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4898 Steeplechase Ct Certificate of Survey koTOLL BROTHERS oF r 1400 Corporate Center Curve , 4898, 4900, 4902, 4904 STEEPLECHASE COURT Ea an, MN ~oI OWNED oo Te ` g4a~EIev=9 4.40 \ 0~ "T+P PiPe ToP Pipe~ 6 1 =941.82`T37 i -n ~v ~ ze.o - - ;sz,J ~N76 p6 .2.,, ~s 3:1 rula~imurr? ~ i t~-, ~ s° o~~ 98. 6~ Re4alning Wall 1Ni16 > m ~ S ~ a ~ a.>, ` • ~ ~p F~uir~ ~ a 9579 e~ 51. m a 1 io afo oveo 1 . 4 L}~x'i • ~ ~@. ~0 .0 •M ~fn~ ~5i~ T pe 1M} ssa, p Ei aPi9<a.~ ~ O> , T 0~.~QPiP1 ~ i~ '~i0 6~ O~ G NP N ~ c ~eso. ~ ,y,,., \`Ti `"~°creo, °o• vo 'F 9.>0 LP7.5 Z ~o o NWL=938A ~p NQ \aex.n,~' ~•f ~p +~j• ~ ~ HWL=941.3 oP Pipe • ~ f ssx.e opF Eler9~44.0 95].S ~ [J 95].9 \ ~p~ cu.a J 0 ~ O W * e ,g ~ ~\1 ssx. ~9e`~04 `r r' -G! To ~ip 951. ~ ~ p ~ ssx.e ~ ~ V~ +~,4~ ~iC `3 .S'11 1 O ~ ~e \ ~ ~ P Q4 ToP ~ipe g~b EP~ ' 0} n.~.~ 1~ EI<v=943.5 ~ ta O~ 1~!6 ? p~f g . P• e ~ r 9~0.. ~ s..g z6r a`0~q0 \ us $O ~ J ( ~i s.sc.~ O ( ~a Soa ~ Q ~ ~ a s.4.e 6 o.r. C) 7oP Sipe .s ~ N Elav=951,97 ` Op ~a ~ 4 ~ a>:.x T f p ay, a... ` . qe g Q a~ 6`,N c. `g~pi 95].9 . O ~ S\ ,~,~Q ~7 .91 I -__x944~_~ ~ S 95J; 0Q~ l tl V u ipe \ C) 9xia ew.e Top Pip 0 O~\ s.sr1 ToP P . lev=952. yas.a Elev=947. `T/~', 950J 9 Op •94]\ 9RR,~• 3. x L-./ `_v 931.Q(~!~" 1O i.o Top Pip ' I A.0 3 pg/ ToP Pi ~ e ~O leva~ •06 NoxTa Mlnimum lowast floRfi~" ~o^ o' N 6 elevatlon = 945.0 ~o'o t„b ~ ' . 7 RaPvo o~p wo~°~o p~o~ Existing Buildina ~9+ yoNtor K~s~l ~ waikouc ~ O Sea. 3ewsr 3tub E!ev.=941,5 0 30 per RLK Conatruction plane Contours shown per dated 7-6-05 approved grading plan. SCALE IN FEET BENCHMARK SITE BENCHMARK PROPOSED ELEVATIONS Top Nut Hydrant Lots 6&7, Block 5, To of offset IP northweat corner of /~898, 4900, 4902, 4904 Steeplechase P Elevation = 961.02 feet (NGVD 1988) buildtng envelope. Garage floor elev. = 953.4 Elewtion = 951.34 feet, as shown hereon. Top of block elev. a 953.7 Loweat floor elev. = 945.0 AREA LEGEND Lot 1, Block 7 Area = 17,963 Sq. ft. Iron monument found ~o--= Oroinage Direction Totpl CondO area = 703,324 5q. ft. p= Iron monument aet and marked -840- = proposed 70' contour 20% Max. Coverage = 140,665 sq. ft. with Iicsnse No. 23968. -842- = Proposed 2' contour Foundation Lot 3, Block 6 = 9073 sq. ft. o= Offset tron -840- = Existing 10' contours Foundation Lot 1, Block 7 = 9074 sq. ft. -7- a Drainaga & Uttlity Easement -842- = Existing 2' contoure Foundation Lot 2, Block 7 = 7106 sq. ft. - < - = Existing aanitary sewer _ Foundation Lot 1, BIOCk 8 = 6676 sq. ft. xeoo•o = Existing Elovation = Existing atorm aewer Foundation Lot 5, Block 8 = 9072 sq. ft. <J~ ° Proposed elevatlon from grade - I Existing water Total Foundation covera e = 41,001 S ft, or development plon Q = Sanftary manhole 9 9• oa = Gata valve Remaining coverage Availoble = 99,664 sq. ft. L o t 1 ~ V' O Vk 7 Bearings shown are asaumed S T E E P L E C H AS E Drawn: JAG Checked: KMK Drawing File: 700\718-L1,87.DWG OFEAGAN Project No. 2006-408-L DAKOTA COUNTY, MINNESOTA Subject to easements of record, if any. 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 Licensed Ham Lake, MN. Land yor under thG»~'' f the State of Minnesota. RTwK Minnetonka, MN. rNcoxroiu+TFn phone: (952) 933-0972 June 4, 2007 ~ Fax: (952) 933-1153 Kurt M. Kisch, MN License No. 23968 Date www.rlk-kuusisto.com 8-19^07 Spot 81BVatiOnB added 6110 Blue Circle Dr. • Suite #100 • Minnetonka, MN. 55343 Jvn 19, 2007 7:57a7 T.\TOII Brothers\2006-408-L\dwg\700\718-L1,87.dwg ~ Address: 4898 Steeplechase Ct. Zip: 55122 P mit: 78412 ' 0/ THE FOLLOWING 1TEMS WERE/WERE NOT COMPLETE AT Ft1YAL INSPECTION ON : Yes No Comments Final grade - 6" from siding Permanent ste s- ara e Permanent ste s- main entry Permanent drivewa Permanent as Retainin Wall or 3:1 Maac Slo e Sod/Seeded lawn TraiUcurb dama e Porch Lower level finish Deck X Fire lace • Verify with your builder that roof test caps from the plumbing system have been removed. . Tum off water supply to the outside lawn faucets before freeze potenrial exists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing urigation system. J BUILDING INSPECTOR: GBldg Insp/Forms/2007/Checklists Date: 5/29/07 Revision Date: 5/29/07 New Construction Site Information Address 1: 4898 Steeplechase Court Project Steeplechase of Eagan Address 2: Lot: 33 Block: 7 City: Eagan County: 5ubdivision: Aaplication Information Business Name: Ray N Welter HVAC MN Contractor License Contact Person: JOE Office Ph: 612-8256867 Fax: Cell Ph: Address 1: 4637 Chicago Ave. So. City: MPLS. State: MN. Zip Code: 55407 House Details Square Feet: 3357 sq. ft. Avg. Ceiling Ht: 12.25 Number of Bedrooms: 4 ft. Ventilation : Balanced Totai Ventilation Capacity : 180 cfm. Minimum Continuous Ventilation :75cfm. Intermittent Ventilation: 105 cfm. Combustion Aoaliance Water Heater: Power Vent Input BTUs: 80,000 Independently Vented Furnace/Boiler: Direct VenUSealed Combustion Input BTUs: 80,000 Independently Vented Other Combustion Appliances 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 Exhaust Eauiament Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 110 Make-Ua Air No Make-Up Air Required by Code Combustion Air Round Rigid Required: 5 inches or Insulated Flex: 6 inches ApplicantName(print):6)e-~~iti fw. Signature/Date: ~y Code Official (print): Signature/Dat . 0 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 ~L -79L11a 4,37/. P PL 78,q30 90•50 2007RESIDENTIAL BiTILDING rERMiT nrrLicWT oN79,`~ 3~ City Of Eagan 5~ 7~6~`/_Va;z 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Conshuctlon Reouirements RemotldlReoair Reauiremenis Office Use OnN ~ 3 regislered site surveys stwwing sq. ft. of IW, sq. fl. of house; and all roofed areas 2 copies of plan showing foofings, beams, jasLS Cert of Survey Recd rY _N (20%maximum iot covera7e allowed) 1 set of Energy Calculations lor heated atlditions Soils Report _Y ~~N 1 Soils RepoM1 if proposed building is to be placed on distur6ed soil 7 site survey for additions 8 detks Tree Pres Plan Recd _ YYPl ~ 2 copies of plan showing beam & vnntlow s¢es; pared found design, etc. Addifion - indcafe il orrsite septic sysfem Tree Pres Requ'ved -Y yk ~ 1 set of Energy Calcula6ons On-site Sep6c System _Y "Ll ,3 copies of Tree Preservatlon Plan it lot platted atler 717/93 F Rim Joist DeWil Opfians selection sheet (buBdings witl~ 3 ar less units) SEC ~r/ - ~Minnegasco mechanical ventilation form . Plans are considered ublic information unless ou state the are trade secret and the reason. Date4!~/ ~ /.g,7 4keA ructionCost SiteAddress Con ~ UniHSte # C~Lw~ S3% l.~rl' glac-l1- ~1,, Description of Work ~ Multi-FamilyBldg Y_ N Fireplace(s) _ 0 ~ 1 _ 2 ,IIN p 5 PropertyOwner ~ ~Q.~~Jj• //K~. Telephone#( \ ' Contractor Address CitY Sta[e - Telephone#(L Z COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 _ Minnesota Rules 7672 Energy Code Category . Residenfial Ventifation Category i Worksheet • New Energy Code Worksheet (d submission type) Submit(ed Submitted . Energy Envelope Calculations Submitled In ihe~t 12 monfhs, has the City of Eagan issued a permit for a similqr play~based o~M1 a mas r pla z Y N If yes, daTe and address of master plan: Licensed Plumber 9'Lo~ n~TN Telephone #(/03) 6a Mechanical Contractor ~ ~.l 7,%3}1 Telephone #((i12 )~LS 067 Sewer/WaterContractor Telephone#6(a)~bv I here6y 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 without a permit that the work will be in accordance with the app4Applicant the case of w k which requires a review and approval of p ~~~ApplicanYs Printed Name gnature f~e C_ DO NOT WRI E BE~o W THIS LINE ~a-l,f~~~. D Sub Tvpes ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 POOI ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of._ plex ? 09 07-plez ?17 Garege ? 22 Porch/Addn. (4-sea.) ? 33 Ezt. Alt - SF ? 04 02-plex ? 10 OB-plex ? 18 Deck ? 23 Porch (screenlgazebo/pergola) ? 36 Multi Misc. ? OS 03-plex ? 11 10-plex ? 19 LowerLevel ? 24 Storm Damage ~ 06 04-plex ? 12 12-plex ? 25 Miscellaneous rk T es 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building' ? 43 Reroof ? 46 WindowslDoors ? 34 ReplaCement `oemolition (Entire Bldg) - Give PCA handout to applicant D2SCrIpfl011: Water Damage _ Yes Valuation Occupancy MCES System PlanReview _100%or~y25% Census Code Zoning City Water SAC Units ~ Stories Booster Pump # of Units Sq. Ft. ~ PRV ~ # of Bldgs Length Fire Sprinklered Type of Const v ~ Wdth 4t, - REQUIREDINSPECTIONS ~ Footings (new bldg) Sheetrock Footings (deck) ~ Final/C.O. ~ Footings (addition) - Final/No C.O. Foundation HVAC Drain Tile O[her Roof Ice & Water Final Poo] F[gs Ai Final Y Framing Siding _ Stucco Lath Stone Lath _Brick ~ Fireplace ~ R.I. _~&r Test 'N,/Final _ Windows Y Insulation _ Retaining Wall y~ Approved By: Building Inspector Base Fee Surcharge ~ r~r~,' 1lQ ( b x~~~ Plan Review ~ MC/ES SAC ~ ~f~~ ~Q v 7 City SAC ~ ~ Utility Connection Charge v~ ~ `.j ~ S8W Permit & Surcharge SE.