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4881 Steeplechase Way ~ For Olfice Use 1 . • 1 . ~ (p~ ~Q@~~ j Permi[ Jf ~ ~ fY l[ ~ ~ ~ 1 Pertnit Fee: ~ 3830 Pitot Knob Road ~ ,„[i I Eagan MN 55122 ~ Date Receive0~ v' ''D v~>i Phone: (651) 675-5675 ~j ! V~Iv/~/~ ~ i Fax: (651) 675~594 4" j S~ff: i 2oos RESIDENTIAL BUILDING P~~n~it a~~ucanoN . oS S,~~d.~: ~(881 ~4~.r~~~-~,~.c w + Tenant: Y LI~'~ ~ 1- A-w~Ofin~+~'n~ Suile#: RESIDENT/OWfiER P1ame:~n~~d-~ ~~YNP- Ybm:?SwR~~ Phone: L~7 .~7Z~I•~L?U ' AddresslCily/Zip: [`~i~h~ 71`L~i(I,tl.1{-IK+E ~'`-f tl' Q Applicamis: _Owner ?CorrVactor TYPE OF WORK Description of work: ~~t.c~ IL . ConsVUCtion Cost: ~S 0"~ MAitti-Family Building: (Yes No ~ CONTRACTOR Name: N v~1~17'Lh License~: IiDN ) 3Z~Jd-' Address: ~d a C~ W liS~ ~ l /T ~ City: ~ q-v ry•i ~ SSaie: 2ip: 7 7 S~~ l^ Phone: ~ S L. 2 Wo . L(.'I L Contxt Person: JON ~NI~Q ~ l~1 ~ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateaorv 1 Minneso[a Rules 7672 Energy Code . Resieenrial Ve~atrtm categrny t worksrieet • rtew B~ergy Cade wo~icst~eer Category suemmed suanmed (J submisNon type) • ~'9Y ~'~PB ~~~s In the lest 12 monMis, has ttie Cily of Eagan issued a pennk fa a slmila~ plan based on a nmster plan? _Yes _No If yes, date and address of master plan: Licensed Plumber: Pho~: MecNanlcal CoMractor. Pha~e: Sewer & Water Contractor. ~w~e: NOTE Plans and supporfing dawments that you submit are considered to be pu6/ic infom~ation. Portions of the infortnation may be classified as non-public if you provide specific reasons that would pemrit !he Ciry to sonc(ttde that the are trade secrets. I hereby ackrowledge thaz this intwmation is complete and accucate; that the wo[k vriLL be in coMo~manr.a with the ord~nances a[W codas ol the City of E~an; tFat I u~Wers[and tlis is not a peimit, but wdy an applicatbn for a permit, ard wak is na slatt wifMut a permrt; tl~at ihe work will be in a~ uSih approwed Plan m Me tase o~ nwk w1e~;A reqwas a review and af x ~~~r YNaqv~hr x , AppiicanYs Prirted Name nat Page 1 oF 3 , ~ DO NOT WRfTE BELOW THIS LINE SlfB TYPES ? Foundation ? 05-plex ? 16-plex ? Accessory Bullding ? Pool ? Single Family ? a6-plex ? Fireplaee Q Porch {3maasoi~) n Ext Att -1Aulti ? Ot of _ Plez ? 07-plex ? Carage ? Porch (4-season) ? Ext NL - SF ? Q&Plex ? 08-p~ex ~ Oeck ? Parctr {scaeenA7azebwpergora) ? Mu1N Misc. ~ 03-Plex ? 10-plex ? Lower Level ? SMrm Damage ? 04-Plex ? 12-plex ? M'~la~reous WORK TYPES ? New ? Infirior ImprovemeM ? Siding ? Demolish Building, ~ AddiUon ? Move BuiSding ? Reroot d DemoVlsh SMe~ior ? APoereiion ? Fire Repalr ?~mlovrs ? Demolish Poundation ? Replacement ? Egress ~ndow ? Water Oamage ' pemdiGon (entire twil~rg) - giwa PCA handout to applipM UESGRIPTION: ,~1/~~/ ~ Valuatlon 1~ Occupancy V Y MCES System Plan Review ~ Code Editton ~~o SAC Units (25%_t00~o~) Zoning CityWater Census Code 7`T Stories Booster Pump # of Units Sq~mre Feet PRV # of Buildings Length Fire Sprinklers Type of Const ~ wdth REQUIRED INSPECTIONS Footlngs prew bldg) Sheetrock FooBngs(deck) Final/C.O. _ Footings (additian) ~ Final/No C.O. Foumlatfon HVAC Drein Tile Other: Roof: _Ice 8 Wa1er _final PooL• _Footings _AidGas 7ests Final Freming Siding: _Stucco Laih _Stone Lath _Brick Fireplace:_R.I. _AirTest _Final Wi~dows Insulation Hetaining Wail Reviewed By: Bufiding inspector RESIDENTIAL FEES: Base Fee Surcharge ^ v ~ V Plan Review ~~J ~ [ MC/ES SAC City SAC Utflity Connection Charge S&W Permit & Surcharge Treatment Ptant Copies Total Page2of3 Certificate of Survey ~ot~ TOLL BROTHERS oF ' 1400 Corpotate Center Curve Eagan, MN Zip 55121 4881 STEEPLECHASE WAY 3:1 Maziretcim Siopes ~ ~ ft~~'~, ar ~~~iair7srrog Wall Will ~a:quieed ~ EAGAN an~s~A~c ~ sY: EVI W D SiLT FEI~IC/ ~ 5~ ~ " zv . S87'23'52"E ~ I~~ IN3pECTi~ig pry~g~p~ ~ T _ I - ~ 9 TB W ~ ~ 139. 46 Tea ~ ~ ~ ~3.67 I . . ~ 1 L~ 8a.2 985.0 0 . ~ - 9 9.6 I I 62.BS I IV 1 ~ ~ proposed o a~ f l gara e rv 1 g84.3 L _ ~ I ~ ~7l~IL~ ~IIC~+7'~~ ` „ ~ , sao 3D.0~ ~I~~~~ Q' SoD 9 .83i I j ~ e 98 .0 96 . 989.8 1 r: . .c a 7.25 ~ I ~~y 1 .ava ~ 98 7 • I~~1 y{ v , ~ W ~ n 1 ProVase m ~1 ~83i I ~ ~ o ° o I ~ tl~ivewoyl ~ ' m O aa 1.42~ ~5~7 8.5R w ~ ~ a rn 3 ,p 985. ^ ~ n i ~ ~W ~ J 3J.67~ BS.a 9899 I ~ ~ ~ I 984. -X- - _ ~ j~~ 1\ building pad per ol ~ w s~ ~ ~(p 4. ~g_~ading plan ~ o O-~~.J /'~/~~Z. ^ ~ Top IP T;, ~ I ~ I W SCALE IN, FEET /i ~j0 I , 84.<9 ~~'A8. P ~ a z a U ~ ~ x 989 53 ~ a_ ~ ^ K985.~ I w~' ~ / ~ N N V_I r-, ~ 984`8 X X 985.4 I ~ ~ 1 I w ' r, . ( ~ i , BENCHMARK i M o ~ ~ i ` ~ Top Nut Hydrant Lota 6 and 7, Block 3, q,~~~ 988.3x 1 6, 3 9 5 S F a l o I Steeplechase of Eagan ~1 ~ J 28 Elevatton = 952.19 feat (NGVD 1988) v ~1 y _ n(JI~ ~ ~ ! I " J/~"" ~ ~ ip 9'2a~ ~ ~ ~ SITE BENCHMARK y x~ 4z. . , . . r~ R ,t ~ ~ i /l L~f ~ Top of offset IP opposiia southeast corner I~ 55 ' ~__-_j of buflding envelope. ~/f r~ v ~ ~5,q '1 ' j`~~~ oo ~ Elevatfon = 989.66 feat <..V ~ l% - ' ~=''r R=2 - ~ - PROVIDE AND MAWTAIN ~ -2 p. % GT pN W AY INLET PROTECI'lON uNT1T. ~w;` ~ = R ~WELLI~--_ = ~nv~+i.