereci . Type of Const V Width REQUIRED INSPECTIONS ~ Footings(new bldg) _ Sheetrock _ Footings(deck) ~ FinallC.O. Footings (addition) _ FinaUNo C.O. . ~ Foundation _ HVAC Drain Tile Other Roof Ice & Water Final Pool Ftgs Air/Gas Tests Final x Framing _ Siding _ Smcco Lath _ Stone Lath ~Brick ~ Fireplace ~ R.I. X Air Test x Final _ Windows ~ Insulation X Retaining Wall r~ ; Approved By: T Z , Building Inspector Base Fee Surohar9e ! Plan Review MC/ES SAC cicy sAC Utility Connection Charge S&W Permit & Surcharge s3 C~9~?.ra~ ~ ~ l ~ " l 31, ~O Treatment Plant j C License-se'arch Copies • Other 1 Total Mar..22. 2006m 8:30AM aisNo. 072474 P• 403/o8 perroit tlumb6t REScheek Complianee Certifieat@ Checked By/Date 2003 IECC RESckeck SaRware Veraioa 3.6 Releeye I _ _rv. _ W._~ . ata enam~ GIIGEERIIVGVSERI~ICE31 AC YlEP7lBnergy CaledalionslMNlSteepluhase of Eagan - Signatures10321Coicoran-Federal-032.rck PR4!&CT'171T,E: Surplcchase of Eagan G7TY: MAALCBpOIis STATE: Mlntlesota HDD: 7981 CONSTkUCITON TYPE: 3inalc Fanoy WiNDOW 1 WALL RATIO: 0,16 DA'Cfi: 03l21/06 DATE OF PL,qNS: 0310312006 ' PR07ECT DESCRIPT'ION: Steeplechast at Epgan - Sigoa[urea 4889 Pilot Knab Road, LoUi 032 Eagan, MNT 55122 DESIGNER/CONTRAC7'OR: ToU Brothers Tnc, AROJECT IVOTES: Elevation; Nedecal QPhQns: Q17.023, I61,1'71,188,800, 90032004 Custom Opt, COMPLIANCE: Passes MaxiNUm UA = 777 Yoo[ Home UA = 661 14.496 Bettet'Fhaa Cade (tJp) Gtae Glazit~ A[Cn or CAVIty Cont OY Door Perimerer -R Value R~VAJW U-Facror j~A ~ , • . Flat Ceiling: Plat Crilina Or $cissor T}ues 2856 44.0 0.0 77 Garage wall: Wood Frame, 16" o,c. 236 13.0 0.6 jg Aoor 5: Solid 17 0 200 3 ICnee Wa11: Wood Frama, 16" a.c. $17 13.0 0.0 42 Hand 7oiat: wood Frame, 16" o.c. 322 19,0 0.0 lg Exterlot VvaE16,' wood Er+me, 24" o.c. 2821 19.0 0.0 129 Window 2: Vinyl Frame-Doubie Yane with Low-E 501 0350 180 Door 7: Solid 36 0.200 7 Door 8: Q1ass 93 0.350 33 BasemCnt Wall 1: Sol1d Concrete orNlasomy 1530 10,0 0_0 112 ~1k 1, l..oT Co L°T -;52 (=F 2 Mar..22. 2006)E 8:30AM 215No._072474 P., Sea.ee wan tieignr. as' Depth beiow grede: 6.5' lnsulation depth: Ss, WindOw 3: Viny! F[atne0oub1C Peua with Low-E 11 0.360 6 Door 9: Glasi 40 0350 14 Floor Over Gemge: Ali-Wood Joist/Ttuss:Over Uncond3Sioned 3pace 368 30.0 0.0 lg $lab Oa Ghade: Slab-On-Crrede:Uaheated 5 5.0 q Insulatioo depth: 2.0' Fumace I: Forced i3ot Air, 92 AFCTE . . ~ COMPLIANCE STATEMENI': The pmpowd buildiuY desiga dcaaibed }ere is cpnqigrent with tho buildinQ pluns, speeificadons, and other calculerione eubndtted with the pemvt application. '['Ha pxoposed building has been designed ro mect the 2003 c requirements {A REgcheck VerSfon 3_6 Ro?saee 1(for,nerly MECchrck) and W eomply wish the menda req ic Ita in [he RfiSckeck Inspecdon Cheelctist. Buildcr(Drsigncr Date °T ~Z 2 -F ~Z- . , LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPUCATION PROPERTY LEGAL: oY (-3~ct4GN1 ETAD OF SURVEY: 3I/s/0 ~ LATEST REVISION: m rn c m t U O z ¢ DOCUMENT STANDARDS '2 • Registered Land Surveyor signature and company ? ? • Building Permit Applicant ~ ? ? • Legal description jd ? ? • Address p' ? 