~~y,~ - Treatment Plant License Search ~ Copies Other V._~1l ? Ld~~~~. Y~ ~ 3 310 Total ~c 6 ~/30, REScheck Software Version 4.0.1 Compliance Certificate Project Title: Glencoe Model Report Date: 05/17107 Data filename: K:1_ENGINEERING SERVICES\_HVAC DEPT1_Energy Calculations\MN\Steeple Chase of Eagan- Carriage-S EC R1033\Glencoe-Classic-033-20D61 RC. rck Energy Code: 2006 IECC Location: Minneapolis, Minnesota Construction Type: Multifamily Builidng Orien}ation: Bldg. faces 45 deg. from North Conditioned Floor Area: - 1911 ft2 Glazing Area Percentage: 2$°/a Heating Degree Days: 7981 Climate Zone: 6 Construdion Site: Owner/Agent: Designer/Contractor: Steeplechase of Eagan - Carriages- SECR Toll Brothers Inc. Toll Brothers Inc. 4898 Steeplechase Court 250 Gibraltar Road Eagan, MN 55122 Horsham, PA 19044 Percnit # 033 Permit Date: 05117l2007 ~ . D. Flat Ceiling: Flat Ceiling or Scissor Tmss: 1913 44.0 0.0 52 Wall Ceiling: Flat Ceiling or Scissor Truss: 242 44.0 0.0 6 Skylight 1: Vinyl Freme:Double Pane with Low-E: 16 0.560 9 SHGC: 0.32 Garage wall: Wood Frame, 16" o.c.: 267 79.0 0.0 15 Orientation: Front Door 5: Solid: 77 0200 3 Orientation: Front Band Joist: Wood Frame, 16" o.c.: 65 19.0 0.0 5 Orientation: Front Exterior Wall 6": Exterior Wall 6": 972 19.0 0.0 41 Orientation: Right Side Window 2: Vinyl Freme:Double Pane with Low-E: 253 0.350 89 SHGC: 0.33 Orientation: Right Side Door 7: Solid: 20 0.200 4 Orientation: Right Side Door6:Glass: 20 0.340 7 SHGC:027 Orientation: Right Sitle Basement Wall 7: Solid Concrete or Masonry: 966 0.0 10.0 47 Orientation: Front Wall height: 9.0' Deplh below grade: 8.5' Insulation depth: 85 Window 3: Vinyl Frame:DOUble Pane with Low-E: 89 0.350 31 SHGC: 0.33 Orientation: Fronf Door 9: Glass: 40 0.340 14 SHGC:027 Orientation: Front Furnace 1: Forced Hot Air: 92 AFUE Air Conditioner 1: Electric Cencral Air: 13 SEER Glencoe Model Page 1 of 5 1 . Compliance Statement: The proposed 6uilding design described hera is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2006 IECC requirements in RESCheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. I~Sa M l~ros5c- ~t~sst. bt~c~#vr o(I hercby certi fy that 44is plan, sp~i- r~it19• fl"r,. Name - Title niem,v dircc[ ~upervision Date and chat I am a r1u;y I.:censed Praject Notes: Hrc;,"e_:.ionai Gr:s;iacer under Iha Elevation: Classic 1aq's oi t}te $ig;c pt'jyjjnnesoty Options: 013, 017, 152, 187, 383, 543 900033006, 900033010 Print Name: .ISA M. GROSSE Kunjal Patel Sig7at:i(C: Task 51445 Order 73615 Date Z( O'~ Lic N44835 Glencoe Model Page 2 of 5 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTY LEGAL: ~:S"L-ArSe- OY ~~ca,n DATE OF SURVEY: LATEST REVISION: m ~ c A U a ~ Y Z a DOCUMENT STANDARDS ,~qv~ • Registered Land Surveyor signature and company ~ ? ? • Building Permit Applicant ~ ? ? • Legal description ? ? • Address ~ ? ? • North arrow and scale • House type (rambler, walkout, split w/o, split entry, lookout, etc.) 19 • Directional drainage arrows with slope/gradient % ,P1 • Proposed/existing sewer and water services & inveR elevation ~ ? ? • Street name ~?19 • Driveway rad & width - in R/W and back of curb, 22' max.) - S~ow 9~ade c9~ PL~~I i~?t uY~ ,0' ? ? • Lot Squar ootage '~z 0 0 • Lot Coverage ELEVATIONS Existina ~ ? ? . Property comers ?,z . Top of cur6 at the driveway and property line eutensions ? 0,0 • Elevations of any existing adjacent homes • Adequate footing depth of strudures due to adjacent utility trenches '@ ? ? . Waterways (pond, stream, etc.) Prooosed 'z ? ? • Garage floor ~P} 0 ? • Basement floor ,a ? ? • Lowest exposed elevation (walkouUwindow) ,.e 0 ? • Property wrners 00 .8 • Front and rear of home at the foundation fS3.3 6 a.o aiz" xhlqt,,~7 ~ y4r,,V,/,e ztl - PONDING AREA (if applicable) ~121 ? ? • Easement line ~ ? ? • NWL ~X ? ? • HWL ~ ? ? • Pond # designation sd ? 0 • Emergency Overflow Elevation ? '0 0 • PondlWetland buffer delineation Y ~ • Shoreland Zoning Overlay Distrid Y • Conservation Easements DIMENSIONS ,f1 ? ? • Lot lines/Bearings 8 dimensions 'K . Right-of-way and street width (to back of curb) „t( • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all strudures requiring permanent footings) . Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and sideyard setback of adjacent existing structures ,e( ? p . Retaining wall requirements: Reviewed By: Date ~i/~~Q~ , G:/FORMSIBuilding Pertnit Application Rev. 11-26-04 13L '78"44a 11091.9~ ' PL 78443 90.so ' 2007 RESIDENTIAL BUILDING PERMIT APPLICATIO ~-/V4~049 City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 ~K(9 -1-6445 Telephone # 651-675-5675 FAX # 651-675-5694 (,0~-7a • Q New Conslmction Reauirements RemodellReoair Reauirements Office Use Oniv 3 registered site surveys showing sq. fl. oi lot, sq. ft M house; and all roofed areas 2 wpies of plan showing (ootlngs, beams, joists Ced of Survey Recd _ Y_ N (20% maximum lot caverage allowed) 1 set of Energy Calculauons for heated additiom Soils Report - _Y _ N 1 Soils Report i( proposed builtling is to be placed on tlisfurbed soil 1 site survey fa additlons 8 decks Tree Pres Plan Recd _ Y_ N, 2 copies of plan shawing beam 8 window s¢es; poured found design, etc. Addifion - iridicafe il orrsife sepfic system Tree Pres Required _ Y_ N i set of Energy Calwla6ons On-site Septic Sys[em _Y _ N 3 copies af Tree Reservalion Plan H lot platted after 717193 RimJoistDeWilOptlonsselectionsheet (bu0dingswith3orlessunits) Mnnegasco mechaniral ventilation form - Plans are considered ubiic information unless ou state the are trade secret and the reason. Date Cp / ~ / -!27 onstruction Cost Site Address _0~ ~a ~ 1n a P~f(P ~ Uuit/Ste # ~e 17 Description of Work Muiti-Family Bldg _ N Fireplace(s) _ 0 ~I _ 2 VV Property Owner Telephone # ( ) ~ Contractor Address J// State /!/yV Zip !nS-722 Telephone # (jI COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv ] _ Minnesota Rules 7672 Energy Code CategOry , Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (J submission type) Suhmitted Submittetl . Energy Envelope Calcula[ions Submittetl In fhe Iq~st 12 monThs, has ihe City of Eagan issued a permit for a similar pl d a tef~,~Ia~~nZ ~~-s""`~ ~ Y N If yes, date and address of masier plan: ~ ase Licensed Plomber Telephone #(~O3) ' Mechanical Contractor ~ l.vrs~l~?~ Telephone l dZg Sewer/WaterContractor TelephoneflG12-) 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 pennit, 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 pl the case of work ich requires a review and approval of pla ~~Y~7"`o'""`~? 01 ,o ApplicanPs Printed Name ApplicanPs Signature ~e ~~~L r DO NOT WRITE BELOW THIS LINE r- iA ~ Su6 Tvpes ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? OB 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01of._plex ? 09 07-plex ?17 Garage ? 22 Porch/Addn.(4-sea.) ? 33 Ext.Alt - SF ? 04 02-plex ? 10 OS-plex ? 78 Dedc ? 23 Porch (screenlgazebo/pergola) ? 36 Multi Misc. ? OS 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage 'tlil- 06 04-plex ? 12 12-plex ? 25 Misceilaneous Work T es 31 New ? 35 Int Improvement ? 38 Demolish Interior 0 44 Siding dy 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building' ? 43 Reroof ? 46 Windows/DOOrs ? 34 Replacement 'Demolition (Entlre Bldg) - Give PCA handout to applicant DeSCI'iotiotl: Water Damage _ Yes Valuation 000 Occupancy MCES System Plan Review 100% or ~ 25°/a Census Code Zoning J00 City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered i Type of Canst ~ Width REQUIItED INSPECTIONS ~ Footings (new bldg) Sheetrock Footings (deck) ~ Final/C.O. Footings (addition) Final/No C.O. ~ Foundation _ HVAC Drain Tile Other Roof Ice & Wa[er Final Pool Ftgs $!n, Final Framing Siding Stucco Lath _Brick Fireplace ~ R.I. ~AirTest V Final Windows ~ Insulation 7c _ Retaining Wall Approved By: Building Inspector - Base Fee - ~ ~8 Surcharge G ~ s~ ~ ~ Plan Review qg MC/ES SAC - ~ ~ ~ ~ j0 ~ ~~tv sA~ 3 L Utility Connection Charge 3poj) F/ `C r 7 rG~ l S8W Permit & Surcharge •qg Treatment Plant ~~r~ ~.l r7 License Search Copies Other ToWI `71 ~ ~f~C ` q3A , a a REScheck Software Version 4.0.1 Compliance Certificate Project Title: Medina Model Report Date: 05/77/07 Data filename: K:1_ENGINEERING SERVICESI_HVAC DEPTS_Energy CalculationslMN\Steeple Chase of Eagan- Camiage-SECR10341Medina-Classic-034-20061 RC.rck . . Energy Code: 2006 IECC Location: Minneapolis, Minnesota Construction Type: Multifamily euilidng Orientation: Bldg. faces 45 deg. from North Conditioned Floor Area: 7723 ft2 Glazing Area Percentage: 26% Heating Degree Days: 7981 Climate 2one: 6 Construction Site: OwnerlAgent: DesignerlContractor: Steeplechase of Eagan - Cartiages- SECR Toll Brothers Ina Toll Brothers Inc.. - 4900 Steeplechase Court 250 Gibraltar Road Eagan, MN 55122 Horsham, PA 19044 Permit # 034 Permit Date: 0511712007 . D. Flat Ceiling: Flat Ceiling or Scissor Truss: 1658 44.0 0.0 44 Skylight 1: Vinyl Frame:Double Pane with Low-E: 16 0.560 9 SHGC: 0.32 Sloped Ceiling: Cathedral Ceiling (no attic): 110 44.0 0.0 3 Garage wall: Wood Frame, 16" o.c.: 179 19.0 0.0 10 Orientation: Front Door5:5olid: 17 0200 3 Orientation: Front Band Joist: Wood