~ru~isESTaaLis . ~ l40 -0/5'/ ' ~ d ~°~b yd~ ~ ~ ase ~~c~ ,a LEGEND r. • m Iron monument found = Drainage Direction O= Iron monument aet and marked = Existing santtary aewer wtth Ifcense Na. 23968. = Existing storm aewer WO House Offset iron - I-= Exiating water Garage right ~ p = Sanltary manhole Minimum lowest fioor = Dralnaga & Utlltty Easement „ = Gate vaive elevation = 985.3 eco.o = Exfating Elevatton ~ = Catch basfn' Propoaed elewtlon from grade j , I ~ or development plon , - ' ~ Bearings shown are assumad B" ¢ Ob San. Sewer Stub Elev.= 979.4 DA.., i EAGAN CsNCiINBEWNG DBPT. • L ot 2~ B I O C~ `'F' PROPOSED AREAS PROPOSED ELEVATIONS S T E E P L E C H AS E Afea of Lot 2. Block 4= ~ 6,395 Sq. Ft. Garage ~~oo~ elev. = 993.6 Proposed House = -2+-93~4 S Ft~. Top of block e~ev. = 993.9 Prapoaed Driveway = i`~~ ~ ~Q• ~L Lowest floor elev. = 985.3 4 F EAGAN Pe~~e~t of Lot Coverage= 2~ ~ L3~dc~.~p,~EI'a+~C,+ 1~.9~e Drawing File: 700\12.84 .DWG DAKOTA COUNTY, MINNESOTA Project No. 03-730-L Subject to easements of record, if any. To~~ eros. codem ~ io, SPR #22679 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 o duly Registered ~~K Ham Lake; MN. Land Su r under the I the State of Minnesota. Minnetonka, MN. ICC7UF~STO LTD March 20, 2006 Phone: (952) 933-0972 \ / Fax: (952) 933-9153 Kurt M. Kisch, MN License No. 23968 Date www.rlk-kuusisto.com ReMe~ed~~. bulidlnq PadP'~~ D~ate ApA 12, 20~06 6'I'ID Blue Circle Dr. •Suite #'100 •Minnetonka, MN. 55343 Apr 12. 2006 1~.J4Pm T:\TOII 8rathers\2003730M1~\CERTS\Lat Cerls\Copy-of-718-LZB4.dwg ~r a a.~~ y ~ g~ ~-3oss 935. PQ ~3os~ qo. so . Zoo6 RESIDENTIAL BUILDING rExNUT arrLicnTioNM P~3 05~- ~-o. S o f City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 09 (c •`1-1 Telephone # 651-675-5675 FAX # 651-675-5694 ,~i.~'~vNs~ N/z0. .6~ New ConstruQion Reauirements RemodellReoair Reouirements Office~.Use'~.Onlv 3 registered site suNeys showing sq. tt. of lot, sq. ft. oi house; and all ruofed areas 2 copies ot plan showing foo6ngs, 6eams, joisis CeA of Survey;ReW ~ Y' N (20% maximum lot coverage allowed) ~ 7 set of Ene~gy Calculations for heated additions Tree Pres Plan RerA _Y = N. 2 copies of plan showin9 beam 8 window sizes; poured fand design, etc. 7 sile survey for addNons & decks Tree Pres Required _Y _ N lsetofEnergyCalculalions AddRion-indicateilon-sBesepticsystem ~ On-sAeSeptic~:Sysfem .~_Y -_N 3 copies of Tree Preservation Plan H iot platted afler 7l1/93 . /~~t p Rim Joisl DeUil Opfions seledion sheet (buildings with 3 or less unifs) ~~~OS g' R}#- ~ Q~p 7 D~ Minnegasco mechanical venfilafion form ,~t' Date ~ / ~ ~ / ~ ~o Constructiou Cost ~2~ ~ a ~ ~ . ~ » Site Address -I D g ~ S~ F PJQ ~2 G~. Q S e -E3niMSte-# d~~ ~v ~ Q Descriptian of Work C. OY C c*~ d-r d rD v; vi [ i~ S F N'L'^~ Multi-Family Bldg _ Y~ N Fireplace(s) _ 0 _ 1 _ 2 Property Owner ~~o ~ ~ IJ~ o S Zv~ C. Telephone #(~qS I) 3 6S - Q SS ~ Contractor l~ Yo S. ~v~ C Address ~ d l o~! D. ~~w.~ v~f S~-2 ~ ~ Q City L6 d q Q~ ~ State M~ Zip S S I 2 ~ Telephone Io S, I).~ 6 S- 0 S S 1 ~/!/t vvi w k~rc %asc - 3 E S p~~~ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Category , Residen6al Ventilation Calegory 1 Worksheet • New Energy Code Worksheet (Jsubmissiontype) SubmiKed Submitted • Energy Envelope Calculations Su6mitted In the last 12 months, has the CiTy of Eagan issued a permit for a similar plan based on a master plan2 _ Y _ N If yes, date and address of master plan: Licensed Plumber f I ~n VYl 0 k'~'~+ ~ 9 Telephone #(~7ro~ ~g `-~O ~ Z~ Mechanical Contractor ~ V~,~'~-~ Telephone #(612) ~ Z ~ -~~~o ~ Sewer/Water Contractor M _ Telephone #(~l ) yg G-~ 3 S 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 work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. M arf~ P~a kos~~ ~V(~- /7~Diu~s~i, ~ ApplicanYsPrintedName ApplicanYsSignature ~.'~'t~Sa~yj~ ~y-~ DO NOT WRITE BELOW THIS LINE ~ Su6 Tvpes ? Ot Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bidg 02 SF Dwelling ? 08 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 Porch (screenlgazebo) ? 36 Multi Misc. ? O5 03•plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04•plex ? 12 12-plex ? 25 Miscellaneous Work Tvpes 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addi6on ? 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 appl(cant DBSG~IptlOn: WaterDamage_Yes Valuation a2~ Occupancy MCES System Plan Review X 100% or 25% Census Code ~ ~ r Zoning R' ~ City Water SAC Units f Stories 2 Booster Pump # of Units 1 Sq. Ft. ~ R 9 2 PRV # of Bidgs t Length ~ 3 8 Fire Sprinklered Type of Const U 6 w~dtn 0' REQUIRED INSPECTIONS ~C Footings (new bldg) Sheetrock _ Footings (deck) X FinallC.O. Footings (addition) FinallNo C.O. ~C Foundarion HVAC ~ Drain Tile Other Roof ~ Ice & Water ~ Final Pool Ftgs AirlGas Tests Final Framing ~ Siding ~C Stucco Lath ~ Stone Lath _Brick ~c Fueplace, ~ R.I. Z( Au Test Final _ Windows X Insulation _ Retaining Wal] ~ Approved By: ~ , uilding Inspector - - - - - - - - Base Fee surcnarge g,FiSE~`~En~T ~0 SS sq.