0 • North arrow and scale fd . House type (rambler, walkout, split w/o, split entry, lookout, etc.) • Directional drainage arrows with slope/gradient % • Proposed/existing sewer and water services & invert elevation ? ? • Street name . Driveway (grade & width - in RIW and back of curb, 22' max.) ? ? • Lot Square Footage sd ? ? . Lot Coverage ELEVATIONS Existina ,a ? ? . Property corners 0 . Top of curb at the driveway and property line extensions ? y3 ? • Elevations of any existing adjacent homes ,H • Adequate footing depth of structures due to adjacent utility trenches jX ? ? . Waterways (pond, stream, etc.) Proposed ,e1 ? ? . Garage floor ~ ? ? . Basementfloor .P1 ? ? . Lowest exposed elevation (walkouVwindow) ? ? . Property corners 0 • Front and rear of home at the foundation PONDING AREA (if applicable) ~ ? ? • Easement line .9 0 ? • NWL ,e( ? ? • HWl g ? ? • Pond # designation ~ ? ? • Emergency Overflow Elevation ? ? . PondM/etland buffer delineation Y 9 . Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS iG ? ? • Lot lineslBearings & dimensions • Right-of-way and street width (to back of curb) ~I . Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) • Show all easements of record and any City utilities within those easements .Pr • Setbacks of proposed structure a sideyard setback of adjacent existing strudures ;y ? ? • Retaining wall requirements: Reviewed By: Date -VZ7~ ~ G:IFORMS/Building Permit Application Rev. 11-26-04 - . Certificate of Survey {o~- TOLL BROTHERS ~~r'}` OF ~ 1400 Corpotate Center Curve '~~r,~' i-~ ' I 1450 WELLINGTON WAY Eagan, MN Zip 55121 3:9 RAaximutnSlopes or Ra4aining dVall Will ,98iR_2 ° ee RequiPed ~ 'r='___% 59=43 987.4 e Y curb ° r983.5I~QO• ii B yxi5~in F~ ~ ~ << f •55 ii~ ~ p 988.J , 10 ed • iiPY98~ g 988.7 ~ b. o,* a lo ro ~^5lructed) ~ 986 5 ~ O O l \ r~ z1oP 98 .9 g9~ 3 g8~ p 989.4x ~ 99.6 NOR1'E TOP IP° _"_____r _ _ _ To0 IP= e86.57 ~ 25.9@ .21.50 39.11 C 999.47 proposed ~ driveway n x 9 9,0 Im 4.1°.~ x p~u~i W / x / , I I iocatbn Of 5onitOry ond M n O \ 0 30 985.8% I Water elub Dar O ~ g~Qa6 \ 'i i RLK-Kuusieta Olon O, 0 o+ N ~ ~~J Ir ~~K1 POfC 981 eez.az ~ es°A 14.58 10.29~3.62 ~-~i oxa ~ O I M M L ~ ~ . i ~ ^ proposed housa O~ ~ M wolkoutebosement a~~~~ G f"jPEC l~Obp p1 ~ v I 919% 13.79 M~// ?rJ.79/ 96 ~A~,tl roa ia. 119.90 00,20.42 ~ ~r7.6 ~W~ ~ i.i' P IPa j 978.40 r--_ 91~" 978.66 17.174 SF B "d~onage ond utiiXt~~ ' easemx nt per plot ¢3i a Y' L________. W I k 976.3 ! ~HWL- ~ (64 W / g57.5 ~ / NWL- I ~ - ~6 .9 5774 ;ce elev. 05 N88'49'S8"E 3-15-06= n. .Ti n1 n 964.9 vv i L.v i 1l POND WO House LP 56.1 LEGEND Garage left NWL=967.5 Minimum lowest floor HWL=970.8 elevation = 979.6 Iron monument found = Drainage Direction p= Iron monument set and marked = Proposed 10' contours from grodinq plan wlth Ilcenae No. 23968. = Proposed 2' contours from groding plan O= Offset iron = Existfng 10' contaurs BENCHMARK un = Dralnage & Utility Easement ° Existtng 2' contours Top Nut Hydrant Lota 6 and 7. Block 3, Existing sanitary sewar Steeplechase of Eagan eao,p = Exietfng Elevatfon = Exiating storm sewer Elevation = 989.61 feet (NGVD 1988) cj~ o propoaed elevation from grade - I Existing water or development plan Q = Sonltary manhole w = Gate valve SITE BENCHMARK eearings shown are assumed Catch eas(n Top of offset IP opposite northeast corner San. Sewer Stub Elev.