Frame, 16" o.c.: 171 19.0 0.0 10 Orientation: Front Exterior Wall6": Exterior Wall6": 577 19.0 0.0 20 Orientation: Front Window 2: Vinyl Frame:Double Pane with Low-E: 137 0.350 46 SHGC: 0.33 Orientation: Front Door 7: Solid: 20 0200 4 Orientation: Front Door 8: Glass: 20 0.340 7 SHGC: 0.27 Orientation: Front Knee Wall: Wood Frame, 16" o.c.: 60 19.0 0.0 4 Orientation: Front Basement Wall 1: Solid Concrete or Masonry: 381 0.0 10.0 15 Orientation: Front Wall height: 9.0' Depih below grade: 8.5' Insulation depth: 8.5' Window 3: Vinyl Frame:DOUble Pane with Low-E: 69 0.350 24 SHGC: 0.33 Orientation: Front Door 9: Glass: 40 0.340 74 SHGC: 0.27 Orientation: Front Medina Model Page 1 of 5 . Fumace 1: Forced Hot Air: 92 AFUE Air Conditioner 1: Electric Central Air: 13 SEER Compliance Statement: The proposed building design dascnbed here is consistent with the huilding plans, specifications, and other calculations submitted with the pertnit application. The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. r 1 hcre3y certify t6at this plan, speci- IV1.5o- itA- CfyvVA -~t• ~ll'tof4'orenf tication, cr repa: t was prcpared by Name • rine me or S@ggruf@y irect supervtsion oate and that 1 arr, a duly I.icensed Project Notes: F'rotessior...l 8ngineer under the I&ws oFtho Slxtc of hlinnesota. Elevation: Classic Options: 013, 016, 017, 744, 151, 187, 383 print Namc: I SA M. GILOSSE Kunjal Patel ~ Task 51447 Order 13615 Signatftl'C: Date u 01 Lic nse 944835 Medina Model ~ Page 2 of 5 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERIY LEGAL: L 1, 81OGk -7~~Q~11 I~S~ OY Lz eca..^ DATE OF SURVEY: ' LATEST REVISION: d m c m r U Q ~ Y z ¢ DOCUMENT STANDARDS J1 • Registered Land Surveyor signature and company ~ ? ? • Building PermitApplicant ~ ? ? . Legal description . jd ? p • Address ~ ? ? • North arrow and scale . House type (rambler, walkout, split wlo, split entry, lookout, etc.) ,ff • Directional drainage arrows arith slope/gradient % ,Q . Proposed/existing sewer and water services & inveR elevation ~ ? ? • Street name ~dv~i~ • Driveway rad & width - in R/W and back of curb, 22' max.j- 9re c9M 2o-C4 dii?Gul~v .6' ? ? • Lot Squar ootage ~ ,B ? D • Lot Coverage ELEVATIONS Existin ~ ? ? • Property corners Top of curb at the driveway and property line extensions ??,H . Elevations of any existing adjacent homes )a • Adequate footing depth of structures due to adjacent utility trenches ,0 ? ? . Watenvays (pond, stream, etc.) Prooosed ,0 ? ? • Garage floor Q p ? • Basement floor ,Z 0 0 • Lowest exposed elevation (walkouVwindow) 'zr ? ? • Property comers dd • Front and rear of home at the foundation fSs'.3 d 2st mio~ -~Cl~ ~5~~~e pii.' 'Z* PONDING AREA (if applicable) '0 . ? O • Easement line . ~r 0 ? • NWL ~ ? ? . HWL ~ ? 0 • Pond # designation Sd ? ? • Emergency Overflow Elevation ? ~ ? . Pond/Wetland buffer delineation Y rg) • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ? ? • Lot lines/Bearings & dimensions • Right-of-way and street width (to back of curb) ? p • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring pertnanent footings) ,9 • Show all easements of record and any City utilities within those easements • Setbacks of proposed structure and sideyard setback of adjacent existing structures 2f 0? • Retainirig wall requirements: Reviewed By: Date J/dQ7 G:/FORMSBuilding Permil Appliwtion Rev. 11-26-04 Certificate of Survey kol' TOLL BROTHERS OF 11 J~ g~COF 1400 Corporate Center Curve 4898, 4900, 4902, 4904 STEEPLECHASE COURT ° Eagan, MN 55121 ' ~ ` \95 ~g rE Eev 91P4.40 TOD\e~l.~ RE~~Y~~~~ 02 ~941.82 N7V 06 /+7~ 1 (r. .e_ ~ . ~ ~]R.V /9s ~ ;5~` AAaximum Siopes ~ Retaining Wall Will ;o1"I (0:' Be Required J c" .i.~ 4 y "1'1 H z ro P7 ~ C17 O } Eia a95 ~ 11 / ' ~5rp? T Pipe 1 r ~.~o m~~ ~d~ t v..xS• EI 944 ,d(J ~ 0 > To0 PiP' a z Z A V-990.8 yexe .$2.. LP 7.5 9 Si v ~.a ~ •u ,~.o~c NWL=938.4 ~ ~r. HWL=941.3 z , ~ dc 5 oe N~Q{~Jz oP PiPe . ~ r I 9Q~OQ 1o~°q ~ fo ee:.e ~P~g°e~9~5.~Y m Elev=94.4 oeoo a ( , i.0 . s:.s O ous ~ r G ~p O,F \N ~ 4' 1 s..e ~yi~~?-~ To p P~e lovn l. ~i \ ssx.e O O Np~ l1 v e` e~,~ SIO \951.] p~/6 4. qGG~ Oa` 1 ~~p ~50~1 Top Plpe Q~O~e`~, ~ '1A'1 r• sso.> ~NO~ G m~~ 1 $BS o...~ , EIe.913.5 gJ@`_ pa 9N. $a e~r9.s. ~ N . [Sl • ToP ipe \ 9u~ GA ~'f X~D1 su.e g 1 940 2 Elev=951.87 ~ 9 ° 1 nex.r p O~ Q•O 1Top ~pe N 'foR w~. . 1 ~e 3.33 ~ QO ~ Q d"J 952.s ~~951 i ~ O ~5~os~ Q.11 , -~„9...5 IN~ LIL 'i ` 9]0.6 9l0.E ToP Pip 933 .2 Op46.9'~ y Top Pipe ERI EYER CONTitO Iev=952. .i~ Elev~ ~3 0 s. e\ . ( OQ 9!0.7 G d •9lS.Ol\ 9ftl E.5 iI 46• $l]`Q.I~ ~ l si.o ToP Pipe yg IN~~~!~ E~ g~ ION ' BLiW G Y 10 = 51.3~6i ~5~0 \ U' . . nN 5 1 m`~ Elev= ~~6 •O fj ~QL / NORTH Minimum lowast floor N 4 elevatlon = 945.0 ` ~o ^ • ' T S 57 j l'~ / ~ oppro( o~p\wss~o , ~ E.isting Buildino ~ ~ S Pfo ~ ~ Ot9 , yondoR _gu I ~ 0 Walkout V ° San. Sevrer Stub Elav.=941.5 O 0 30 per RLK Construction plans Contours shown per ~ dated 7-6-05 approved grading plan. SCALE IN FEET BENCHMARK SITE BENCHMARK PROPOSED ELEVATIONS Top Nut Hydrant Lota 6&7, Block 5, Ta of offset IP northwest comer of #~98, 4900, 4902, 4904 5teeplechase P Elevatfon = 961.02 feet (NGVD 1988) building envelope. Garage floor elev. = 953.4 Elevation = 951.34 feet, as shown heraon. Top of block elev. = 953.7 Lowest floor elev. = 945.0 AREA LEGEND Lot 1, Block 7 Area = 17,963 sq. ft. Iron monument found r= Drainage Dlrectfon Total Condo area = 703,324 sq. ft. p= Iron monument set and marked -840-= Proposed 10' contour 20% Max. Coverage = 140,665 sq, ft. with I(censa No. 23968. -842- = Proposed 2' contour FOUndation Lot 3, Block 6 = 9073 sq. ft. a = Offset iron -840- = Exlstfng 70' contours Foundation Lot 1, Block 7 = 9074 sq. ft. a prainage & Utility Easement -842- - Extattng 2' contoure Foundation Lot 2, Block 7 = 7106 sq. ft. - < - ~ Existinq eanitary sewer Foundation Lot 1, Block 8 = 6676 sq. ft. xaoo.o = Extstfng Elewtion = Existing atorm sewer Foundation Lot 5, Block 8 = 9072 sq. ft. Proposed elevation from grade - I - = Exiat(ng water Total Foundation covera e = 41,001 s. ft. or development pian O = Sanitary manhole 9 9 oa = Gate valve Remaining coverage Available = 99,664 sq. ft. L o t 1, B I o c k 7 Bearings shown are assumed Orawn: JAG Checked: KMK STEEPLECHASE Drawing Ffle: 700\718-1-737.DWG O F EAGAN Project No. 2006-408-L DAKOTA COUNTY, MINNESOTA Subject to easements of record, if any. ouiutn, 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 Licensed Ham Lake, MN. Land yor under thGw?'' f the State of Minnesota. PJ.K Minnetonka. MN. INC01iPORATL-D Phone: (952) 933-0972 r June 4, 2007 ~ Fax: (952) 933-1153 Kurt M. Kisch, MN License No. 23968 Date www_rik-kuusisto.com 6-19-07 Spot eleVations add9d 611 O Blue Circle Dr. • Suite #100 • Minnetonka, MN. 55343 Jun 19, 2007 7:57am T;\TOII Brolhers\2006-406-L\dwg\700\718-U,B7.dwg - aL 7~-~37 6 -2 75 91 7~13f L,' T.5V 7514 U o 9o.6v 2007 RESIDENTIAL BUILDING PERMIT APPLICATION ,~y City Of Eagan j~{<J "7-6`~'i'p" 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 ~ New Cons[rudion ReQUirements RemodellReoair Reovirements Office Use Onlv 3 registered site surveys showing sq. ft. oi lot, sq. R oi house; and all roofed areas 2 copies of pian shovring footings, heams, joists Cert ot Survey ReW _ Y_ N (20% maximumlotcovera9eallowed) 1 setdEnergyCalcula6onsforheatedadtlitions SoilsRepat _Y _N 1 Soils Repod itproposed building is t0 6e placed on disturCed soil 1 site survey foradditions 8 decks 7ree Pres Plan Recd _Y ._N, 2 copies of plan showing beam & window sizes; poured found desiqn, etc. AddiRon - indicafe d oo-:efe septic system - Tree Pres Required _ Y_ N 1 set of Energy Calculatlons Omsite Septic System - Y_ N 3 copies of 7ree Preserva[ion Plan R lot platted afier 7/1193 Rim Joist DeWil Op6ons selecfion sheet (6uildings with 3 orless un2s) Minneqasco mechaniwl ventllation fortn Plans are considered ublic information unless ou state the are trade secret and the reason. Date C.P / --!0 ~4.Cons;ructian Cost O L%,e-f-/ Unit/Ste # 35 Site Address Description of Work Multi-Family Bldg Y_ N Fireplace(s) _ 0 )(t _ 2 Property Owner Telephone # ( ) ~ ~ Contractor ~ Address 47 - Cit3' State Zip ~LZ Telephone # (&s( ) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 _ Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (q submission type) Submitted Submitted • Energy Envelope Calculations Submitted In thST 12 months, has ihe City of Eagan issued a permit for a similar pictn bd oWm s r p n? / Y N If yes, daTe and address of master plan: S f~~Q Licensed Plumber Telephone #C;9,3) Mechanical Contractor Telephone #((p(2-) Sewer/WaterContractor ~ Telephone fl&tZ) ~ l3s-s- ~ 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 without a permit; that the wark will be in accordance with the approved in the case of war liich requires a review and approval of plan . ApplicranYs Printed Name Applicant's 'gnature LL ~n . . DO NOT WRITE BELOW THIS LINE Sub Tvpes ? 01 Foundation ? 07 05-piex ? 13 16-plex ? 20 -POOI ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 06-plex ? 