~'i-. x IS.~o 30825 ~Sr FiooR ~oss s~.F~. xsv.~o I?o9~-0 Plan Review I~ s~+ t~ MC/ESSAC aND ~~00~ ~I~f I sy. F-1-x5y. o0 (31+2~GE 801 Sq.~~.X1~.00 l28f6 City SAC Utility Connection Charge ~ 0 V EY2C-D S~D(' sy. ~ x 30. 00 ~ d cQ 0 S&W Permit 8 Surcharge ~ a-~- ~ 3 0 S.`~° Treatment Plant License Search Copies N~ 25~~ aC~~f ( D 0 ,B~ Other Total RPR-14-2006 14:35 215 736 9774 P.02i07 . . ~ i Permit Number RFScheck Compliance Certificate Checked Dy/Date 2003 IECC REScherk Sofrware Version 3.6 Release 2 Daza filename: K:1 ENCTNEERTNG SERVICESI_HVAC AEAT\_Energy Calwlazions\MN1Steepleciiace ofEaga~i - SignatwYS10101Cocooran-Provincial-0IO.mk PROJECT TITLE: Steeplechase at Eagan C1TY: Minneapolis STATE: Minnesotx FIDD: 7981 CUNSTRUCTiUN TYPE: Single Family WINDOW / WALL RATIO: 0.18 DATE: 04/14/06 DATE OF PLANS: 03/13/2006 PRUl~CT DfiSCR1PT[UN: Steeplec6ace at Eagan - Signazur~ 4889 Piloc Knob Road, Lo[# O10 Eagan, MN 55122 DES IGNER/C ONT RACT OR: Toll BrotHc~ Inc. PROJECT NOTES: Llcvstion: Provincial Uptions: O17, 070, L88. COMPLIANCE: Passcs M~cimum UA = 788 Your Homc UA = 701 I1.0% Belter Th2n Code (Up) Gross Glazin~ Aica or Cavity Cont. or poor P~nt~i~ ua $-1'~l~ ~l~- SCiPS 37~ Flat Cciling: Flaz Ceiling or Scissor Truss 2745 44.0 0.0 74 G~ewa11: Wuod Frame, l6" o.c. 238 13.0 0.0 18 Door 5: Solid 17 0.200 3 Knee Wall: Wood Fram~, l6" o.c 489 13.0 0.0 40 Bamd Joist: Wood Frame, 16" o_c. 33l 19.0 0.0 20 Exterior Wall 6": Wood Frame, 16" o.c. 2718 19.0 0.0 122 RPR-14-2006 14:36 215 736 9774 P.03i07 ` ~ i Window 2: Vinyl Frune:poublePane with Low-E 515 0.360 l85 boor 7: Solid 36 0.200 7 Door 8; Class 139 0350 49 6asement Wall 1: Solid Concrctc or Masonry 1960 10.0 0.0 142 Wall height: 8,5' Depth below bmade: 5.5' Insulazion depth: 8.5' Window 3: Vioyl Framc:Dou61c Pane with Low-E 11 0.360 4 Door 9: Glass 40 0.350 14 Floor Uvcr Cazagc All-Wood Iois~/Tnus:pver Urtconditioned Space 568 30.0 0.0 19 Slab on Giade: S1abAn-Grade:Unheeted S 5.0 4 Insulation depth: 2.0' . Fumace 1: Forced Hot Air, 92 AFCIE Air Condicionec 1: Elecuic Centxal Air, 13 SFFR COMPLIANCE STATEMENT; The propased building de4ign described here is consistent wi[h [he building pl~s, specificutions, and othtt ealeulations submitted with the permit eppliration. The proposal building hac beeo designed to meei che 2003 fECC rc~uiTem in REScheck Version 3.6 Relzave 2(fonnaly MECchech) and to comply with thc mundatory roquiremen[s lis d in 'e ch Insp on Checklist. BuildedDesigner Daze r . , LOT SURVEY CHECKLIST FOR RESIDENTIAL r? BUILDING PERMIT APPLICATION PROPERTY LEGAL: Wl GIL~ S-~ e. DATE OF SURVEY: 3 2~ Ob LATEST REVISION: m rn c m t V a O `z ¢ DOCUMENT STANDARDS ,9' • Registered Land Surveyor signature and company fd' ? ? • Building Permit Applicant ,0 ? ? • Legal description ~2 ? ? . Address ? ? . North arrow and scale ,0 • House type (rambler, walkout, split w/o, split entry, lookout, etc.) 8?? • Directional drainage arrows with slope/gradient % ~0' • Proposed/existing sewer and water services & invert elevation ~ ? ? • Street name • Driveway (grade & width - in R/W and back of curb, 22' max.) ? ? • Lot Square Footage ~ ? ? • Lot Coverage ELEVATIONS Existina ,B' ? ~ • Property corners • Top of curb at the driveway and property line extensions ? y1 ? • Elevations of any existing adjacent homes ,H . Adequate footing depth of strudures due to adjacent utility trenches ? ~+7 ? • Waterways (pond, stream, etc.) Prooosed ~ ? ? • Garage floor yJ ? ? • Basement floor ~ ? ? • Lowest exposed elevation (walkouUwindow) ~ ? ? . Property comers g?? . Front and rear of home at the foundation PONDING AREA (if applicablel 0 PI ? • Easement line ? ~ ? • NWL ? ~ ? • HWL ? ~ 0 • Pond # designation ? jd ? • Emergency Overflow Elevation ? ~ p • Pond/V4etland buffer delineation Y • Shoreland Zoning Overlay Distrid Y ~ • Conservation Easements DIMENSIONS ~ ? ? • Lot Iines/Bearings 8 dimensions ~d' . 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) jd • Show all easements of record and any City utilities within those easements yJ • Setbacks of proposed structure and sideyard set6ack of adjacent existing structures ,jX ? ? . Retaining wall requirements: Reviewed By: Date G:IFORMSBuilding Permit Application Rev. 11-26-04 ' ~ Certificate of Survey ~o<r TOLL BROTHERS ~ OF ' 1400 Corpotate Center Curve Eagan, MN Zip 55121 4881 STEEPLECHASE WAY 9.9 AAauimum Slopas ,~c,nt or ~i~taining W~~ ~R ~ $ u~ ~a Required ~ EAC~Aft~I ~C~7~C,1d~, ~ C~~: ~ ~Dd~i' G~(~f~l~~ 0 7~zo ~ S87'23'S2"E , _zs-~---~~ ti~~t~~A! ~~C~ I I~ _ ~ g ~ 139.46 ' Ta, ~ TB m ~s.s~ ° " I 1 L~ 84.2 985.0 O 9 9.~~ I I I 64.8J I IV rl I P~oposed o ~4 se{.9 np Aea.3 i gar aa ~ I " u'cJ1l~LStl ~0,7~~ 1 I ~ ~ 0 30.0~ 98a.2 j ~ n 98 .4 9. 989.8 ~ ° 1.25~ I I~ ~ L ~ a ~ 98 .7 I~~1 1~~ N~~ N j w N O,~'1 I OroPOae P ~~I 1 ~SJi I a O O ~ 8.