= 975.5 0 = Storm Sewer Manhole of build(ng envelope. (6 = WATER CURB STOP Elevotion = 989.47 feet D = Flared end section L ot 6, B I O Ck 1 PROPOSED AREAS PROPOSED ELEVATIONS Areo of Lot 6, Block ,a 17,174 Sq. Ft. Garage Floor elev. = 985.24 STEEPLECHASE Propoaed Hauae = 3,157 _ Top of block elev. = 988.57 Proposed Driveway . 1487 Sq. Ft. Lowest floor elev. = 979•9 O F EAGAN Percent of LOl COVerOg6= 27 % Drawing File: 700\L6.B1 DWG DAKOTA COUNTY, MINNESOTA Project No. 03-730-L Subject to easements of record, If Qlly. Toll Bros. Code = 32, SPR qzzzei ^ Duluth, MN. I hereby certify that this survey, plan or report was prepared by Hibbing, MN. me or under my direct supervision and that I am a duly Registered ~K Ham Lake, MN. Land Su under the I the State of Minnesota. Minnetonka, MN. XvEsWro LTD Phone: (952) 933-0972 0,0 Morch 15, 2006 Fax: (952) 933-1153 K rt M. Kisch, MN icense No. 23968 Date www.rlk-kuusisto.com 611O Blue Circle Dr. • Suite #100 • Minnetonka, MN. 55343 Mar 16, 2006 2:08pm G;\Tall Arolhe,s 1nc\2003-730-AI\dwg\700\V01D - Lol Certs\Capy-of-L6.81Ow9.dwg . OGf-18-2006 WED 11:52 AM RAY WELTER NEATING & A,C FAX N0. 6128252303 P. 03/03 Date: 8/10106 Revision Date: 8/1 D/06 New Construction Site Infortnatian Address 1: Toll Brothers Inc. Project Steepelchase of Eagan Address 2: 1450 Wellington Way lot: #032 Block: City: Eagan County: Subdivision: Apulication Information Business Name: Ray N Welter HVAC MN Contractor License Contact Person: JOE ptfice Ph: 612-8256867 Fax: Gell Ph: Address 1: 4837 Chicago Ave. So. City: MPLS. StaCe: MN. Zip Code: 55407 House Details Square Feet: 6767 sq. ft. Avg. Ceiling Ht: 10 ft. Number af Bedrooms: 4 Ventilation : Balanced Tofa( Ventilation Capacify : 296 cfm. Minimum Continuous Ventilation :75cfm. IntermittentVentilation:221 cfm. Combustion Aapliance Water Heater: Power Vent Input BTUs: 80,000 Independently Vented FumacelBoiler 1: Direct VenUSealed Combustion Input BTUs= 100,000 lndependently Vented Fumace/Boiler 2: Direct Vent/Sealed Combustion Input BTUs: 80,000 Independently Vented Other Combustion Apnliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Echaust Eauipment Con6nuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 935 Exhaust Fan Rating (cfm): 640 Make-Un Air No Make-Up Air Required by Code Combustion Air Minimum Gombustion Air Requirements Met. ~~I d qppiicant Name (print): 6AQ Ab-e"`- Signature/Date: ~p _ISt - a Code Official (print): SignaturelDate: O 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 Address: 1450 Wellington Way Zip: 55122 Lot: 6 Block: 1 Subdivision: Steeplechase of Eagan THE FOLLOWING ITEMS WERE/WERE NOT WMPLETE AT FINAL INSPECTION ON dk& Yes No Comments Final grade - 6" from siding Permanent ste s- ara e Permanent ste s- main entry Permanent driveway Permanent gas Retaining Wall or 3:1 Max Slope Sod/Seeded lawn TraiUcurb damage Porch Lower ]evel finish Deck ~ Fire lace • Verify with your builder that roof test caps from the piumbing system have been removed. • Tum off water supply to the outside lawn faucets before freeze poten6al exists. • Call the City's Engineering Department at 651-675-5646 prior to working in nght-of-way or installing urigarion system. V BUILDING INSPECTOR: CONTRACTOR: Toll Brothers 250 Gibraltar Rd Horsham, PA 19044 AR-28-2006 10:18 FROM:MJS, INC. 651-698-5628 T0:3659605 P.1 s u10A4*0 +EVfvATi.,-) z-/Pt-7A McCONKEY Toll Brothers, Inc. Mazch 28, 2006 OHNSON 1400 Corporate Center Drive, Suite 110 Eagan, MN 55121 O Atta: Rick Kittrerlge Re: The Corcoran (SPR #22261-Lot #032) - Stud Wall Analysis Eagan, MN Project # 06259 `''r S o W(~ ~,a ~ ru ~.,Tq.~ 241 CLEVELAND Mr.TCittredge, At your request we have performed a stntctural analysis of the AV E. S.. 5 U 1 T E B2 "tall wall" assemblies at the Fanuly Room and Foyer for the referenced residence. Information regazding the framing at these locations was taken s r. r Au L. M N from the construction documents prepazed by Toll Architechue, dated 2-15-06. The following aze our comments and recommendations for 5 s1 os -izeo thesewalls: 1. 2-2x6 wall studs at 16" on center are adequate structurally for the side wa11s at the Family Room (Elevafion 2/A-7A) and 2x6 wall sriids at 16" on center are adequate for the end walls at the Family Room and Foyer (Elevations 1/A-7A aud 3/A-7A). 2. Some wall stud configurations a# beam bearmg conditioris ar•e ns4 adequate. We have provided recommendations Fpr framing at these ]ocaNotvs (see I/A-7A, 2/A-7A and 3JA-7A attached). 3. Note ttiat the stud framing shown on the current construcrion documents and in our recommendations for the Family Room and Foyer have a maximum deflection ratio of span/180 under wind loading per ASCE Standazd 7-98. Tf?is deflection does not cause a concera regarding the strucmral performance of the &aming, but we cannot comment on the performance of the ezterior/interior finishes. It is the responsibility of the Architect and Owner to verify the effects of the lateral movement on the proposed finishes with the finish suppliers. MisceAaneous Item During our review of the stud wal] framing we noted the roof design snow ioad of 30 PSF in the chart on Sheet A-43. This load should be 38.5 PSF per the Minnesota State Building Code. Flease call with any questions or comments. Si erely, 651.695.5626 ~ FAX:651.698.5628 ~CI]azd W. 70bI1SOII, PE EMniL: Minnesota Registration #23406 mjaeng@qweat.net 3'•0' WHERf R PENETRAII . tlASNED AS REQUIRED. 3 D 15. ACNAL UNBRACEDWAl1l 7P y r+ort: 1R,~.o€ 3-z~fo @ 4r. ~SRG-. W 16. -8 HIGH HUGKT MN( UN& m 1~ ~c• Ga w ~.vao,.~~ .a~nF M°~ Srli 17. WAiER AND ICE SHIRD A6 m .Y 18. TOP Of fOUNDATION DAA1 ~ y~'~ 6V L1c b 'L'i1t(o MEMBRANE `n y LLOON FWMED BALLOON FRAMED 19. 1/2* DIAMEfER HOOKED EI A AII @ 16' O.C. WALL ~ 16' O.C. BAB~MBdT AT 6'-0' O.C 3 K~ DW BlE DOUBLE ~M CO~~ ~ p 3 TOP PLATE TOP PLATE AaownruCEwmi nuw1~ H -2x10 HD -2x10 HDR z ~ ~ . Z o 0 2852 d oc FIXE FIXED sEc ~rP vn.._ L, E, ~ ~ ~ m ~ . ^ a 'v a c I D ~ 50 0 ci m ~n -2x10 HD -2x10 HDR = N N m ~ ~ ~ o 0 2862 2862 o ° x = .:,,m ? w m m m Z'lij~u T-l/~ ~g" Z'lli6 . R. . R.O. z BALLOON FRAMED WALL DETAIL -o W A-7A SCALE: 1/4" = 1'-0" FAMFLY ROOM &19EAIENf SlA9 D ~ ~4~.r. l.Yc, t,~TIG.