76 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of._ piex ? 09 07-plex ?17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. AR -SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo/pergola) ? 36 Multi Misc. ? 05 03-piex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work T es 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 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 DOSCflpt1011: WaterDamage`Yes . . Valuation f(7~~ Occupancy MCES System Plan Review 100% or f 25% Census Code L4~ Zoning ~ City Water SAC Units 0 1 Stories Booster Pump # of Units Sq. Ft. ~ PRV # of Bldgs f Length ~ Fire Sprinklered ~ Type of Const V Width REQUIl2ED INSPECTIONS Footings (new 61dg) _ Sheetrock _ Footings (deck) Final/C.O. ~ Footings (addition) -~4 Final/No C.O. Foundation HVAC Drain Tile Other Roof Ice & Water Final Pool Ftgs AidGas Tests Final ~ Framing Siding _ Stucco Lath one a _Brick y- Fireplace 1~ R.I. _~(AirTest-4 Final Windows 4 Insulation _ Retaining Wall 1- Approved By: Building Inspector - - - , Base Fee Surcharge '7 e~ r ~ Plan Review MC/ES SAC City SAC Utility Connection Charge o o S&W Permit & Surcharge Treatment Plant G~ (~'U N~= V~~ ~~V J 7 License Search Copies Other ,~1 Total gVo F 0 2? qrcs7~'ia REScheck Software Version 4.0.1 Compliance Certificate Project Title: Medina Model Report Date: 05N7/07 Data filename: K:1 ENGINEERING SERVICESI_HVAC DEPT\_Energy CalculationslMNlSteeple Chase of Eagan- Cartiage-SECR1035VMedina-Classic•035-20061 RC. rck Energy Code: 2006 IECC Location: Minneapolis, Minnesota Construclion Type: Multlfdmily Builidng Orientation: Bldg. faces 45 deg. from North Conditionetl Floor Area: 2979 ft2 Glazing Area Percentage: 15% Heating Degree Days: 7981 Climate Zone: 6 Construction Site: Owner/Agent: Designer/Contractor: Steeplechase of Eagan - Carriages- SECR Toll Brothers Inc. Toll Brothers Inc. 4902 Steeplechase Court 250 Gibraltar Road Eagan, MN 55122 Horsham, PA 79044 Permit # 035 Permit Date! 05/1712007 , . .~D. Flat Ceiling: Flat Ceiling or Scissor Truss: 1658 44.0 0.0 45 Sloped Ceiling: Cathedral Ceiling (no altic): 110 44.0 0.0 3 Garage wall: Wood Frame, 16" o.c.: 179 19.0 0.0 10 Onentation: Front Door 5: Solid: 17 0.200 3 Orientation: Front Band Joist: Wood Frame, 16" o.c.: 332 19.0 0.0 20 Orientation: Front Exterior Wall 6": Exterior Wall 6": 1195 19.0 0.0 60 Orientation: Front Window 2: Vinyl Frame:Double Pane with Low-E: 151 0.350 53 SHGC: 0.33 Orientation: Front Door7: Solid: 20 0200 4 Orientation: Front Door S: Glass: 20 0.340 7 SHGC: 0.27 Orientation: Front Knee Wall: Wood Frame, 16' o.c.: 60 19.0 0.0 4 OnenWtion: Front Basement Wall 1: Solid Concrete or Masonry: 381 0.0 10.0 15 Orientation: Front Wall height: 9.0' Depth below grade: 8.5' Insulatlon depth: 8.5' Window 3: Vinyl Frame:DOUble Pane with Low-E: 69 0.350 24 SHGC: 0.33 Orientation: Front Door 9: Glass: 40 0.340 14 SHGC: 0.27 OrientaUOn: Front Floor Over Garage: All-WOOd JoisVTruss:Over Unconditioned 206 44.0 0.0 5 Space Medina Model Page 1 of 5 00~w Furnace 1: Forced Hot Air: 92 AFUE Air Conditioner 1: Electric Central Air: 73 SEER Compliance Statement: The proposed building design described here is consistent with Me building plans, specifications, and other calwlations submitted with the pertnit application. The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.0.1 and to compty with the mandatory requirements listed in the REScbeck Inspection Checklist. T hc ebq certir~ that t!;is p;an, speci- V5tiM.6)%rie'/~rsSf•Difffi~'o~~ fcetio;yarreno:! wasprenared Name - Title ~J mecsgnuLremydircdsupervision Date an;l tnat I am a du!v I.icensed Project Notes: Frufe;sionzl En ;inecr undcr the Elevation: Classic la:rs of the State of Ivfiunesota. Options: 007, 076, 017, 029, 744 pn'nt Name: ISA M GROSSE Kunjal Palel Task 51449 Order 13615 SignBtY:CO: ~ Date 5Y-lO? Li c #44835 ct~ Medina Model ~ Page 2 of 5 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPER'IY LEGAL: IQ-LJ)eS1L O~ c+.?+ _ DATE OF SURVEY: 12/4-h~37_ LATEST REVISION: m m c R ~ U Q a Y z ¢ DOCUMENT STANDARDS ?~1 • Registered Land Surveyor signature and company fi7 ? ? • Building Pertnit Applicant ~ ? ? . Legaldescription ~ ? ? • Address ~ ? ? • North arrow and scale fd` ? 0 • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ,ff • Directional drainage arrows with slopelgradient % ,pf ? 0 • Proposed/existing sewer and water services & inveR elevation ~ ,e( ? ? • SVeet name (~/m ?,B • Driveway rad & width - in R/W and back of curb, 22' max.) - ~raak c~M PDLy ~~?euLzv ,gr ? ? • Lot Squar ootage ~ ,z ? ? . Lot Coverage ELEVATIONS Existina ? ? • Property comers JA ?,z • Top of curb at the driveway and property line eMensions ??,a . Elevations of any existing adjacent homes ,2 • Adequate footing depth of structures due to adjacent utitity trenches .,2 ? ? • Watenvays (pond, stream, etc.) Propnsed ,z ? ? . Garage floor Q} ? ? • Basement tloor ,z ? ? • Lowest exposed elevation (walkout/window) ,,,e ? ? • Property comers ? 0.fd • Front and rear of home at the foundation fS?.3 ~ as~ PONDING AREA (if applicable) ~ ? ? • Easement line ,9 ? ? • NWL ~ ? ? . HWL ~ ? ? . Pond # designation . fd ? ? - Emergency Overflow Elevation 0 ~z ? • Pond/Wetland buffer delineation Y ~ • Shoreland Zoning Overlay District Y • Conservation Easements DIMENSIONS ? ? • Lot lines/Bearings & dimensions • Right-0f-way and street width (to back of curb) • 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 ? • Setbacks of proposed structure and sideyard setback of adjacent existing structures z( ? ? • Retainirig wall requirements: Reviewed By: Date 6/~7 G:/FORMS/Building PermitApplication Rev. 11-26-04 Certificate of Survey ' TOLL BROTHERS r oF 1400 Corporate Center Curve , 4898, 4900, 4902, 4904 STEEPLECHASE COURT Eagan, MN 55121 ~ TaP Pipe \ ~ ~S ~~tlQ~~~ ~g~ Elc_ggq,qp ts / 1 \ I S~To Pi e~ ~ Yt p2j ~ Y e943.82 y7 6 ~ s_ ~6 ~ r 9 ss J `o~ \ v~~ ~ .1 Maximum Slopes • ~h 9~].J r~i ar f9etaining Wall Wi{I s,. ~ ~ ' ~ Be Required vsao N-~~ vso. A 'S3~ •sa 42 "17 O z ,xIeo.i 0 Pip ~ El =95 tlP O k ~ n d , e ~ y~0G ~o T Ei Pioe o.3.x 944 .d(] [SJ 6• . O a 1•. Toc P~P~p ~p Q ~ N~ ~ F a.r.. r. \ Ele =950.B i~ ce s.ao , LP 7.5 CCJ G" 17"'~ o'O~A~q, o ~ NWL=938.4 \ @ W HWL=941.3 F x V d( e, ~ 6 O' 6 4 p O ~N Q,~ ~ r j, eF Ele~=Pi944peA N top g T1p~ ~ i r csaa ' 95D / 9 5 5. 5 ' O 9f1.9 i• 5 ~G 7'+ w ~Q..,\~ - , T o P P~ p e g~`\ 9 s x. e ~ O o N 4 ~ ~ ~ N~ aez.a ~ ' ~ ~iC ~i l 11 s a~` N W~~ss~.~ .m 6 4 q~N Da, , ~ p \g 0~ 1 Tcp a B~Tf'L.. T i ~ Q C O~e ~ 1 ti'L r~ vw.~ ~ O~ ~ Ga ~ Nd , a..g~'S ou.n 1 Eie~a9a}S ~gr`C} , 0 4~\ ~1 „ ti ~ • ToG Pipe \ 912.4 O 4 1 ~ 1/ Sp A~q~ 9.4.e 6 1 8¢0 ~ Elev=9; 1.87 \ OW e' n / mxz \ ~i~ l0 W~d ' Qp p~ N~ N~ .p ..,(ToP iPe s11. I 21e 3.33 m 9F29 O i hU° \ ~90 4'~~ ~ •9~ ~ ~N9u.3 PN~ CL ~ To Pi e 9v.t P P ~E~T~R CON4R~8 ~ aw.e sw.e P O O\ 9•a ~ E e 947. } M Iev=952. ~ ~O~ N ~ ti~ O .ss _ ~ ~ i.i tP o. ,e . pb.] •951~\ 95i.t ~ p ~0P~1Y~/~ v 951.1Q^_?' \ ~ i~ / ~ v.o ToP Pip ~ ~ yg IMSFea1 E 90B~C ' cP I v=. $ 51.36 6L4' ET "O tr" E~e~_'-~srsz,6•06002 ~ xo Minimum lowest floor ~+5a, I i Q,.~~ N~ ~ d~ ~ elevation = 945.0 R g -y J oi ~o'an s~~b c0 ~opP~~ o~b w~sto P%O~ . ~ Ezisling Buildino soni~oR s~ d .1 ~ Walkout O San. Sewer Stub Elev.=841.5 0O 0 30 per RLK Constructton plana O pe Contours shown per 1!!!5iiia doted 7-6-05 approved grading plan. SCALE IN FEET BENCHMARK SITE BENCHMARK PROPOSED ELEVATIONS Top Nut Hydrant Lots 6&7, Block 5, #4898, 4900, 4902, 4904 Steaplachase Top of offaet IP northwest corner of Elevation = 961.02 faet (NGVD 1988) building envelope. Garage floor elev. = 953.4 Elevatlon = 951.34 feet, as shown hereon. Top of block alev. = 953.7 Lowest floor elev. = 945.0 AREA LEGEND Lot 1, Block 7 Area = 17,963 sq. ft. Iron monument found r m Drainage Directlon Tota) Condo area = 703,324 sq, ft. 0 = Iron monument set and marked -840- = Proposed 10' contour 20% MaX. Covefage = 140,665 sq. ft. with license No. 23968. -842- - Proposed 2' contour Foundation Lot 3, BloCk 6 = 9073 sq. ft. a = Offset iron -840- - Existing 10' contours Foundation Lot 1, Block 7 = 9074 s ft. -aaz-= Existing 2' contoura 9• " = Drainage & Utilfty Easemant Exlatin sewer Foundation Lot 2, Block 7 = 7106 sq. ft. _ < _ a xeoo.o = Existing Elevatlon = Extating etorm sanl#araewer Foundation Lot 1, Block 8 = 6676 sq. ft. Foundation lot 5, Block 8 = 9072 sq. ft. ° Proposed elevation from grade - I - = Exlatfng water Total Foundation coverage = 41,001 sq. ft. or davalopment plan p = Sanitary manhole na = Gate valve Remaining coverage Available = 99,664 sq. ft. L ot 1, V I Ock / Bearinga ahown are oasumed S T E E P L E C H AS E Drawn: JAG Checkad: KMK Drawing File: 700\718-1-1.67.DWG OF EAGAN Project No_ 2006-408-L DAKOTA COUNTY, MINNESOTA Subject to easements of record, if any. Duluth, MN. I hereby certify that this survey, plan or report was prepared by I-libbing, MN. me or under my direct supervision and that I am a duly L'+censed RT .K Ham Lake, MN. Land yor under th~~f the State of Minnesota. Minnetonka, MN. uvcoxroanTaD Phone: (952) 933-0972 Juna 4, 2007 Fax: (952) 933-1153 urt M. Kisch, MN License No. 23968 Date www.rlk-kuusisto.com 6-19-07 SpOt elevations added 6110 Blue Circle or. • Suite #100 • Minnetonka, MN. 55343 Jun 19. 