$R~~YI ~ a.2 , O a o 1.t2i mJ57 w ~~'g 1~~ I n ¢ot 3 e 965. " ~ c1~ ~ i co i W > J ~ ~3.67~ 85.4 9899 I ~ ~ ~ \ ~ 984. _ _ _X-' _ ~ W ~ ~ ~ r 0 1 building pad per °ol 0 30 ~ y groding plon o ~ ~ ~ roo iP~ ~ I u' ~ a SCALE IN FEET ~ 84.49 ~~B.q""' 89.53 ~ n ~ Z I I c~ X 985.7 ~ ~ N N I ~N 1~+- I 9B4.6 x ` x 985.4 I o y I W I r, x BENCHMARK j ~ ~ ~ o ~ , E~+ ` IU] Top Nut Hydrant Lots 6 and 7, Block 3, 988.3x 16,395 SF al g I Stoeplachase of Eagan ~ J 28 Elevation = 952.19 feet (NGVD 1988) N1 y ~ ~ ~ I ~ 6 Q~ ~ SITE BENCHMARK 42~8' 98 m ' ~ L~7' " Top of offset IP opposite southeast corner ~ i-~=_=__j of buflding envelope. 9g5q 55 „ ` Elewtion = 989.66 feet ~ ~ ~ _ '`'R_26~'%- 'y P~Oi/IDE AND NIAIN1'AIIV > .-~-2~. 0~ GT~N WAY uvc.~~~o~craora u~vT~. ~w:- , ' 1N b ES'Pr~LIS = R ~~1ELL_ ~uv~t. ~r~ ts t al w osed <~c e~~~ ~ ~ ~ `p° ~0'S'/~~~~ ~ LEGEND r iron monument found = Dratnage Direction O= Iron monument set and marked = Existing sanftary sewer wtth Ifcenae No. 23968. ~ Exlating storm sewer WO House Offset iron - I-= Existing water Garage right ~ p = Sanitary manhole Minlmum loWest floo~ = Dralnage d~ Utility Easement ~ e Gate valve elevation = 985.3 eao.o = Existtng Elevation ~ = Catch bastn ~ = Proposed elevation from grade ~,q ~ or development plan - ; N ~ I ~ Bearings shown aro asaumed B . 4 06 San. Sewer Stub Elev= 979.4 Du... ii~iWlY~ ii~~0! ~ Dd~~s L ot 2~ B I O C~ ~"F PROPOSED AREAS PROPOSED ELEVATIONS S T E E P L E C H AS E A~ea of Lot 2, Block 4= ~ 6.395 Sq. Ft. Garage floor elev. = 993.6 Proposed Houae = 2 93_~4 Sq. Ft_ Top of block elev. = 993.9 Proposed Dr(veway = j 471 Sq. Ft. Loweat floor elev. = 985.3 OF EAGAN Percent of Lot Coverage= 27 % B~dg.~pJBf~~s f~l•9% Drawing File: 700\L2.B4 .DWG DAKOTA COUNTY, MINNESOTA Project No. 03-730-L Subject to easements of record, if any. ro~~ Bros. Code= ~ ~o, SPR pzzs~s ^ ~~i~tn, 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 T T.K Ham Lake, MN. Land Su r under the I the State of Minnesota. K Minnetonka, MN. /A M7~73L9T0 LTD March 20, 2006 Phone: (952) 933-0972 ~'j ' ~ / Fax: (952) 933-1 153 Kurt M. Kisch, MN License No. 23968 Date ~-~q~~ www.rlk-kuusisto.com _ ReNe~e~ bupolnq Pod ~ Dute Apd 120., 2008 6'I'10 Blue Circle Dr.•Suite #'100•Minnetonka, MN. 55343 ADr 12, 2~06 1:34pm T:\TOII Brothers\2003730M\CERTS\~ot Certs\Copy-of-71B-12.B4.dwg Wade Tutt - Steeplechase lot2blk4 OS-01-O6.doc Paqe 1 + Page of s Rau N'° INTERTEC Dailv Field Notes Project No._BL-OB-001446 Client: Toll Brothers Report No.: 2 C- Location; 4889 Steeplechase Wa~ Eagan. MN Date: OS01-O6 Artived On Site At: Weather Conditions: Cloudy low 50's rain Personnel Classifiwtion Arrive De art RDA Senior En ineerin Assistent, EIT Compaction Testing No. Of Tests: 7 Starting Test No.: 1 Ending Test No.; 7 Proctor Information: P-1 SP Submitted To: Henry Vloo Perfortned By: Bob Anderson Concrete Testing Date Cast: Supplier: Spec. Strength: Set: Mix: Air: Slump: Temperature: Set: Mix: Air: Slump: Temperature: Set: Mix: Air: Slump: Temperature: Set: Mix: Air. Slump: Temperature: Set: Mix: Air: Slump: Temperature: Comments: Preformed excavation observations on Lot 2 Block 4 Excavated out 12' to 16' of SC (filll and to~soil (filll The bottom soils consist of ISC1 clavev sand that is brown in color and iudged to be in a rather stiff wndition The bottom of excavation soils is iudqed suitable for buildino support Also observed the area of excavation benched into existina fiil on the araded nad Furthermore oreformed comoaction tests on the sand fill placed All tests met or exceeded the soecified density of 98°/a This soecified densitv is recommended due to more than 10' of filf ~laced belowprooosed footinq. Submitted To: Wade Tutt w/ Toll Brothers Performed By: Bob Anderson dfn Wade Tutt - stee lechase lot2bfk4 04-28-O6.doe Pa e 1 s RAU N" INTERTEC DAILY OBSERVATION REPORT Project BL-06-00144C Report 1- Soils Observations Location: Steeplechase- lot 2, Block4 Date: D4-28-06 Regular Overtime Personnel Classification Hours Hours R~A Senior Engineering Assistant, EIT Areas and work performed this day: Preformed excavation observations on Lot 6 Block 1 The orooosed house is located a~proximatelv 13'-14° off the back of the corrected oad. which was built durinq the mass qradinq of the Steeolechase develooment The oriainal qradina of the oad consist of aoproximatelv a 21' fill to obtain waikout rade. The back of the ad was also oversized a roximate 22'. The oversize area of the rear footin s of the ro osed house is on an area where soil correction did not occur. It is recommended that this area be soil corrected and oversized 1 1 from bottom of orooosed footina orade for ~rooer support of the rear footinq. Another ootion is to droo the footinqs at least 5" below the oroposed rear footina arade This would allow the oversize area bevond the footinqs to be at an acceotable'/~ 1 slooe Also alternate foundation svstems couid be desiqned and used as another ootion to soil correction Further information and recommendations on this option can be orovided if necessary. If the orooosed house is constructed without any of these ootions. then the risk of determinable settlement to house can occur It is also recommended that a aranular soil. such as sand should be used as fill to limit the amount of settlement to occur within tvuical construction standards. Weather: Pertormed By: Bob Anderson Submitted to: Wade Tutt wl Toll Brothers DOR ~ ~ Toll Brothers, Inc. Mazch 28, 2006 ~ ~ 1400 Corporate Center Drive, Suite 110 Eagan, MN 55121 , Attn: Rick Kittredge Re: The Corcoran (SPR #22679-L.ot #O10) - Stud Wa11 Analysis Eagan, MN tQp 241 CLEVELAND Project#06261 LIOC~~ ~~~-P"~-~-u~SE 1~~'t`~ A V E. 5.. 