~ (R~QrRTiES : ro ~ • • E= h9 k10(' PSl m m ~p 0) a Z6~o t1~ m jN F~ = 7-21 to pv 0) 2x6 BqLL00N FRAM9l ' S1UD WALL @ 16" O.C. 2M6 BF ~ SNDI~ OOUBLE 3 TOP PLATE ~ ~ 3-2x10 HDR, 3-2x10 HDR. ~ ~R 0 2-2852 2-2852 °C FD(ED F[XED ~ 5'-S~ R.O. 6'- " 5'-84" R.O. C~ oLq m I TT m x 3 ~ a i~ i~ = m w N -i wa 3-2x10 HDR. 3-2x10 HDR. _ co 00 _ 00 o - 2-2862 2-2862 x10 HDR, o d ° J x ' IREPLA ~ x s OPENIN ;Q1 , 5'-84" R.O. 4'-0S,' R.O. MiN. t•~xb 'M 13 lsGr, 2'-1 la"~ 1'18" 1'_416" 20'-5n 1~16~ 1'18~ + S'ti'/jF Y.?C 5"ia lTh~ -u ' ; f'vtr v+trw Hr. N 2 BALLOON FRAMED WALL DETAIL z B A-7A SCALE: 1/4" = 1'-0" FAMILY ROOM e_~n MRR-2$-2006 10:19 FROM:MJS. INC. 651-698-5628 T0:3650605 P.4 2x6 BALl00N FRAMED STUD W ALL ~ 16' C.C. DOUBLE TOP PLA7E 3-2x10 H4R. ~ 0 3052 0~ FIXED ~ iF 3_ bu 3~_~ ~ u R.O. 3'- 11 Z.ix~ to ti~. BR 4. 4h : rz o c[ ' ~ zn = 3-1 3 4"x91 2" LVL HDR.:'` ~,!T ~ y.,.kb T° RM.tfR~- o ~ 2-2868 QOOR W( A. x(y Fdw %4r' ~ 2-14" SIDEL[GHTS ~ S'-3" R.O, 11~" 11,14' 10'-1l,~ 4 3 BALLOON ~FRAMED W o ER DE EAIL A-7A SCALE: 1/4° = 1'-D 2x6 BALLOON FkWED STUD WAIL @ 16° O.C, n FlRAMm DOUBLE a i6° o.c. TOP PLATE I ~ _Mn HnR ~ Address: 1450 Wellington Way Zip: 55122 Lot: 6 Block: 1 Subdivision: Steeplechase of Eagan THE FOLLOWING CCEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON Yes No Comments Pinal grade - 6" from siding Permanent st s- gara e Permanent ste s- main entry Permanent drivewa Permanent gas Retaining Wall or 3:1 Max Slo e Sod(Seeded lawn TraiUcurb damage Porch Lower level finish Deck X Fire lace . Verify with your 6uilder that roof test caps from the plumbing system have been removed. . Tum off water supply to the outside lawn fauceu before freeze potential exists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irriga6on system. ~ BUILDING [NSPECTOR: CONTRACTOR: Toll Brothers 250 Gibraltar Rd Horsham, PA 19044 2007RESIDENTIAL BUILDING rERMiT aprr.icaTiorr City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 ` New CorrsWdion Reauirements RemodeUReoair Reauirements Office'Use.Onlv 3 registe2d site surveys showirg sq. ft of lot sq. ft, of house; and all roofed areas 2 wples of plan showing footirgs, beams, joists Cert of Survey Recd` Y_ N (20%mazimumbtcoverageallowe7) lsetofEnergyCalculationsforheatedadditions SoilsReport _Y _N t Soils Repod if proposed building is to be placed on disturbed soil 1 sAe survey for additions 8 decks Tree Pres~Plan Reod •_Y _ N. 2 copies of plan showing beam 8 window sizes; poured found design, etc. AddRion - indicate ff on-sBe sepfic system Tree Rres Required, _ Y. N lsetofEneyyCalculations On-sfteSepticSystem_Y _N 3 copies of Tree Preservafion Plan'rf lot platted afler 7l1193 Rim Joist Detail Op6ons selection sheet (buildings wAh 3 or less unifs) Minnegasco mechanipl ventilalion fortn Plans are considered uhlic information unless ou state the are trade secret and the reason. Date 6 l s !2oa7 Construction Cost p~~ ~0,0` ^ Site Address Iys0 w€LL lA)G 7271~-J UniUSte # Er4 (~.4~? r~~ 5 S/ 2 2 f)YI.Ii ~ Description ot Work IJ~ ~ p~-L-~'L Multi-Family B?dg _ Y k' N Fireplace(s) k' 0 _ 1 _ 2 ~ e-I y Property Owner tZAvn xS N Tetephone ) li 92 Contractor /?