2007 7:57om T:\TOII Brolhers\2006-408-L\dwg\]DO\718-LI,B7.dwg t3L -75433 '7011.91 , . ~ PL7 `!3 50 2007 RESIDENTIAL BUILDING PERMIT APPLICATION'"' ~50 CityOfEagan S4V 7$4'~ 3830 Pilot Knob Road, Eagan MN 55122 ,/4 a. , Telephone 9 651-675-5675 FAX # 651-675-5694 New ConsW ction Reouiremenis RemodeVReoair Reauiremenis Office Use OnN 3 registered sife surveys showing sq. ft. of lot, sq. ft. of hase; antl all roofed areaz 2 copies of plan shoxnng footings, beams, jaists Ced of Survey ReM . _Y _ N (20%maximum lot coverage allowed) i sM of Energy Galwlatlons for heatetl addifions Soils RepoA - _Y _N 1 Sols Report iF proposed buiidinq is [o be placed an disturbed soil 1 site survey fw addi6ons 8 decks Tree Pres Plan Recd _Y _ N_ 2 copies of plan showing beam & vnntlow sizes; poured fountl design, etc. AddiYon - indicefe ilarsite septic syslem Tree Pres Required _ Y_ N lsetofEnergyCalculations On-sNeSepfkSystem _Y _N 3 copies of Tree Preservation Plan R IW platted aRer 711l93 Rim Joisl Delail Op6ons seledion sheel (buildings with 3 or less unifs) Minnegasco mechanical venfilafion form Plans are considered ublic information unless ou state the are trade secret and the reason. Date Cons uction Cost Site Address ~ UniUSte # ~/1-2 Lok ~ l bel~ ~c(~?~ N Description of Work Multi-Family Bldg Y_ N Fireplace(s) _ 0XI/I _ 2 Property Owner ~ I Telephone # ( ) Contractor Address CitY / State Zip Telephone # COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 _ Minnesota Rules 7672 Energy Code Category 1 Residential Ventilation Category 1 Worksheet • New Energy Code Worksheel (d submission type) Su6mitted Submitled • Energy Envelope Calculations Submitted In the st 12 months, has the City of Eagan issued a permit for a similar an base on m ter pl 2 Y _ N If yes, date and ddress of masfer plan: 97 Licensed Plumber Telephone #(1103) Mechanical Contractor Telephone #(&/L) OZS ~ a07 Sewer/WaterConiractor ~WI Telephone#4(Z) ~ • !3~ 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 pennit, and work is not to start without a hrequires a review and permit; that the work will be in accordance with the approve ~ the aNd4~T(446c_ approval ofp a~~~a Applicant's Printed Name Applicant's 'gnature /JQ~~ 7,,,/r+~1~L f~' ~ DO NOT WRITE BELOW THIS LINE • Sub Tvpes ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 POOI ? 30 Accessory Bldg ? 02 SF Dwelling ? OB 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Poroh (screen/gazebolpergola) ? 36 Multi Misc ? 05 03-plex ? 71 10-plex ? 19 Lower Level ? 24 Storm Damage 717- 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work T es 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding 37, ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building* ? 43 Reroof ? 46 WindowslOoors ? 34 ReplaCement *DemoliUon (Entire BIdg) - Give PCA bantlout to applicant . DOSCfIDti017: WaterDamage_Yes Valuation QL20 Occupancy MCES System Plan Review 100% or. 25% Census Code t,:~ 4 _ Zoning ~ City Water SAC Units 121_ Stories ~ Booster Pump # of Units ' Sq. Ft. ~ PRV # of Bidgs I Length ~ 7 s Fire Sprinklered ~ Type of Const Width ~ REQUIRED INSPECTIONS Footings (new bldg) Sheetrock _ Footings (deck) ~ FinaVC.O. Footings (addition) FinalMo C.O. Foundation _ HVAC Drain Tile Other Roof Ice & Water Final Pool Ftgs A' Gas Tes[s Final _)lC. Framing Siding _ S[ucco Lath Stone a Brick ~ Fireplace R.I. ~AirTest \i Final - Windows Insulation Retaining Wall Approved By: Building Inspector - - wly--- - - Base Fee ~ Q(f «f S~ ~ ? b 3~ Surcharge ~S~ Plan Review p MC/ES SAC / 4~1 p )(790T - ~ S 31 ~ 7 Io ~b citysnc ,Sf Utility Connection Charge 5&W Permit & Surcharg 3q yr Zq ' I~~ Treatment Plant q,5 License Search L~uppYLi,~ ~ J CoPies I J ~ e L ~ I~W"°., )c Other / Total 27 ( S/Z~J/ Gv ~J7 f lZ Y~ Gnkl Ty-r-- 4/v..LT ~ , REScheck Saftware Version 4.0.1 Compliance Certificate r Project Title: Wayzata Model RepoR Date: 05117l07 Data filename: K:\_ENGINEERING SERVICES\ HVAC DEPT1_Energy CalculationslMNlSteeple Chase of Eagan- Cartiage-S ECR\036\W ayzata-Classic-036-20061 RC. rck Energy Code: 20061ECC - Location: Minneapolis, Minnesota Construction Type: Multifamily . Builidng Orientation: Bldg. fdces 45 deg. from NoRh . Conditioned Floor Area: 2903 Tt2 Glazing Area Percentage: 17% Heating Degree Days: 7987 Climate Zone: 6 Construction Site: Owner/Agent: DesignedContractor: Steeplechase of Eagan - Carriages- SECR Toll Brothers Inc. Toll Brothers Inc. 4904 Steeplechase Court 250 Gibraltar Road Eagan, MN 55122 Horsham, PA 19044 . ' Permit # 036 Permit Date: 05/17/2007 . .i Flat Ceiling: Flat Ceiling or Scissor Truss: 7946 44.0 0.0 53 Sloped Ceiling: Cathedral Ceiling (no attic): 42 44.0 0.0 7 Wall Ceiling: Flat Ceiling or Scissor Truss: 72 44.0 0.0 2 Garage wall: Wood Frame, 16" o.c.: 225 19.0 OA 12 Orientation: Front Door 5: Solid: 17 0200 3 Orientation: Front Band Joist: Wood Frame, 16" o.c.: 267 79.0 0.0 17 Orientation: Fronl Exterior Wall6": Exterior Wall 6': 2053 19.0 0.0 103 Orientation: Right Side Window 2: Vinyl Frame:Double Pane with Low-E: 291 0.350 102 SHGC: 0.33 Orientation: Right Side Door 7: Solid: 20 0.200 4 Orientation: Right Side Door B: Glass: 20 0.340 7 SHGC:027 Orientation: Right Side Knee Wall: Wood Frame, 16" o.c.: 32 19.0 0.0 Z Orientation: Front 8asement Wall 1: Solid Concrete or Masonry: 922 0.0 10.0 44 Orientation: Front Wall height: 9.0' Depth below grade: 8.5' Insulation depth: 8.5' Window 3: Vinyl Frame:Double Pane with Low-E: 104 0.350 36 SHGC: 0.33 Orientation: Front Door 9: Glass: 40 0.340 14 SHGC: 0.27 Orientation: Front Floor Over Garege: All-Wood JoisVTruss:Over Unconditioned 64 44.0 0.0 2 Space: Wayzata Model T`~ ~ Page 1 of 5 • ~ Furnace 1: Forced Hot Air: 92 AFUE Air Conditioner 1: Electric Central Air: 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has 6een designed to meet the 2006 IECC requirements in REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspeclion Checklist. I herchy c^*tify that tt;is pl,w, speci- ~Su M~ ~jSL' i~+`if. ~l~C~ ~~Gv~y. tica:ion r Name - Title me ~Sisr~~y,ce my ~;rect supe.rvision Date and that t am a duly Liccnsed Project Notes: Profassional Eogineer u~der the laws o: li;e Stste of Ivlinnesota. Elevation: Classic Options: 007, 016, 017, 029, 187, 543 900036010, 900036011 Print Name: LISA M. GROSS$ Kunjal Patel Signat,~fe: f ~y~ Task 51457 Order 13615 Datc K>"j Li ense IW4335 Wayzata Model Page 2 of 5 ~ a LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTYLEGAL ~+o II~~~~ ~"Te-P11IC~Se- O~ G cw^ DATE OF SURVEY: A ¢IO LATEST REVISION: m ~ c R L U Q ~ z DOCUMENT STANDARDS Y ` ¢ ?~ff . Registered Land Surveyor signature and company y7 ? ? • Building Permit Applicant ~ ? ? • Legal description ~ ? ? . Address ~ o? • North arrow and scale fd' 0? • House type (rambler, walkout, split w/o, split entry, lookout, etc.) . Directional drainage arrows with slope/gradient % ,p1 ? 0 • Proposed/existing sewer and water services & inveR elevation ~ „Pff ? ? . Street name (d,pdg ?'o • Driveway rad & width - in R!W and back of curb, 22' max.) - S~oz~ 9~a¢~e p~ P~L'l d?j?G u.lzv .0' ? ? • Lot Squar ootage ~ ~B ? p . Lot Coverage ELEVATIONS Existin ? ? • Property corners • Top of cur6 at the driveway and property line extensions ??,p • Elevations of any existing adjacent homes . Adequate footing depth of strudures due to adjacent utility trenches ,2 ? p • Waterways (pond, stream, etc.) Prooosed ~ ? ? • Garage floor ' ,P3 ? ? • Basement floor ~ 0 ? • Lowest exposed elevation (walkout/window) ~ ? ? : Propertycorners ??,0 Front and rear of home at the foundation ~tO.3 e u nquZ,~& -P,~P,~,~ zta~~- PONDING AREA (if applicable) ,0 ? 0 • Easement line );1 ? O • NWL fd' 0 ? • HWL ~ ? ? . Pond # designation 11 ? ? • Emergency Overflow Elevation ? )3 ? • Pond/Wetland bufferdelineation Y ~ . Shoreland Zoning Overlay Distnct Y • Conservation Easements DIMENSIONS ? ? • Lot lineslBearings & dimensions • Right-of-way and street width (to back of curb) . Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) ,T • Show all easements of record and any City utilities within those easements • Set6acks of proposed structure and ideyard setback of adjacent existing strudures ,e( ? ? • Retaining wall requirements: Reviewed By: 4~u Date dZd_ILI_7 G:IFORMSlBuilding PermitApplication Rev. 11-26-04 Certificate of Survey TOLL BROTHERS ~ oF ~ 1400 Corporate Center Curve 4898, 4900, 4902, 4904 STEEPLECHASE COURT 1101 Eagan, MN 55121 ~ ~956` % \ ~ gyy =9ie 4.a0 ^ EIe~P P \ ~ REQUIRED \.N``7~02~~~g P ToP Pipe~V -943.87 6~•p6 42.s Zao :~.,l.J u ~ 7M7z~ 5oa_ 6~ o~'h 51 • 'y0 zr N7a~drrwm Slopea R~taining Wall Wii{ ~ ro C7 ~ s,. Be Required ~ O z Ee 95 a VJ d ~ .y •M T Pipe r CG $ '~<p ~ 943.24. 4.3.0 gl 944 T P PiPe ~~+1~ o Q o Nm °a 1 El"- -sso.s 945.0 z z c, ~y9~p oy~ s s.1 LP 7.5 Z y • ` o"°° ~ .o~ , NWL=938.4 V] 0jP \9e2.8", x~ Z y"i ~e m wo, m f q HWL=941.3 Q p N Q, .'TOp Pipe m~..y ssneop ~ P asx.e F oG,~ Eler-944.0 ~ ~ 950d pt 1o\J\'1 Op B OG Ws.aetd 6~ au ~ i 9]S.~ 'O 2 .9 ~ f ~ 1!Q ~ „ VV \ \ ~ 1 \ ToP P~tP< lq,,\ 19~•OQO~n~ ~r i% , 9~~~7 ~r , O~ O W A:~.,, lev= 51. Yi ~ ae:a ~^040 \ae:.e y \ N ~ 1~P {P 9513, o1 8 Ip. O Q f 4 ~ C~ Tap ~iDe ~ 4~ , 85 Elev=943.5 8JB__ ~ ~ Qa0 J0~ y a.> ~sOOFgG ~~a0, 949, ~e 1 3 1 ~ ~ ~Y ( 'J SR.f O 0 ! 4y ,fl'OOH~ ToP Pipe \ csi.. Q O l ~f pi0 a••.6 8~ ~ ' EIev~951.97 O O ~ O~~ ~ m as:.1 Ni~ ~W ~~i~ TaP oo IPe ~ I ~le 3.33 Ia~ i5 9~:.a r " i, ~ r'q.~qA~ 9N5 ~ O 90U.6 950.8 TOC PiPeg00 9lJR ~O \ Ya6.91 ~J e TOG P.Pe ~~B' C e~~ ~~~T ~ i0 \ N~ y.5.9 Elev~ ~3 R ir lav<952. ~ ~ ~p~0 9~~ e\ . d(~Je\ 4P '1 aso.i oQ •avO~ sax.: s:.e p q B~F2 i~N e,.a T1 P 9b1~ ~g0p ~ • ir k8~ . dp~ ' ~ ft \ Elev= •06 102 xoara Minimum lowast floor RR 90' ~ ~ . 6 ~ elevatlon = 945.0 g ~\\Q~O J oi ~°`O",° s~~° . • ~ ropP[o o~d0, ~ Existing Buildina soniloR K~ sisla Plon Walkout V San. Sew~er Stub Elev.=941.5 ~O~OS~Per ~ per RLK Construotion plans Contoura shawn per dated 7-6-05 opprovad grading plan. SCALE IN FEET BENCHMARK SITE BENCHMARK PROPOSED ELEVATIONS Top Nut Hydrant Lots 6&7, Block 5, #4898, 4900, 4902, 4904 Steeplechase Top of otfset IP northwest corner of Elavation = 961.02 feet (NGVD 1988) building envelope. Garage floor elev. = 953.4 Elevation = 951.34 feet, as shown hereon. Top of black elev. = 953.7 Lowast floor elev. = 945.0 AREA LEGEND Lot 1, Block 7 Area = 17,963 sq. ft. Iron monument found r= Drainaga Directton Total Condo area = 703,324 sq, ft. p= Iron monument set and marked -840-= Proposed 10' contour 20% Max. Coverage = 140,665 Sq. ft. wlth Ilcensa No. 23968. -842- s Proposed 2' contour Foundation Lot 3, 81ock 6 = 9073 sq. ft. a = Offset iron -840- = Exiating to' contours Foundation Lot 1, BIoCk 7 = 9074 sq. ft. -7; ' = Dralnage & Utllky Easement -$42- ` Existing 2' contoura Foundation Lot 2, Block 7 = 7106 sq. ft. - < - m Exlsting sanitary aewer Foundatlon Lot 1, Block 8 = 6676 sq. ft. xaoo.o = Existing Elavation = Existing stortn aewer Foundation Lot 5, Block 8 = 9072 sq. ft. Q~ @ Propoaed elevatlon from grade - I - = Existing water Total Foundation coverage = 41,041 sq. ft. ar development plan p = Sanltary manhola oa = Gate valve Remaining coverage Available = 99,664 sq. ft. L o t 1, B I o c k 7 Baoringa shown are assumed S T E E P L E C H AS E Drawn: JAG Checked: KMK Drawing Ffle: 700\718-L1,87.DWG Project No. 2006-408-L O F EAGAN DAKOTA COUNTY, MINNESOTA Subject to easements of record, if any. Duluth, MN. I hereby certify that this survey, plan or report was prepared by Hibbing, MN, me or under my direct supervision ond thot I am a duly Licensed RT .K Ham Lake, MN. Land yor under th~f the State of Minnesota. ( Minnetonka, MN. INCOAPORATED Ptione: (952) 933-0972 June 4, 2007 \ J Fax: (952) 933-1153 Kurt M. Kisch, MN License No. 23968 Date v www.rlk-kuusisto.com 6-19-07 Spoi el0votiofts addad 61 10 Blue Circle Dr.•Suite#100•Minnetonka, MN. 55343 Jon 19, 2007 7:57om T:\TOII Bralhers\2006-409-L\dwg\700\718-LI,87.dwg Address: 4904 Steeplechase Ct. Zip: 55122 THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON : Permit: 78433 i • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. BUILDING INSPECTOR: G/Bldg Insp/Forms/2007/Checklists Yes No Comments Final grade - 6" from siding % Permanent stets - garage Permanent steps - main entry Permanent driveway Permanent gas ?( Retaining Wall or 3:1 Max Slope Sod/Seeded lawn Trail/curb damage l, Porch Y Lower level finish Deck Fireplace X i • Verify with your builder that roof test caps from the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. BUILDING INSPECTOR: G/Bldg Insp/Forms/2007/Checklists Date: 5/29/07 Revision Date: 5/29/07 New Construction Site Information Address 1: 4904 Steeplechase Court Project #: Steeplechase of Eagan Address 2: Lot: 36 Block: 7 City: Eagan County: Subdivision: Application Information Business Name: Ray N Welter HVAC MN Contractor License #: Contact Person: JOE Office Ph: 612-8256867 Fax: Cell Ph: Address 1: 4637 Chicago Ave. So. City: MPLS. State: MN. Zip Code: 55407 House Details Square Feet: 4512 sq. ft. Avg. Ceiling Ht: 12.5 Number of Bedrooms: 4 ft. Ventilation : Balanced Total Ventilation Capacity : 247 cfm. Minimum Continuous Ventilation :75cfm. Intermittent Ventilation: 172 cfm. Combustion Appliance Water Heater: Power Vent Input BTUs: 80,000 Independently Vented Furnace/Boiler: Direct Vent/Sealed Combustion Input BTUs: 80,000 Independently Vented Other Combustion Appliances 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 Exhaust Equipment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 400 Make -Up Air No Make -Up Air Required by Code Combustion Air Round Rigid Required: 5 inches or Insulated Flex: 6 inches Applicant Name (print): `iI/7cr2 „le Ac, ,�, Signature/Date: hire V5 a� Code Official (print): Signature/Date. © 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 it ~oll ArchitectureiN December 21, 2007 Jon Henson Steeplechase of Eagan - Carriages 4876 Steeplechase Way Eagan, MN 55122 RE; Glencoe - TBI Lot #004 82 Steeplechase Circle Wayzata - TBI Lot #006 483 Steeplechase Circle W ayzata - TBI Lot #046 7 Steeplechase Court Glencoe - TBI I.ot #049 4991 Steeplechase Court Glencoe - TBI Lot #033 4898 Steeplechase Court Wayzata - TBI I,ot #036 490 teeplechase Conrt -]33 Dear Jon, For TBI Lots 004, 006, 033, 036, 046, and 049 (Glencoe and Wayzata models), a(2) 1 3/4" x 9 1/4" LVL header was installed over the 16' gazage door. The 9 1/4" LVL is not deep enough to comply with the APA garage portal bracing detail (shown on detail ENG-6/D.2). A new 11 1/4" deep header must be installed per the following procedure (all work may be done from the interior of the garage so that all exterior fmishes may remain): 1. Remove all drywall from the inside face of the front garage wall. 2. Cut and remove cripple wall studs located above the existing door header. 3. Install a new (2) 1 3/4" x 11 1/4" LVL header d'uectly on top of the exisring header. The new header should be the same length as the existing header. The new header does not need to be nailed to the existing header. 4. Install new cripple wall studs from the top of the new header to the underside of the double top plate. 5. Install min. 3/8" wood structural sheathing to the entire interior face of the front garage wal] using the same nailing pattem as indicated on the attached detail. The sheathing shall be installed from the bottom of the bottom plate to the top of the top plate, and for the entire length of this wall. 6. Install drywall over the interior sheathing as needed. If you have any questions or concems, please do not hesitate to call. Sincerely, E hereby certify that this p1an, speci- Toll Brothers, Inc. 6cation, or report was prepared bY me or under my direct supervision and tbat I am a 3uly Licensed Professional Engiaeer under the Lisa Gr se, P.E. laws of the State af Minnesota Assistant Director of Engineering print Name: ISA M. GROSSE MN License #44835 _ Signatrore: CC: Ken Mackenzie LMG/11 Date t2 y1 ' Lic #44835 SECR 1tr0014 EASTERN D[V[S[ON 250 Gibraltar Road a Horsham, PA 19044 a (215) 293-5100 a FAX: (215) 293-5313 PHILADELPHIA n ORLANDO m SCOTTSDALE m DALLAS s DENVER m LOS ANGELES .4 `Ioll rBtnthets COMPANY I ~ . NEW(2)13/4'a111/4' . LVL HEADER EXIST. (2) 1 314' X 9 t/d" lVL FIEP.DER A r---------------- - - - - - - - - - - - NEW (2) 1 3/4' x 11 114" LVL HEADER • • I - - I~ FXIST.(2)13l4'X91/4' . II WLHEADER FASTEN INTERIOR SHEAThIING II TO HEADER W RH Bd. COMMON I NAILS IN 3' CeRID PATTEftN AS I SHOW N ANO 3' O.C. IN ALL NEW 3/8' MIN. , FRAMING (STUDS AND SILLS) II THICKNE55 WO00 • • . TYP. I~ STRUCTUFEAI PANEL II SHEATHING II EXIST. EXTERIOR WOOD STAUC7URAL I PANEL SHEAiHING ~I ~I a . . . . .tl. . . a. A SECTION A-A GARAGE DOOR WALL INTERIOR ELEVATION SCALE:NTS DATE INIT sgeci- 12-19-07 LMG t vta*:; pc-.pred by . . Ii::: Oi (1:r _T.;y QS+.,t1 5v(l_rvlSlO1 flr.0 Cu3i 1 iiiP. 2(112ly .L.lC2?lSfCi Yzc;icssinnu! Eas'n°::r u::der fne l8'A'S O: d'1d :'.uiLi CI i:?ii:[1CS6Ci P;ictN:me: ;IS.4?ri.GRGSSE S:gna.,:.ro: 'G~ Bate 12 21 0-7 Lice e#44E35 ~ 2004 TOLL eROTHERS, INC. COST CODE: RFI # 67771 - GLENCOE AND WAYZATA MODELS SCALE: 1" = 1'-0" GARAGE PORTAL REPAIR - SECR - TBI LOTS #416, 33, 36, 46, 49 1 OF 1 ~ `7'0ll Architecture~ December 21, 2007 Jon Henson Steeplechase of Eagan - Carriages 4876 Steeplechase Way Eagan, MN 55122 RE: Glencoe - TBI Lot #004 82 Steeplechase Circle Wayzata - TBI Lot #006 483 Steeplechase Circle Wayzata - TBI Lot #046 7 Steeplechase Court Glencoe - TBI Lot #049 4991 Steeplechase Court Glencoe - TBI Lot #033 4~teeplechase Court -Ai~u"y 784lZ W ayzata - TBI Lot #036 4904 Steeplechase Court Dear Jon, For TBI Lots 004, 006, 033, 036, 046, and 049 (Glencoe and Wayzata models), a(2) 1 3/4" x 9 1/4" LVL header was installed over the 16' gazage door. The 9 1/4" LVL is not deep enough to comply with the APA garage portal bracing detail (shown on detail ENG-6/D.2). A new 11 114" deep header must be installed per the following procedure (all work may be done from the interior of the garage so that all exterior fmishes may remain): 1. Remove all drywall from the inside face of the front garage wall. 2. Cut and remove cripple wall studs located above the existing door header. 3. Install a new (2) 1 3/4" x 11 1/4" LVL header directly on top of the existing header. The new header should be the same length as the existing header. The new header does not need to be nailed to the existing header. 4. Install new cripple wall studs from the top of the new header to the underside of the double top plate. 5. Install min. 3/8" wood structural sheathing to the enrire interior face of the front garage wall using the same nailing pattern as indicated on the attached detail. The sheathing shall be installed from the bottom of the bottom plate to the top of the top plate, and for the entire length of this wall. 6. Install drywall over the interior sheathing as needed. If you have any questions or concems, please do not hesitate to call. Sincerely, i hereby certify that this plan, speci- Toll Brothers, Inc. fication, or report was prepared by me or under my d"uect supervisian k,~~L2 and that I am a duly Licensed Professional En;ineer wader the Lisa Crr se, P.E. laws ofthe State of Minnesola Assistant Director of Engineering print Name: ISA M. GROSSE MN License #44835 _ Signatnre: a-~ CC: Ken Mackenzie LMG/ll Date 12 2-1 01 Li #44835 SECR 1tr0014 EASTERN DIV[S[ON 250 Gibraltar Road n Horsham, PA 19044 m (215) 293-5+00 o FAX: (215) 293-5313 PNILADELPHIA a ORLANDO o SCOTTSDALE a DALLAS n DENVER m LOS ANGELES A `'Toll `BlothBlS COMPANY ~ NEW (2) 1 3/4' x N 114" LVLHEADER EXIST. (2) 1 3!4' X 91/4^ LVL HEADER q r---------------- - - - - - - - - - - - NEW(2)t3/4"xt7114' LVL HEMER - ~I Exisr.(z)1a/a•xsva^ I LVL HEAOER FASTEN INTERIOR SHEATHING II TO HEAOER wITH 8d. COMMON I , 2- NqILS IN S GRID PATTERNlS I SHOWN FRAMING(S~U S.ANDSILLS) II NEW318'MIN. ryP I 1}iICKNESS WOOD . I STRUCTUI2ALPANEL . II SHEATHING II EXIST. EXTERIOR WOOD 57RUCTURAL I PANEL SHEATHING ~I ~I a . . d . m . . e A SECTION A-A GARAGE DOOR WALL I NTERIOR ELEVATION SCALE:NTS DATE INIT ~y tz,. ;z;is o;a: , speci- ...-"',y h 12-19-07 LMG ..~;:j.;J,.;_ c: po,- t w.zs rr,r;:red by . m~ or :mdcs :cy di.,,--t supervisian ;r.d :,`.at I ar. . dt:ly Licensed Yri:fc.siona! Enk?:; e::>.*und:a tile ia~,vs uf : Li~e `,u.te cf;:4.i'uicsata. Prirt h'ane: IS14M. GAOSSE S:gn:.ture r^' Date 12 21 0"7 Lic e#44535 C) 2004 TOLL BROTHERS, INC. COST CODE: RFI # 67771 - GLENCOE AND WAYZATA MODELS SCALE: 1" = 1'-0" GARAGE PORTAL REPAIR - SECR - TBI LOTS #41 6, 33, 36, 46, 49 1 OF 1 ~ • i • STEEPLECHASE 4876 . . : ~ " • OF EAGAN * 651-365-0601 0.0 _ ei X--- _ To: ~e~~y ~ i ~cCn(^ l ,TY o-~ ~c~,c~rom: ~i C1C Ic • a' ,iJ 1(t Fax: y Datee . . Phone: (0-- 3)b- I 3~ ~I Pages: Re: CC:. ? Urgent ? For Review ? Ptease Comment ? Please Repy ? Please Recycle •Comments: i ~+a . ry - pleUS~ r ~ZC~GQ,2rS I,n G~f r,'(ht/iJllk. 5a (u' F3Y: DATE: BUILDING INSPECTIONS dIVlSION `I`"oll Architecture 11 LETTER OF TRANSMITTAL COMMiJNITY TO: Jon Henson ABBREV: SECR Steeplechase o[ Eaean Carriases COMMLTNITY 1662 4876 Steeplechase FROM: Rustv Thurlow Way Eagan, MN 55122 Toll Architecture Eastern Division 250 Gibraltar Road Horsham, PA 19044 (215) 293-5300 Fax:(215)293-5373 DATE: 12/21/07 REF: Repair - Garaee Portal De[ail WE ARE SENDING YOII: [X] attached under separate cover via the following items [ ] shop drawings [ ] pcints [ ] plans [ ] samples [ ] specifications copy of letter change order option details COPIES DATE NO. DESCRIPTION 3 12/21/07 Ltr 0014 SECR - Multi le Models and Lou - Gara e Portal Detail RFI #67771 These are transmitted as checked below: for approval approved as submitted resubmit copies for approval [X) for your use approved as noted submit copies for distribution [X] as requested retumed for coaections retum corrected prints Remarks: Please review, signand return to Toll Architecture at vour eazliest convenience. Please contact Rustv Thurlow if there are axiy questions. Thanks. Signature: Rusty Thurlow Date: 12/21/07 If enclosures are not as noted kindly notify us at once. ~ ~oll Architecture * December 21, 2007 Jon Henson Steeplechase of Eagan - Carriages 4876 Steeplechase Way Eagan, MN 55122 RE: Glencoe - TBI Lot #004 4826 Steeplechase Circle """L'(v Wayzata - TBI Lot #006 4830 Steeplechase Circle ~ Wayzata - TBI Lot #046 4897 Steeplechase Court Glencoe - TBI Lot #049 4991 Steeplechase Court - 6~- ~ Glencoe - TBI Lot #033 4898 Steeplechase Court Wayzata - TBI Lot #E036 4904 Steeplechase Court Dear Jon, For TBI Lots 004, 006, 033, 036, 046, and 049 (Glencoe and Wayzata models), a(2) 1 3/4" x 9 1/4" LVL header was installed over the 16' garage door. The 9 1/4" LVL is not deep enough to comply with the APA garage portal bracing detail (shown on detail ENG-6/13.2). A new 11 1/4" deep header must be installed per the, following procedure (all work may be done from the interior of the garage so that all exterior finishes may remain): 1. Remove all drywall from the inside face of the front garage wall. 2. Cut and remove cripple wall studs located above the existing door header. 3. Install a new (2) 1 3/4" x 11 1/4" LVL header directly on top of the existing header. The new header should be the same length as the existing header. The new header does not need to be nailed to the existing header. 4. Install new cripple wall studs from the top of the new header to the underside of the double top plate. 5. Install min. 3/8" wood sfiactural sheathing to the entire interior face of the front garage wall using the same nailing pattem as indicated on the attached detail. The sheathing shall be installed from the bottom of the bottom plate to the top of the top plate, and for the entire length of this wall. 6. Install drywall over the interior sheathing as needed. If you have any questions or concerns, please do not hesitate to call. Sincerely, I ha.*eby ceRiry tha4lSis plan, speci- Toll Brothers, Inc. 5catio;y er repor' was'prepazed by me ar uador my direct supe: vision and (h2t I enu a duly I.icensed P,o;essions Eagineeru_tderthe Lisa Gros~e, P.E. !aµs cf Lhe 5tate of P.iinnesota. Assistant Director of Engineering Print Neme: 451A M. GRCiSSE MN License #44835 Sigaah:re: CC: Ken Mackenzie LMG/11 Dat: 2 2l ~ Li 044835 SECR_1tr0014 uFI #67771 , EASTERN D?V[SION 250 Gibraltar Road m }{orsham, PA 19044 n (215) 293-5300 o FAX: (215) 293-5313 PNILADELPH(A a ORLANDO n SCOTTSUALF, e DALLAS n DENVER m LOS ANGELES A `Toli `Brothers CO!bIPaNY NEW (2) 7 316" x 71 1/4' LVLHEADER EX15T. (2) 1 3/4' X 9 714' - LVLHEAOER A r - - - - - - - - - - - - _ - - - - / New (z) 1 3/4• x11 va- LVL HEADER Ok, F• II - - - - - - - - - - - - - - I~ EXIST. (2) 1 3/4' %91l4' I~ LVL HEADER FASTEN INTERIOR SHEATHING II TO HEADER WITH Btl. COMMON NAILS IN 3' GRID PATTERN AS II SHOWN AND 3' D.C. IN ALL NEW 3/8' MIN. FRAMING (STUDS AND SILLS) II 7}{ICKNESS WOOD TYP. II STRUCTURALPANEL I SHEATHING I EXIST.EXTEAIOR II WOOD STRUCRJRAL I PANEL SHEA7HING ~I ~I . . . 'a'. p .a_ A SECTION A-A GARAGE DOOR WALL INTERIOR ELEVATION SCALE: NTS DATE INIT i h^.reby certify that ihi; ptan, Sp-eci- 12-19-07 LMG ticati^n,orrepr.rtw.;s;•reparedbY me er ur.uer my 4irre.t s!t; :.te^gicn aN:1 ?hat ! am a du':y :.;ccncrd Pr.;fe~;;;n~;al E, oin;,-er;ir.de, ihe ia•.vs of r„.~ .';;ate c`iv:inncsota. :7~r. ;r`ame: '.SA.^.i GROSS~ 5;5~ :ature: ,1~ Date 21 ~ Li~e: e k44335 Q 2004 TOLI BRO7HER5, INC. COST CODE; RFI # 67771 - GLENCOE AND WAYZATA MODELS SCALE: 1" = 1'-0" GARAGE PORTAL REPAIR - SECR - TBI LOTS #41 61 33, 36, 46, 49 1 OF 1 EUGENEHINRICHS 01a0 18721 i ~ .14351 DYSPROSIUMSTNWAPT270 ~ -:RAMSEY. MN 55303 2246 . , 04300.58too _ I PH 763-323-0350 ~Paytothe ..-Or/der of o ars ..LL .,.1 r 6:,z` wdxr yowNCxw r y 1:0910000191: 0430058i00il• °i-~V - ~ ; ° ~S ~ 3c7 :S l ' DATE ISSUEDi;,. b. . , ' SERIAL : CI3IP 9 f0 9 i _ READING i . ; ' ; PERMIT ~ SIZE OF METER: . i ' . : . _ anDUESS.. `9 S~- I S' ~ PRV: YES,~-. N0 TYPE OF METE a FII2E `.IRRIGATION ' BUSINESS NAME; y- ~'2 "t,.:. ~ WC' I v:A -PS ,Ii 0 I AGREE T COMPLY WITH:CITY OF EAGAN ORDINANCES. . SIGNATURE; , PRINT NAMEi-C-N G Ihive/Utility fo[ms/MJAca~v~id~o~"~~ . • . . . . . . . . . City of Eagan Cash Receipt Receipt Date 2/11/2006 Receipt Number 138588 EUGENE HINRICHS WATER METER 4898 STEEPLEC 6101.4509 23-7.00 14351 dYSPROSIIIM ST NW Total Receipt Amount 237.00 110249 6:44:45 1 ~ ForOffice~U's_"e ~ ~ Pertnit of Ea~an I ' Permit Fee: J°/a~/`~_' ~ I / ~l CE' . ~ I ~ 3830 Pilot Knob Road Eagan MN 55122 i oate Received: Phone: (651) 6755675 I staff: Fax:(651)675-5694 i i 2009 RESIDENTIAL BUILDING PERMIT APPLICATION Date: a00 Site Address: ~Z,,F5 10 - 5 0,,2- S/ 5 o Y Sfc </°/c C ti<,fc Gf- Tenant: Suite RESIDENT I OWNER Name: SIc cP/e (21,ac'c %L.+.j 12n.~1 Phone: GS/ • G 59 -J 300 Address/CitylZip: L4J.',-~ !~J Applicani is: _ Owner '__~C-ontractor TYPE OF WORK Description ofwork: /Z a.f "J0 L Construction Cost: .T. U v o - Multi-Family Building: (Yes / No CONTRACTOR Name: r,4 .2~3 /o n, c_r L~~- _ License # '~y Address: f" O A o )e S/ City: / 7 i!.v J c> f ~ State: Zip: SJ~~ t7 ~ '.4 / Contact Person: ~c e_ L'L,?« J Phone: 9jd'`ic35_ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateqorv 1 Minnesota Rules 7672 EflOfgy COdB . Residential Ventiiation Category 1 Waksheet • New Energy Code Worksheet Category Suemined submitted (4 submi5sion type) • Energy Envelope Calculations Submilted In the last 72 months, has the City of Eagan issued a pertnit for a similar plan based on a master plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contrector. Phone: NOTE:.P(ans and supporting,documenfs that ybu submrt,are considered to tie;publrc arformation ' Porbons'of s ' the mformabon may'be c/assifred as non-piiblicif you provide specific reasons that would perinit the City to ` 1...> cnnclude~tiiatthe are:trade`sec'reis., I hereby acknowledge that ihis infortnation is complete and accurate; that the work wiil be in confortnance with [he ordinances aM codes of the Cily oT Eagan; ihat Iunderstand this is not a permit, but only an application for a permit, and work is nol to start without a pertnit; that the work will be in accordance wiN ihe approved plan in the case of work which requires a review and approval of plans. ~ x ~.S z ~~~tc~ x / d~-- ApplicanYs Printed Name ~ipplicanYs Signature Page 1 of 3 For Office Use • Permit ~ City of EaaR I )h Perm it Fee: v v 3830 Pilot Knob Road /o p! Eagan MN 55122 Date ved: Phone: (651) 675-5675 I Fax: (651) 675-5694 Staff i 2009 RESIDENTIAL BUILDING PERMIT APPLICATION 1t Date: 31(6 Site Address: Tenant Suite RESIDENT / OWNER Name: IJ IA e ICL Phone: (p( l `%19((-- q 3 Y8 Address/ City /zip: Vp Applicant is: Owner L Contractor TYPE OF WORK Description of work: 4a1 ' Construction Cost: Multi-Family Building: (Yes No x ) t. RD 6 CONTRACTOR Name: j L.J 5 C i ' rv( Lkle uf! . License 004 -9 7 Address: D 0c~ V ve fr€j-f C.(YCity: 1'121 ' (Kq State: t1f i zip: c c~ Phone: (o 7°' If6?i -,9t0r, Contact Person: - Id d aa~ ' (0,9 78 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING _ Minnesota Rules 7670 Category 1 Minnesota Rules 7672 Energy Code • Residential Venation Category I Worksheet • New Energy Code Worksheet Category Submitted Submitted (4 submission type) • 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? Yes _No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor. Phone: NOTE. Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that they are trade secrets. 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 pproved plan in the case of work which requires a review and approval of pla Applicants Printed Name Appi' n g re Page 1 of 3 0101~ DO NOT WRIT BELOW THIS LINE SUB TYPES - Foundation Fireplace _ Porch (3-Season) Storm Damage Single Family _ Garage ^ Porch (4-Season) _ Exterior Alteration (Single Family) Multi Deck _ Porch (Screen/GazebolPergola) - Exterior Alteration (Multi) _ 01 of Plex Lower Level Pool Miscellaneous _ Accessory Building T WORK TYPES _ New - Interior Improvement Siding , Demolish Building* 4 Addition _ Move Building _ Reroof - Demolish Interior Alteration ' Fire Repair Windows Demolish Foundation _ Replace ` Repair - Egress Window Water Damage Retaining Wall "Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation Occupancy rJ MCES System Plan Review Code Edition r_T / _ _7 SAC Units (25%,100%J Zoning City Water Census Code Stories Booster Pump # of Units Square Feet PRV # of Buildings Length Fire Sprinklers Type of Construction 1 Width REQUIRED INSPECTIONS Footings (New Building) Sheetrock Footings (Deck) Final I C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC Drain Tile Other: Roof: -ice & Water -Final Pool: Footings -Air/Gas Tests Final Framing Siding: -Stucco Lath Stone Lath -Brick Fireplace: -Rough In Air Test Final Windows Insulation Retaining Wall Meter Size: Erosion Control Reviewed By: Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 ~/g s - e-E- i 7cx Certificate ofi Survey o<' TOLL BROTHERS OF 1400 Corporate Center Curve 4898, 4900, 4902, 4904 STEEPLECHASE COURT Ea an, MN n. Top Pipe o Elevs9 4.40 li ~ 1T Top Pipe '06 02 L.g,e 943.82 F j M za. _ - wu.tJ 6 3:1 Maximum scopes CZ" 50 ° - ' Retaining Wait WIN y Required 1~~` k" 4~-- ? ° i ' 90. ' , a 01 . 9507 Soy 950.a \ s !4 \TOPPr z 9 t. EI \ 0 ` 7 . •+7 '1~ "tp' 9 1g~' T Pipe t ra ~.4 954.7 Q~cLO'~ptp t 6, !o EI _944.Jp ^ p Gat! ii ~T 9~333s > Top Pipe ap ' Qm pf i~ p Np Elev-950. \ . r Zu s .7\ 945.0 LP 7.5 952 $ NWL=938.4 m t"' V e '3~ 6qr c:•t' \ o p Pipe , a ~p,9 39503 QQ { ~52.5 •V ~ix ' 4' , ....Vr To 951, v 952. `4' ~A q ~ ~Ip`, "i? 1 t7 V \ Ca\;iaii.~' ie N \ y4a , Elev4943.5 Ph. 945, 'o % w2. ' tO e44. ( N` op 1p e Elev9, 1.87 sooD r\ ,i~~ 9sa9 952.2 \®a 6° Oi Np W p T 0Q ~1- \ 953.1 95„.9 ~ : PE ETER CON RO yr ' n P 6 .'f mow,., x94 --..y9446 ri O 953.2 O,t \ Top Pipe 950.e 950.e Top Pipe O 0\ 948.9i Elev 9 ,_nn99r Iev.952. tG®N \ t'~ p 9aa9 17. . ytt.. 930.7 O9rwy'a~ x 952.5 952.2 2.5 x 1~ 48 V 951.2 1 y' \ ~O Top PrP e O3 ka-- "4•ur I vs9S1,36 2,J Top Pie 6 to rv Elevs c Minimum lowest flo , 'Q~~ 3rR,. .9sa7 1 \ v eQ / NORTA elevation : 945.0 g Tt • J" tc~otton tab Q Sopitor ° s sto Pton Existing Bulldino O U Per a I Son. Sewer Stub WalkoutElev.-941.5 V • 0Q t$'•. I 0 per RLK Construction plans Contours shown per dated 7-6-05 approved grading plan. SCALE IN FEET BENCHMARK SITE BENCHMARK PROPOSED ELEVATIONS Top Nut Hydrant Lots 6&7, Block 5, #4898, 4900, 4902, 4904 Steeplechase Top of offset IP northwest corner of Elevation - 961.02 feet (NGVD 1988) building envelope. Garage floor elev. = 953.4 Elevation = 951.34 feet, as shown hereon. Top of block elev. - 953.7 Lowest floor elev. = 945.0 AREA LEGEND Lot 1, Block 7 Area 17,963 sq. ft. = Iron monument found -.a-- Drainage Direction Total Condo area = 703,324 sq. ft. 0 = Iron monument set and marked -640- Proposed 10' contour 20% Max. Coverage = 140,665 sq. ft. with license No. 23968. -842--a Proposed 2' contour Foundation Lot 3, Block 6 = 9073 sq. ft. a Offset Iron -840-- Existing 10' contours - -842-g- Existing 2'.contours Foundation Lot 1, Block 7 = 9074 sq• ft. Drainage & Utility Easement - < = Existing sanitary sewer Foundation Lot 2, Block 7 = 7106 sq. ft. Foundation Lot 1, Block 8 = 6676 sq. ft. xaoo.o; Existing Elevation -<<- = Existing storm sewer . Foundation Lot 5, Block 8 = 9072 sq. ft. = Proposed elevation from grade I Existing water Total Foundation coverage = 41,001 s q. or development plan 0 = Sanitary manhole q• oa = Gate valve Remaining coverage Available = 99,664 sq. ft. Lot 1, Block 7 Bearings shown are assumed E Drawn: JAG Checked: .,~.,I~ TEEPLEHAS Drawing File: 700\718-1-1,87 DWG OF EAGAN Project No. 2006-408-L DAKOTA COUNTY, MINNESOTA Subject to easements of record, if any. 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 Licensed Ham Lake, MN. Land eyor under the f the State of Minnesota. Minnetonka, MN. ( INCORPORATEDPhone: (952) 933-0972 June 4, 2007 Fax: (952) 933-1153 Kurt M. Kisch, MN License No. 23968 Dote www.rlk-kuusisto.com 6-19-07 Spot elevations added 61 10 Blue Circle Dr. • Suite #100 • Minnetonka, MN. 55343 Jun 19. 2007 7:57am T: \Toll Broth ers\2006-408-L\dwg\700\718-L1.87.dwg PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA132717 Date Issued:09/01/2015 Permit Category:ePermit Site Address: 4898 Steeplechase Ct Lot:1 Block: 7 Addition: Steeplechase Of Eagan PID:10-72540-10-033 Use: Description: Sub Type:Residential Work Type:Replace Description:Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Dean Wold 4898 Steeplechase Ct Eagan MN 55122 Genz Ryan Plumbing & Heating 2200 West Highway 13 Burnsville MN 55337 (952) 767-1000 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA170766 Date Issued:07/16/2021 Permit Category:ePermit Site Address: 4898 Steeplechase Ct Lot:1 Block: 7 Addition: Steeplechase Of Eagan PID:10-72540-10-033 Use: Description: Sub Type:Residential Work Type:Alteration Description:Fixtures Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Fee Summary:PL - Permit Fee (miscellaneous)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - Douglas M & Kristin L Cashman 4898 Steeplechase Ct Eagan MN 55122 (952) 469-1284 Aqueduct Plumbing Company 10418 235th Street W Lakeville MN 55044 (952) 432-3719 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA179774 Date Issued:10/19/2022 Permit Category:ePermit Site Address: 4898 Steeplechase Ct Lot:1 Block: 7 Addition: Steeplechase Of Eagan PID:10-72540-10-033 Use: Description: Sub Type:Reroof Work Type:Replace Description:Includes Skylight 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: This permit shall be null and void if work does not start within 180 days of issuance, or if work is suspended for 180 days or more after started. 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 - Douglas M & Kristin L Cashman 4898 Steeplechase Ct Eagan MN 55122 Parkway Custom Construction Llc 1303 S Frontage Rd Suite 199 Hastings MN 55033 (651) 480-3797 Applicant/Permitee: Signature Issued By: Signature