5 U I T E B 2 Mr. Kittredge, At your request we have perFormed a structural analysis of the 5 T. P A U L. M N "tall wall" assemblies at the Family Room and Foyer for the referenced residence. Information regazding the framing at these locations was taken s s i o s- i z ~ o from the construction documents prepared by Toll Architecture, dated 3-14-06. The following are our comments and recommendations for these walls: 1. 2x6 wall studs at 16" on center aze adequate structurally. 2. Some wa11 stud configurations at beam bearing conditions aze not adequate. We have provided recommendations for framing at these locations (see 1/A-7A, 2/A-7A and 3/A-7A attached). 3. Note that the stud framing shown on the current conshuction documents and in our recommendations for the Family Room and Foyer have a maximum deflection ratio of span/180 under wind loading per ASCE Standard 7-98. This deflection does not cause a concern regarding the structural performance of the framing, but we cannot comment on the performance of the exterior/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. Miscellaneous Item During our review of the stud wall framing we noted the roof design snow load of 30 PSF in the chart on Sheet A-4.3. This load should be 38.5 PSF per the Minnesota State Building Code. Please call with any questions or comments. Sincerely, 651.698.5626 FAX:G51.698.SG28 chazd W. Johnson, P.E. EMAi Minnesota Registration #23406 mjseng@qwest.net ~ • ~ ~ ?~n~N. LV~ RlCtt4.lJ QR.pfICT~E'r ~ . ~ yI E ~ 1.~ X~o~ ~tt 2x6 BALLOON FRAME~ F~ ~ Z(~OO Y r I ~4, ~ STU WLAL~L~@ ll . . STUD WALL @ 16" O.C. ~ ~ o' ` DOUBLE F~' ~ Z' 3 ~ SI TOP PLATE : 3-2x10 HDR. 3-2x1'0 HDR. -2x10 h ~nv 2-2852 2-2852 ~ ~ 2852 FIXED FIXED °,a FIXEC ~ 5~_a~,~ R.O, '-8 5'-8d' R.O. u' C Pr 3 S' 1 ~ ~ ~ ~ ' _ ~ ^ _ '"b°° ~ _ y d d co o in bo 0 ~ J _ _ -2X1~ I ~n - ~ ~a 3-2x10 HDR. 3-2x10 HDR, 'h~ jr ~ ~ ~ ' X X x ~ + o ~ 286: ~F 5068 PATIO 5068 PATIO d a ~ DOOR 3-2x10 HDR. DOOR _ - ~ M^W M [REPLACE ° ~ ~ PENING ~ ~ 1 , ~ r _ _ _ _ _ _ 1'-6" 5'-0 R.O. 5'-4" R,O. 5'-0" R.O. 1'-6" ~ ~-zxte 'i'v A~M. (3Rtr. 2'-10 1~Z' 20'-5" 1,_~z„ }S-1;/ pk S~~.e w~. 1'-0" R.0 4 4~_4Z ~ fvu- r'nw b; ~ BALL~~IV FRAMED WALL DETAIL z BALLOC A-7A SCALE: 1/4" = 1'-0" FAMILY ROOM A-7A SCALE: 1/4" _ k`~'', ; ; ,t_ ' ~ ~ , 2xfi BALLOON PRAMED 2x6 BALLOON FRAME~ - STUD WALL @ 16" O.C. STUD WALL @ 16" O.G ~'~~:t E v_.. ~ 4 I. DOUBLE DOUBLE s"'~' E ~,i~ TOP PLATE TOP PLATE 'x10 HDR. _ -2x10 HD ~ Y~. -2x14 HDR 2-2852 ~ ~ mia r,ie FIXED d ~ 2852 ° ° 2852 `~a ~ _ t~?; Sd" R.O. ~n ED ~ -ia FIXED y F.:~, ~ '~o ' `n S aP ~ ~ ~ ~ \ ~ ~ Ft,,1~' " ~ l7 - i k ~ z ~b~ ~a ~ ( ~ . ~ ~ Ln o~ ~ ~ `r ~ ~ i.-a I- x10 HDR. ~ -2x HD -2x10 HDR ~ ~ F ~ ~ ~ ^ i o ~ ~ ~ = d i8 PATIO ° d 2862 2862 ~OOR ` ~ ° 'I~ M~~ _ .y - io r-1 Mti I ~ ~ MIW ~ ~ ~ l0~ l0 ~-1 S~~tO ~ - ~ ~i 3 ~~r~ ~ 0" R.O. -1'-6" 2~_1~~~ 2'-lOg' 1'-0" R.O. t,~ 6g 5z^ RA. 1~-p^ ~t ~ 4'_4z~~ 4~_4i~~ ? z t 3, 76? L DETAIL ~ FAMILY RQOM A~A BALL001N FI~,AM ED WALL DETAo M ~ ~ I;~ y 2x6 BALLOON FRAMED SND WALI @ 16" O.C. DOUBLE TOP PLATE -r 3-2x10 HDR. ~ 2-3052 0 ~ FIXED ~ ~~Q y•zxt~ '1~ bM• b!~ . ~ 0 - 4 . . -1 a ~ ~ z ~L Y (p ~JW ~'dM.N H'r: _ F ^ U' ~nim = O ~ ~ ~ ~ 2 ~ 3- 1 3/~"x9 1/2" LVL HDR. ,^ti ' 2-LX1. S° Ah.l~~Gr. o -fr S-Lxb fw- ~'u- ~ 2-2868 DOOR W/ ~ 2-14" SIDELIGHTS ~ ~ I ~ 8'-3" R.O. i 114 10'-Iz" l i4" 3 BALLUQN FRAI~1ED lllr'ALL DETAIL A-7A SCALE: 1J4" = 1'-0" FOYER WALL (PROVINCIAL) ~ 2x6 BALLOON FRAME~ 2xE SND WALL @ 16" O.C. ' Sn BLE DOUBLE DOUBLE ~ PLATE ~ TOP PLATE TOP PLATE _ R-11-2~6 13:44 FROM:MJS~ INC. 651-698-5628 T0:3650605 P.1 r , - Toll Brothers, lnc. April 11, 2006 I 1400 Coiporate Center Drive, Suite l 10 I Z/ b~ Eagan, MN 55121 ~UlLpOR~~ OR1~~~C'~BOd~ p~1~9~ Attn: Rick Kittredge Re: The Corcoran (SPR #2~~-i.ot ~010) - Stud Wall Analysis Eagan, MN ~~d'Y ~y~.s~ ~ 291 CLEVELAND Project#06261 ~ A V E. 5.. S U I T E B 2 ~~~ge, At your request we have performed a structural analysis of the S T. P A U L~. M N "tall wal]" assemblies at the Family Room and Foyec for the referenced residence. informaIIon regarding the framing at these locations was taken s s~ o s- i z e o &om the construction documents prepared by Toll Arclutechue, dated 3-1406. Tha follow'tng are our comments snd recommendations for these walls: 1. 2x6 wall studs at 16" on center are adequate structurally. 2. Some wall stud conSgurations at beam bearing conditions are not adequate. We have provided recommendations for framing at these locarions (see 1/A-7A, 2/A-7A and 3/A-7A attached). 