+E+.1 FAo'??(~CIZ C.fl2^) 5, T2•'jG7-Zc^, r-J L• Address lyL/c~o P~G1J City /,'3U~4~SJi L~ State ~ Zip Telep6one # (6?!2) ~ 2$ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Catesorv 1 _ Minnesota Rules 7672 Energy Code Category . ResidenGal Ventilation Category 1 Worksheet • New Energy Code Worksheet (J submission rype) . Submitted Submitted . , - .-Energy Envelope Calculations Submitted In The last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _ Y _ N If yes, date and address of master plan: Licensed Plumber iu I Telephone ) Mechanical Contractor n iN 0 g 2g07 Telephone J Sewer/Water Contractor Telephone ) I hereby apply for a Residential Building Pernut and acknowledge that the informarion is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a pemtit, 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 ofplans. =/.iJ ApplicanYs Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE ~ Sub Tvqes a;? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ettt. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 OS-plex < 18 Deck ? 23 Porch (screen/gazebo/pergola) ? 36 Multi Misc. ? OS 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work Tvaes 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ~1 , 32 Addition ? 36 Move Building ?42 Demolish Foundation ? 45 Fire Repair / ' ' ? 33 Alteration ? 37 Demolish Building* ? 43 Reroof ? 46 Windows/Doors ? 34 ReplaCement •Demolition (Entire Bldg) - Give PCA handout to applicant ' DBSCrIpfIOfl:TWaterDamage_Yes . „ y . Valuation 'Occupancy~" MCES System ' .~-PFan f2` ieuV,, _4A.100%,~r _ 25% Code Edition ~,,%-Een6srCode l-~ Zoning City Water SAC Unifs Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const ~ Width , REQUIRED INSPECTIONS Footings (new bldg) Sheehock ~C Footings(deck) _ FinaVC.O. ! Footings(addition) lC FinaUNo C.O. Foundation HVAC _ Drain Tile Other Roof _ Ice & Water _ Final _ Pool Ftgs Air/Gas Tests Final _ Framing _ Siding _ Stucco Lath _ Stone Lath _Brick _ Fireplace _ R.I. _ Air Test _ Final _ Windows _ Insula[ion _ Retaining Wall Approved By: l-,, , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC j41x1-^" City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total F9Certificate of Survey TOLL BR4THER. oF 1400 Corpotate Center Curve I 1450 WELLINGTON WAY Eogan, MN Zip 55121 - ; w A 3:1 Maximum Slopes c; WSTAM EE&.0Sc10~N,, ~ T ~ or r~:tia:ning Wall Wilt Be Feeyuired ~ 59143 987.4 3'~r"'~^r X l A O 'M9g ~urb ~ 5 988.] o x ~ --ProP° S~ructed) 980.7 ~oL c0 O ~ r~ curb stoP 9B .9 8~ y 9~~ n 989.4x ~ 89.8 NOIiTtl 9 ToP IP' r " _ - ToG IP' 986.57 I 25.9$ proposed i21.50 39.11 999.47 ~ i~ drivewoy %9 9.0 7 I 4.1% x O u~i m ~ ` ~ 0 30 I Ilocotion o/ Sanitory o~d M~ n p ~~+'~{~A~ 995.BX I Waler slub pal 0 ~/Y I RLK-Kuusisto Plon ~.ENM t~aG 6~ I SCA~T I ~ n., ~'~~Y I F 9e2.4x II 9s° ° 14.58 P0.29.1396 ~ 2 ~-~i , o n`„ Bti: I ~ M 6 L-- ~ ~ ~ ~ ~ ~ ^ proposed house DATE:tD' " 16 9' poured O~ wolkout 6asement 8(~~ / NG I;:, pgC p ~ ~ Y ON D1VISroN v ~ 13.79 25J9 ~ j9. / ~ 9 i__ ~ 79. ~ . ~~C~ rop iP= I19.90 I~ ao,20.42•00 -6 978.40 r---; 9~g, g~8' L 978.66 V-11, 17,174 y+ BY X 977.3 ~ 3/27/o b ~ droinoge ond utility xS7¢5_ ' eose xeni per plat " i~ ro ^p. L-------- - ~-~,r~~ f } 976.3 I. , HWL- t ~ N ! 9615 ~~afln' ~ . wuWL- ' , 67. ~ . BS. ~ ~ ~ ` ~ 96s,9 57.74 ice elev. as l~ N88'49'58"E 3-15-06= ~ ~i Ti ~T n 964.9 ~(yf~ vv i ~.v ~ n ` l7 " POND WO House Lp 56.1 LEGEND Garage left NWL=967.5 MinimUm loWest flo0f HWL=970.8 Iron monument found r= Drainoge Direction elevation = 979.6 p- Iron monument set and morked = Proposed 10' contours from grading plan wlth Ilcense No. 23968. = Proposed 2' contours from groding plon p= Offset fron s Existing 10' contours BENCHMARK = Exiating 2' contours ~ = Dralnage & Utlllty Easement Existing sonitary sewer Top Nut Hydrant Lots 6 ond 7, Block 3, Steeplechase of Eagan aeo.o = Existing Elevation -G<- = Existing storm sewer Elevotton = 989.61 feat (NGVD 1988) Q~ _ proposad elevotion from grade - I-= Existing water or development plan O = Sonitary manhole nu = Gate valve SITE BENCHMARK eearings shown are assumed ~ = Catch Basin Q = Storm Sewer Manhole Top of offset IP opposlte northeost corner San, Sewer Stub Elev.= 975.5 VJA7ER CURB STOP of bullding envelope. Elevation = 989,47 feet D = Flored end section L ot 6. B I O Ck 1 PROPOSED AREAS PROPOSED ELEVATIONS Area of Lot 6, Block 1= 17r174 $q. Ft. Garage floor elev. = 988•24 S T E E P L E C H AS E Proposed House = 3 157 S Ft. Top of block elev. = 988•57 Proposed Drlveway = 48 Q. t. Lowest floor elav. _ y~gg CJ F EAGAN Percent of lot Coverage= 27 0 Drawing File: 700\L6.B1 DWG DAKOTA COUNTY, MINNESOTA Project No. 03-730-L Subject to easements of record, If qlly. Toll Bros. Code = 32, SPR #zzsei w Duluth, MN. \ Hibbing, MN. I hereby certify that this survey, plan or report was prepared by Ham Lake, MN. Minnetonka, MN. me or under my direct supervision and that I am a duly Registered I Land Su under the I the 5tate of Minnesota. icvtwsxo i'rn~ Phone: (952) 933-0972 Morch 15, 2006 Fax: (952) 933-1153 www.rik-kuusisto.com K ~t M. KISCh. MN iCellse No. 23968 Dote 6110 BlueClrcleDr.•Suite#100•Minnetonka,MN.55343 Mor 16, 2006 2:08pm o,,.rwe.~ i,..\9nOl-7t0-1,1\tlwaV00\VOID - Lot CeO5\Copy-af-1-6.81dwg.tlwg . PERMIT City of Eagan Permit Type:Building Permit Number:EA178142 Date Issued:08/02/2022 Permit Category:ePermit Site Address: 1450 Wellington Way Lot:6 Block: 1 Addition: Steeplechase Of Eagan PID:10-72540-01-060 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. If water damage is encountered, please call (651) 675-5675 to schedule a site visit to verify the extent of the damage. Any repairs must be inspected prior to covering. The inspector will determine if an additional permit will be required to repair the water damage. Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Neeraja R Maddi 1450 Wellington Way Eagan MN 55121 (651) 332-9533 Minnesota Restoration Contractors Inc 12252 Nicollet Ave Burnsville MN 55337 (952) 479-7131 Applicant/Permitee: Signature Issued By: Signature