3. Note that the stud &aming shown on the current construcdon documents and in our recommendations for the Family Room and Foyer have a maximum deflecrion ratio of span/180 under wind loading per ASCE Standard 7-98. This deflecrion does not cause a concern regarding the shuctural performance of the frazning, but we _ cannot comment on the performance of the exterior/interior finishes. It is the responsibility of the Arclritect and Owner to verify the effects of the lateral movement on the proposed finishes with the finish suppliers. Miscellaneous Item During our review of the stud wall framing we noted the roof design snow load of 30 PSF in the chart on Sheet A-4.3. This load should be 38.5 PSF per the Minnesota State Building Code. Please call with any questions or comments. CCIO~}+~ poet-iC Fax Note 7g71 De~e ~~oto veees~ To F~°m 651.698.5626 FA%:651.698.5628 ~ ~O'ro~' ~ 'chard W. Johnson, P.E. R eM~~ esota Registration #23406 Ph0"a ° ~e ~ mjatng@9weat.net ~y r-eru ~si r abac ~ , D i ^ ~ ~ e~e. rRr~~-r • ~ i M~w. l~vc, Q~st4•~ P . . N ~ E v 1.~ x~ov !si - ru ! Dc6 eALL00N R m ~ 2x6BRLL00NFRAM~ F~ = Zboe f ft STUDWALL~1 Q' SiUDWILLL~l6°O.C. F~,~ L3,o rsi " I W f ON DOUBLE ~ i TOP PLATE ~ i ~ -2x10 } 3-2x10 H~t. 3-2x10 HDR. ~ 3 ! ; ~ a-zasz z-zss2 0 ^ zas2 FIXED FD(ED FU(EC ~ ~ } 5'-8~° R.O, '-8 5'-8~q" R,O. ~ ~ e ~ i j ~ ~ _ ; ~ , _ ~ ~m ~ ~ ' ^ ~o 0 ~ L ~ m o " _ -2x10' c~~n ~ ~ ~ 3-2x10 HDR. 3-2x10 HDR. ~ ~ ~ if` ~ ~ ~ ,9 x o ~ 286~ ~ ~ ~ 5068 PAlIO 5068 PAT10 ~ _ ~ .~e? DOOR 3-2x10 HDR. DOOR i REPLACE ° ~ d ~o ~ ~ + PENING ;o ~ o ( 1'-6" 5'-0" R.O.- - - 5'_4" R.O. 5'-U" R,~. '-6" ,-,yx~e 'i'o ~yM~. !bR 2'-10 N ' 1'-0~° 1~-0}° ; M r~4y~ W~. ~'-0° R.0 m 20'-5" ? S~~ /g 1~ ~ 4~~Z ~n , Frw ?~u. e ~ BALLOON FRAMED WALL DETAIL Z BALLOC FAMILY ROOM A-7A SCALE: 1/4" _ ' A 7A SCALE: 1/4" = 1'-0° ~ N i f1 D A , ~ i• r l N m m O~ ~ ' W . 2x6 BALLOON HwA~ 2x6 BALLOON FRAM~ t~n SR1D WALL Q 16' O.C. SiUD WALL ~ i6' O.C. ~ DOUBLE DOUBLE - ~ E _ TOP PLATE TOP PIATE 4 ~ ~ !xF0 HDR. -2x10 HD -2x10 HDR N _ ~ ~ ti ' T° - ~i 2-2B52 Q+ ~ ~ 4~'~ 2852 - a°~- 2852 FIXED ~ 8' R.O, °"p J ED ,;a FIXED ~ , ~ . ~ ~ ~ ~ ~ k ~ ~bm ,~m ~ ~ ~ ~ ~ x i. . ~t ~ d `v "v ~ d x ' cn ~ ~ _ -2x HD -2x10 HDR ~ ~ x10 HDR. l m ~ ~ i : ~ o o ~ a[ d = t' i8 PATfO a~.- 0 2862 ~ ~a 2862 z ~ )OOR " _ ' > io io ; ti M~m ~ o ;a '~m ~ ~ ~ i~ n y ~ N ~ O~ N 0" R.O. '-6° 2'-lOg" 2'-1~° j ~ 1'-0" R.O. ~a R, . 1'-0" , 4 -4Z" 4'~n ~ . L DETAIL ~BALLO~N FRAMED WALL DETAIL ~~Ew FAMILY ROOM A-7A SCALE: 1/4" = 1'-0" FAMILY ROOM 1 . I I APR-11-2096 13:45 FROM:MSS, INC. 651-698-5628 T0:3650605 P.4 ~ , Zx6 BALLOON FRAM~ STUD WALL ~ 16° O.C. DOUBLE TOP PLqTE 3-2x10 HDR, ~ 2-3052 0 FIXED ~ ~ ~ ~ y.zx~ ~ br• ~SR . ~ ~y•titls F?w ?ww HT ^ ~ '~m ~ ~ ~ ~ o _ 3- 1 3 4"x9 1/2" LVL HDR. ~ ~ t•~x~ e~ br.btc~ o.~- 3.,.•c to sw- ++Iru- r~k. 2-2868 DOOR W/ _°C 2-14" SID~LtGHTS ~ - io 8'-3" R.O. 11i" lli° 4 19'-lz~~ a _ - 3 BALLOON FRAMED WALL DETAIL A-7A SCALE: 1/4" = 1'-O" FOYER WALL (PROVINCIAL) 2x6 BALL~ON FRAMED STUO WALL ~ 16" O.G lB~~ DWBIE ~OUBLE - , P~~ TOR PLATE TOP PLATE Wade 1"utt - Stee lechase IoY2blk4 05-01-06.doc Pa e 1 Page of s Rau N" I NTERTEC Dailv Field Notes Project No.: BL-06-00144B Client: Toll Brothers Report No.: 2 Locatiorr.(488TStee`plechaseWay) Eagan.MN Oate: 05-01-06 Arcived On Site At: Weather Conditions: Cloudy low 50's rain Personnel Classification Arrive De art R~A Senior En ineerin Assistant, EIT Compaction Testing No. Of Tests: 7 Starting Test No.: 1 Ending Test No.: 7 Proctor Information: P-1 SP Submitted To: Henry Vloo Performed By. Bob Anderson Concrete Testing Date Cast: Supplier. Spec. Strength: Set: Mix: Air. Slump: Temperature: - , Set: Moc: Air. Siump: Tempereture: Set: Mix: Air. Slump: Tempereture: Set: Mix: Air. Siump: Temperature: Set: Mix: Air: Slump: Temperature: Comments: Preformed excavation observations on Lot 2. Block 4. Excavated out 12' to 16' of SC (filll and topsoil (filll The bottom soils consist of (SC1 cla~ sand that is brown in color and iudqed to be in a rather stiff condition. The bottom of excavation soils is iudqed suitable for buildina support. Also o6served the area of e~ccavation benched into exis6nq fill on the qraded oad. Furthermore oreformed comoaction tests on the sand fill ~laced. All tests met or exceeded the soecified densitv of 98% This soecified densitv is recommended due to more than 10' of fill placed below oroposed footinq_ Submit[ed To: Wade Tutt w/ Toll Brothers Performed By: Bob Anderson dtn r Wade utt - stee lechase lot2bfk4 04-28-OB.doc Pa e 1 s RAU N`. INTERTEC DAILY OBSERVATION REPORT Project BL-06-00144C Report 1- Soils Observations Location: Steeplechase- Lot 2, Block4 Date: 04-28-06 Regular Overtime Personnel Classification Hours Hours RDA Senior Engineering Assistant, EIT Areas and work performed this day: Preformed excavation observations on Lot 6. Block 1. The nrooosed house is located aoaro~matelv 13'-14° off the back of the corrected oad which was built durina the mass aradinq of the Steeplechase develooment. The oriainal pradina of the pad consist of ao~roximatelv a 21' fill to obtain walkout arade The back of the oad was also oversized approximatelv 22' The oversize area of the rear footinas of the oroposed house is on an area where soil correction did not occur. It is recommended that this area be soil corrected and oversized 1:1 from bottom of ~roposed footina arade for ~rooer suoport of the rear footinq. Another ootion is to droo the footinas at least 5° below the orooosed rear footinq qrade This would allow the oversize area bevond the footinqs to be at an acceptable'/.: 1 slope. Also alternate foundation svstems could be desianed and used as another o~tion to soil correction. Further information and recommendations on this ootion can be provided if necessarv If the ~roposed house is constructed without , any of these options then the risk of determinable settlement to house can occur. It is also recommended that a qranular soil such as sand should be used as fill to limit the amount of settlement to occur within Npical construction standards. Weather: Pertormed By: Bob Anderson Submitted to: Wade Tutt w/ Toll Brothers ooa ~ic=cudo6Weu'iiA~2 AM RAY WELTER HEATING & A.C FAK N0, 6128252303 No.5853 P. 2~ D2~~a Date: 7l25106 Revision Date: 7125106 New Construction Site Information Address 1: 4881 Steopelchese Way Project Steepelchase of Eagan Addreas 2: Lot 010 Block: Cliy: Eagan County: Subdivision: Aooliaation tnformation eusiness Name: Ray N Welter HVAC MN Confractor License Contact Person: JOE Office Ph: 612-8256867 Fax: Cell Ph: Add~ss 1: afi37 Chicaga Ave. So. . Gity: MPLS. State' AAN. Zip Code. 5540'7 Nouae Detalls Square Feet: 6251 sq. ft- Avg. Geiling Ht: 9.5 ft, Number of Bedrooma; 4 Ventilation : Balancad Total VenGlativn Capacity : 26Q cfi1. Mlnlmum Continuous Ventilation :75cfm. Intertnittent Vendlation: 185 cfm. Gombustion Aoolfance Wetar Haater: Power Vent Input BTUs: 80,000 4ndependently Vented fumaoelBoiler 1: Dlrect Vent/Sealed Combustion Inpuf BTUs: 100,OOD IndependenNy Vented Fumac:elBoiler 2: Qirect VenUSealed Combustion Input 97Us; 80,000 Independently Vented Other Go bu6tion A lian Das Fir~ed Dir~ct Vent Firepiace(s): Yes Gas Fired Power VeM Fireplace{s}: No Gas Fired Natural Draft Fireplsce(s}: No 5olid Fuel ApplianCa(a}: No Ezhsust Eauiement Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (~fm~: 135 Exhaust Fan Rating {cfm}; fi4U Make-U~Air No Make-Up Air Required by Coda Cam6ustion Air Raund Rigid Required: 4 inches or Ensulated Ftex: 5 inches ~ 8-o G Applicant Name (print)' Q+'~~ ~ ~r""~ 5ignature/Oate: Code Official (print): SlgnaturelDate: a?7A04 CmriarPoint Energy Minnegasco. 200A Mechanicnl Codc duidellnes• ' p~° ~ Address: 4881 Steeplechase Way Zip: 55122 Lot: 2 Block:4 Subdivision: SteeplechaseofEagan ~Z THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON • p ~kj - Yes No Comments Final grade - 6" from siding ~ Permanent steps - aza e Permanent steps - main ent ~ Permanent driveway 10 Permanent gas Retaining Wall or 3:1 Max Slope Sod/Seeded lawn ~ TraiUcurb damage ~ Porch Lower level finish 14 Deck Fire lace ; ~ p~~Z • Verify with your builder that roof test caps from the plumUing system have been removed. • Tum off water supply to the outside lawn faucets 6efore freeze potential eacists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. ~ BUILDING INSPECTOR: ~ CONTRACTOR: Toll Brothers 250 Gibraltar Rd Horsham, PA 19044 ~6~~ ST~ePr~~H~isec~A7 ~ O r~ C a~2 r~ .-.J Date: 2/3/O6 Revision Date: 2/3/06 New Construction Site Information ~ ~ ~ ~ ~ D Address 1: Toll Brothers Project D Address 2: Lot: Block: APR 1 S 2006 City: County: Subdivision: Application Information Business Name: Ray N Welter HVAC MN Contractor License Contact Person: JOE O~ce Ph: 612-8256867 Fax: Cell Ph: Address 1: 4637 Chicago Ave. So, City: MPLS. State: MN. Zip Code: 55407 House Details Square Feet: 6981 sq. ft. Avg. Ceiling Ht: 9.5 ft. Number of Bedrooms: 4 Ventilation : Balanced Total Ventilation Capacity : 290 cfm. Minimum Continuous Ventilation :75cfm. Intermittent Ventilation: 215 cfm. Combustion Appiiance Water Heater: NA Furnace/Boiler 1: Direct VenUSealed Combustion Input BTUs: 120,000 Independently Vented Furnace/Boiler 2: Direct VenUSealed Combustion Input BTUs: 120,000 Independently Vented Other Combustion Apaliances 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): 600 Make-Uo Air No Make-Up Air Required by Code Combustion Air Minimum Combustion Air Requirements Have Been Met. Applicant Name (print): ~c-~t Signature/Date: Code Official (print): Signature/Date: m 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 For Office Use Permit# 7. 5 40 v� Permit F�: 3 „,2_, Date Res:saes /0 —�O ..fPg_cyr f')>t L:)AD j EAGAN. MN 5512'2-1810 to r� UC 0 01 'r51'1L i) r 1) cs 3ijaAX tEulpt>�.w,�i�z�-� i sum 2018 RESIDENTIAL BUILDING PERMIT APPLICATION 10/08/2018 4881 Steeplechase Way Date: Site Address: Unit#: Ramaswamy Venkat subr mania l Phone9529976777 Name: Resident/ . 4881 Steeplechase Way, Eagan, MN 55122 Owner Address, Cr r<_� _ ._ .. Applicant oa X Owner ,...int ac,:ur �;r,rrptiOi of work, Basement Finish. ii1lJJff Type of Work r.,..nstruction Cost. 1 } Mule•-i a oily Budding:;;Ye: I Isio .__..1 CumpanContact; Contractor Address _. _ City. Stale: Zio. Phone mail: License 4. Lead Certificate 4: tion i rrghol is exempt from lead certification; please explain why: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING in the fast 12 months, has the City of Eagan issued a permit for a similar,plan based on a master plan? _:. Nc tt yes date and address of master ster plan: _.._. .. _. Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer di Water Contractor: Phone. Fire Suppression Contractor: Phone:. Nor iPlans 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. You may subscribe:to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at yewva cmityofeagar.com/subscribe. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 1813 Jays of permit issuance. CALL BEFORE YOU t1IG. (,ail Gopher State One Call at(651)454-0002 for i=rutert on agasi7C€}nsert3rc u d;, qti don-a.,,. Coil 48 how';soros yrs: ou nrz .. ,r.i::catom t taurgp .;s;d0 utIhn,S a�t nl tit, k nrq ,Th ..,>,wa,� + ��:: ..,s sir,',..aii ,ornplw,,, thm Crte work w 11 u '.r.,ra fry rra<...r.,:with,ht e,:i:1,, .,... i v:, own sod t :+� rr ori 3tt r1 �r of I' ru to �r of of i 1 beak ri, r a -1 .r h rrat t ,., ,, ..,. w7,r1 �tr ,.,rFr;>,y.J o an o Ins saossh {k. c-a reties and tis€>r,avat of glamor f i t R{"ail{`swam \renkat subrarania.f) F Applicant's Printed Name Applicant• t ie i ., if 1rte lg cl, eW)Ara– , - DO NOT WRITE BELOW THIS LINE /5 a S 7 t SUB TYPES — Foundation _ Fireplace Porch (3-Season) _ Exterior Alteration(Single Family) Single Family Garage Porch (4-Season) _ Exterior Alteration(Multi) _ Multi — Deck _ Porch (Screen/Gazebo/Pergola) — Miscellaneous 01 of_Plex Lower Level _ Pool _ Accessory Building WORK TYPES _ New _ Interior Improvement _ Siding — Demolish Building* _ 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 DAD Occupancy 3 / MCES System Plan Review `/ Code Edition ')0 C s SAC Units (25%_ 100%o X; ) Zoning TY City Water Census Code 666 Stories Booster Pump #of Units Square Feet PRV #of Buildings Length Fire Suppression Required Type of Construction f Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final/C.O. Required Footings (Addition) , Final/No C.O. Required Foundation Foundation Before Backfill )C HVAC_Gas Service Test Gas Line Air Test - Roof:_Ice&Water _Final i Pool:_Footings Air/Gas Tests Final )) Framing 30 Minutes 1 Hour Drain Tile Fireplace: Rough In _Air Test _Final Siding: Stucco Lath _Stone Lath _Brick—EFIS Insulation Windows Sheathing Retaining Wall:—Footings_Backfill_Final Sheetrock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Shower Pan Other: Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee j../6)-r41- (/' _ Surcharge ] Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit&Surcharge 3 Treatment Plant ( cL9U( �/' 9', ",_' 9` 06V Copies -A ,,� / ‹ P TOTAL Page 2 of 3 „ , , . Per it#: U3 (1 Permit#: 1/ : V,,,,',.-t,E,I,)„ Permit Fee: ( t-CO Date Received:_ 3830 PILOT KNOB ROAD I EAGAN,MN 55122-1810 (651)675-56751 TDD:(651)454-8535 I FAX:(651)675-5694 Staff: buildinoinspections(atcityofeagan.com u 2018 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: 10/24/2018 Site Address:4881 Steeplechase Way Tenant: Suite#: Resident/Owner Name: Ramaswamy Venkatasubramanian Phone: 952 997 6777 Address/City/Zip 4881 Steeplechase Way, Eagan, MN 55122 i Name: License#: Contractor Address City. State: Zip: Phone: Contact: Email: Type of Work —New —Replacement Repair Rebuild Modify Space Work in R.O.W. Description of work: Basement refinish RESIDENTIAL Water Heater 1 Water Softener i• Lawn Irrigation(—RPZ/ PVB) Permit Type ( ; X Add Plumbing Fixtures( Main/ V Lower Level) Septic System • New Water Turnaround Abandonment RESIDENTIAL FEES: $60.00 Water Heater,Water Softener,or Water Heater and Softener(includes State Surcharge) $60.00 Lawn Irrigation(includes State Surcharge) $60.00 Add Plumbing Fixtures,Septic System Abandonment,Water Turnaround*(includes State Surcharge) *Water Turnaround(add$280.00 if a 3/4”meter is required) $115.00 Septic System New(includes County fee and State Surcharge) TOTAL FEES$ CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeagan.com(subscribe. I hereby acknowledge that this information is complete and accurate;that the work will bd.i',conformanc:i . 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 lour k is notU ithout a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approv-I a fa AO �.tn"'' .Ramaswamy Venkatasubramanian X +�� iiiii,�'•••.` Applicant's Printed Name Appli a '. � `! (:,;,,,,7� 1 FOR OFFICE USE Reviewed By: Date: Required Inspections: Under Ground Rough-In Air Test Gas Test Final Meter Related Items: Meter Size Radio Read Man eter Staff: