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1400 Vince TrAddress: 1400 Vince Trail Zip: 55121 Permit:.87919 THE FOLLOWING ITEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON : (1p "" F"' a� • 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. • CaII the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. BUILDING INSPECTOR: .27-/D G/Bldg Insp/Forms/2007/Checklists Yes . No Comments Final grade - 6" from siding Permanent steps - garage Permanent steps - main entry Permanent driveway ir Permanent gas Retaining Wall or 3:1 Max Slope ✓ Sod/Seeded lawn damage 47Trail/curb Porch .. Lower level finish Deck Fireplace /7 ie /vjA jzil • 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. • CaII the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. BUILDING INSPECTOR: .27-/D G/Bldg Insp/Forms/2007/Checklists City of Eaali 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 staff: r Use BLUE or BLACK Ink Permit #: 7• Permit Fee: Date Received: 2010 RESIDENTIAL BUILDING PERMIT APPLICATION Date: HZ' 2) L) Site Address: lyOb WnCl1, � 1� Tenant: Suite #: RESIDENT / OWNER Name: Phone: Address / City / Zip: Applicant is: Owner X Contractor TYPE OF WORK Description of work: C,k.._ Construction Cost: y(5(i Multi -Family Building: (Yes / No Z5 ) CONTRACTOR Name: 1 %(N 3", H UMJ-, License #: I -Sl —7 Address: A-'{ Q(o v Dr, City:e\C.ov., • i i s r�_.r, T rLr1 . State: M N Zip: c5`ll 3 Phone: (���3•�,r►s�ri4'.����'�-•� C.05l"7i60 i"LIN 6 Contact:,Nck— , Email: h; C,) 6�(M .Q�� , C�I+M ., COMPLETE In the last 12 months, has Yes No If yes, THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING the City of Eagan issued a permit for a similar plan based on a master plan? date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans anal supporting documents that you submit are considered to be public information Portions,7of the information maybe classified as non public if you provide specific reasons that would perm!# the City'to oncluce that they,are trade secrets, ,p�•>. r CALL BEFORE YOU DIG. Call Gopher State One CaII 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.gopherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x clA bta,s Inor6 Applicant's Printed Name A l0 Applicant's re Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation Single Family Multi 01 of _ Plex Accessory Building WORK TYPES New y Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review � (25%_ 100% i ) Census Code # of Units # of Buildings Type of Construction Fireplace Garage Deck Lower Level Interior Improvement Move Building Fire Repair Repair 3 �3y 303 � T) Porch (3 -Season)_ Storm Damage Porch (4 -Season)_ Exterior Alteration (Single Family) Porch (Screen/Gazebo/Pergola) Exterior Alteration (Multi) Pool Miscellaneous Occupancy Code Edition Zoning Stories Square Feet Length Width REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: Ice & Water _Final Framing Fireplace: _Rough In _Air Test __Final Insulation Meter Size: Reviewed By: RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Ert 5217- Siding Reroof Windows Egress Window _ Demolish Building* Demolish Interior Demolish Foundation _ Water Damage *Demolition of entire building — give PCA handout to applicant A-! MCES System SAC Units City Water Booster Pump / PRV I3 Fire Sprinklers Sheetrock Final / C.O. Required Final / No C.O. Required HVAC Other: Pool: Footings _Air/Gas Tests __Final Siding: _Stucco Lath _Stone Lath Brick Windows Retaining Wall: _ Footings Backfill Final Radon Control Erosion Control Building Inspector l S'G ata /y e7ld 278-,'-'3—'O Page 2 of 3 PIZNF4ERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 6819488 - Pioneereng.com Certificate of Survey for: LOT AREA =15,300 SQ FT HOUSE AREA =1,935 SQ FT PORCH AREA =123 SO FT DRIVEWAY AREA =775 SQ FT BUILDING COVERAGE =12.6% IMPERVIOUS COVERAGE =18.5% 0.0 --- R-0-W t .4112.3 THORSON HOMES, INC. ADDRESS: 1400 VINCE TRAIL, EAGAN, MN BUYER: MODEL: ELEVATION: N89`56'20"W BENCH MARK: TOP OF SPIKE ELEV.=9 14.99 2 EXISTING HOUSE 916.1 rj 1 916.1 x O1 x{(915.0) �" 30.50 �► gte.252.33 1E913.5 L 915.0 I" -- iEr Ito �I 10 1 r t tx L .. 3 918.9oi 914.4 0 �--_ 0, am' fyC 918.2 1917.5 30.5 -- a < 15.00 ', Vo w r _tv rn a' Es 917.2 •4.00/(1917- .-- (0917.3/0 9.1 915.9 (914.2) 915.2 A 914.2 x 63.rL/ 917.4 916.2 1�F 8.67./ ca 0'67 LtA /m O 014 p 00918 0 *0 ,,,N Xcp 918©Om X3.33,417.5 67.2 - "*"'--x_111 Hold up grade to maitain 4:1 slope. `" X /31 ACG ft i) 1) 913.6 170.00 SODDED 0°. 00" x912.3 13.1 913.4 tot 923.5 1 OW A C4 913.2 1' x915.5 916.6 1 919.9) Li917.8 ai 20.33;j' 918.6 / \ k --_ �,.. 10 ' `� (918.5 10�sou) 1� 1 x444+ 919.51- �� i " - 03 �y 10 Y!� 30.50 J 921.7 52.33 92942 rI(92N89'56'20"W MARK: BENCH MARK: TOP OF SPIKE ELEV. =921.67 SANITARY SEWER SERVICE ELEVATION= (904.0) PER PLAN NOTE: NOTE: NOTE: NOTE: NOTE: NOTE: NOTE: BENCH MARK: TOP NUT HYDRANT ELEV.= 925.6 ADD BRICK LEDGE AS REOUIRED GRADING PLAN BY GUST LAST DATED 8/16/03 WAS USED TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. NO SPECIFIC SOILS INVES11GAT1ON HAS BEEN PERFORMED ON THIS LOT BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM BY: EAGAN REV! ! 7:MED TIS Dillinf r)RN 5 Q 0) soaro2'46"W 5 \ (926.4) 926.0 927.8 EXISTING HOUSE LOWEST ALLOWABLE FLR. ELEV. : (908.0) HOUSE ELEVATIONS : (PROPOSED)/ASBUILT LOWEST FLOOR ELEVATION : (911.8) TOP OF FOUNDATION ELEV. : (920.6) GARAGE SLAB ELEV. c, DOOR : (920.2) T.O.F. ELEV. 0 LOOKOUT :015.0) X 000.00 ( 000.00 ) --1111e- 1000.001 DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION DENOTES DRAINAGE AND UTILITY EASEMENT DENOTES DRAINAGE FLOW DIRECTION DENOTES SPIKE DENOTES ELEVATION ON DENOTES EMERGENCY OVERFLOW WE HEREBY CERTIFY TO THORSON HOMES, INC. THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 1, BLOCK 1, KENNERICK SECOND ADDITION DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION THIS 12TH DAY OF SEPTEMBER, 2008. NOTE: SCALE : 1 INCH = 30 FEET /3499 103235011 MTWx2 REVISED: 9-15-08 STAKE 9-16-08 CUENT GRADE REVISIONS SIGNED: / ,�'IONFlER ENGINEERING, P.A. BY: Peter J. Hawkinson License No. 42299 Ja;a 22,,09 12:51p p.l ITCO ALLIED ENGINEERING C4MPANY AN ALLIANCE OF INSTANT TESTING COMPANY AND ALLIED TEST DRILLING Jobsite and Laborafory Testing, Geotechnrcal Services, C,ommerciaf, Residential and Municipa! 7125 West 126Street Suite 500 Sava e Minnesota 55376 Telephone. 952-890-7366 Fax: 952-890-5883 January 22, 2009 Allied Er.cavating Phone: 952-894-8340 7401 West 126th Street Savage, Minnesota 55378 RE: 1400 Vince Trail agan, Dakota County; Minnesota - As requested, site visits were made on Janua•ry 20, & 21, 2009 zt 1:07 P.M. and 11:03 A.M. respectively, to evaluate and test soils within a foundation excavation for construction of a full basement single family residence. It is our understanding'that the completed s"oundation excavation may be approximately 15" below grade, iequiring the placement of engineered fill. 1/20/09: Observations made within the foundation excavation indicated soils consisting primarily of a medium sand with some gravel, with isolated areas along the north pad line containing a clayey sand. To evaluate the strength of the soils, a 5/8th" diameter smooth.probe was used at random to penetrate the footing lines within che excavation for the house and garage. With full body weight applied, the p'robes indicated penetration consistent with soils of aLcceptable consolidation. A 1 5/8th inch fluted handauger probe extended to a depth of 2 feet within the northeast section of the excavation, indicated dry granular soils at depth, with no groundwater infiltration observed. To assess the relative loadbzaring capacity of the subgrade soils, 2 dynamic cone penetrometer tests weie conducted. The dynamic cone penet-rometer'(DCP), employs a eight kilogram (17.5 pound) hammer to drive a 20 mi3Timeter diameter conical pa_nt into the soil, with tne penetration recorded in millimeters per blow. From the DCP readings, a per blow, penetration average was recorded ar_d a N-value derived. This N-value, is an empirical relationship we have established to equate the dynamic cone data to the more familiar blows per foot (BPF) standard penetration soil boring test. Test #1 - North Footing Line (Mid-point) ?CP Denth Per Elow Avq. / N-Value Estimated Load 385 MN. (15.2") 28.8 MM / N-I1 3750 PSF Jan,2Z,09 12:51p p.2 Test #2 - South Footing Line (Mid-poin[) DCP Depth Per Slow Ava. / N-Value Estimated Load 578 i-LM (22.8") 38.4 MM / N-7.9 2880 PSF 1/21/09: Testing was conducted with the dynamic cone pznetrometer to assess the consolidation of approximately 15" of a loamy sand engineered fill. Test #3 - Front Footing line (Near Mid-point) DCP Depth Per Blow Avcr. / N-Value Estimaied Load 295 MM (11.6") 16.9 MM / Y-22 Exceeds 4000 PSF Test #4 - Rear rooting Line (Near Mid-point) ?CP Depth Per Blo[a Ava. / N-Ualue Estimated Load 318 MM (12.5") 18.4 MM / N-19 Exceeds 4000 PSF Based on our observations and tests, we would anticipate an acceptable level of soil consolidation, meeting an assumed minimum net allowable of 2000 PSF. Our observations and su sequen soa evaluation or this '-p' ro7ec-t are limited to the elevation of the footing excavation, and depths achieved by shallow probes and dynamic cone penetrometer tests conducted on base soils and engineered fill. We tY,erefore, are unable to assess subgrade soils at depths which may be encountered by borings conducted as part of a standard subsurface geotechnical investiqation. sincerely, Instant Testing Company Reviewed By: 6 C<-~ V " Gary Standish Robert P. Su11entrop, P.E. Senior Inspector Minnesota Feg. #17823 CC: City oi Eagan Sui1_ding Inspections #701 - 0 / #605 - 1 1/2 / #610 - 1/4 / #304 (4) DCp / #612 - 52 ALLIED2.DOC , _ ~ . Clty of EapIl PL s r ~ Permit# ~ j `i-t ~7 I PermR Fee: _5 I 3830 Pilot Knob Road ~C I ' I Eagan MN 55122 oate Re ved:) 2. ' jltD '08 i Phone: (651) 675-567 Fax: (651) 675-5694 ~ I Staff: I ~ ~ ~'~~2~ ~ ~f ~ 2008SIDENTIAL UILDING PERMIT AP PLICATION GA~~6U` r4 Date: I Z46'Q o Site AddressAq06 lL/AL 2 1r!-tI ~ ince, fra~ Tenant: 0c*- ake I G~ Suite ! RESIDENT I OWNER Name: 6rfOl, ~16~~.cs ~ Phone: gsL~wt4' Dd4y AddresslCitylZip: WCl3±wad 0., Applicant is: Z_ Owner / Contrador TYPE OF WORK pescription of work: Nf- W ConsVuction Cost: Multi-Family Building: (Yes No ~ / CONTRACTOR Name: ~ur?.[J~ ,thl License#: Address: qN6t ~~J9r.L!"W W - city:~ 6±5,t,.. ti(i? ~ State: M"l ziP: < ttL3 (one: Contact Person: COMPLETE TIiIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Cateqorv 1 Minnesota Rules 7672 Energy Code . Residential Ventilation Category 1 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 /XNo If yes, date and address of master plan: Licensed Plumber. 0S61, ("~~~1^S Phone: e,"~~- 76) 1 - 0/_~ / n., 1 / ~/'7 Mechanical Contrector: F-1l~ 11/Il(.LVU~~ tsA ~C/!f?J?,<e/ Phone: L1S~l ' 7 7~ ~ Sewer & Water ConVactor: kl j c,Y-LdVArS Phone: NOTE: Plans and supporting documents thatyou submit are considered fo be public itiformafion. Porfions of the infoimafron may be classifietl asnonpublic if you p(ovide specific reasnns that would permit the City to eanclude fhat the y are tradeseCrets. I here6y acknowledge that this infortnation is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x Brla,N L ~e~.so4, x ~/''~"'L A L pplicanYs Printed Name Applicant's Signature Page 1 of 3 , DO NOT WRITE BELOW THIS LINE SUB TYPES ? Foundation ? 05-plex ? 16-plex ? Accessory Building ? Pool ?k Single Family ? 06-plex ? Fireplace ? Porch (3-season) ? 6ct. Alt. - Multi ? 01 of _ Plex ? 07-plex ? Garage ? Porch (4-season) ? 6d. Alt. - SF ? 02-Plex ? 08-plex ? Deck ? Porch (screen/gazebo/pergola) ? Multi Misc. ? 03-Plex ? 10-plex ? Lower Level ? Storm Damage ? 04-Plex ? 12-plex ? Miscellaneous WORK TYPES New ? Interior Improvement ? Siding ? Demolish 8uilding* ? Addition ? Move Building ? Reroof ? Demolish Interior ? Alteretion ? Fire Repair pWindows ? Demolish Foundation ? Replacement ? Egress Window ? Water Damage Demolition (entire building) - give PCA handout to applicant DESCRIPTION: Valuation 0470 Occupancy ~11L~ MCES System Plan Review Code Edition n)I SAC Units (25%_ 100% toL Zoning City Water Census Code Stories _IA-_ Booster Pump # of Units 1. Square Feet PRV ~ # of Buildings ~ Length ~ Fire Sprinklers Type of Const. Width REQUIRED IfdSPECTIOPIS Footings (new bldg) Sheetrock Meter Size: _ Footings (deck) ~ Final/C.O. . Footings (addition) Final/No C.O. ~ Foundation HVAC Drain Tile Other: Roof: Ice & Water Final Pool: _Footings `Air ests Final C Framing Siding: _Stucco Lath StoneLath _Brick C Fireplace:_~R.l. _~AirTest -~,Final _ Windows 4-- Insulation Retaining Wall Reviewed By: Building Inspector RESIDENTlAL FEES: Base Fee Surcharge Plaa Review MClES SAC City SAC Utility Connection Charge S&WPertnit&Surcharge ~~'V~"7' ~ - Treatment Plant V` Copies Total Page 2 of 3 ~~7,&/2.s~Z REScheck Software Version 4.2.0 Compliance Certificate Energy Cade: 2000 IECC Location: E.agan, Minoesota Conswd'an Type: Single Family Glazing Area Percenpge: 13% Heating Degree Days: 7987 Construclion Site: OwnedAgent: Designer/Contractw: 1400 Vince Trail Eagen, MN Comptlance: 0.0% Better Than COde Maximum UA: 497 Your UA: 491 Assembly . D.. Peritneter . Cailing 1: Raised or Enetgy Truss 1252 44.0 0.0 28 Wall t: Wood Frame, 16' o.c. 2682 19.0 1.8 129 Window t: Vinyl Freme:Double Pane with Low-E 352 0280 99 Door 1: Solid 45 0.350 18 BesemeM Wall 1: Masonry Block with Empty Cells 1152 0.0 10.0 219 Wall heigM: 9.0' Oepih bebw grade: 6.0' Insulation depth: 0.0' Fumace t: Forced Hot FUt 84 AFUE Air Conditioner 1: Electric Central Air 13 SEER CompUance Statement: The ptoposed bullding tlesign descrl6ed here is consistent with the 6uilding plens, speciflcaNons, and Wher calculaUons wbmitted with the pertnft applicadon. TFre proposed building has been deslgned to meel the 2000 IECC requlremeMS fn REScheck Version 42.0 arM W comply with the mandatory requi7S teA in tlie Scheck Inspection Chedcl(at. ~~t~ ~ 2 Name - Tide Signature 6ate Projecf Title: Report date: 09l18/08 Da1a filename: UntiUed.rdc ' Page t of 4 . ~ . _ . City Inspection Dept. Copy . City Forester Copy Applicant/Bui[der Copy (BUILDER, PLEASE READ ATTACHMENTS) Devetopment G 1" Z~j Lot Number ~ Biock Number ~ Address O( N(;& Tf?,l \ `LL Buitder ~ l ~c~IZSCif~ f{-c7Vh~s - PhoneNumber: G-S,'LiSq Contacf: Tree Protection Requirementsi ~ Tree Profecfion Fencing Insfalled On Site Oak Tre0 Pruning (ImmedFatelyseal wounds during Apri11'to July 31) Therapeu{ic Pruning Required Retaining HJall To Be Insfafled Other. EMAi+l FORESTRY DIVISION ~ Replacemertt Trees: ~~~E:WED y-_ Not Required As Follows: BY Aftachments DATE , Yes . No Additiorcal Notes: v Re - ~Ai i-ec11 ~j dt-c"t ~ O. Zr? . . H:\gpove~06f1e\treepre97ree Prese, dtion Plan Summary-2006 ' / ~ F.U.,im Ww PI$NEER~ ~ T0IBS16AvmoeN.W. Mwdots HdgMs, AtN 55120 p~ (fi51J681-1914 Pu:681-4488 C~~ " 4 (763)763-18H0 Pu:70-1883 avrt~mr~s urrovt.wnms wmauvevaxs ~wemsrwea~nens Forestry Departmenc TREE PRESERVATION PLAN ~ Certificate for: THORSON HOMES L(YT 1, B1.OCK 1, KENNERICK 2ND qDDITTON ~ EAGAN, MINNESOTp (DqKOTA COUNTY) 2 B_4CN MAP.k~ ~f~ ~g EXISTING i~ ~ C?!_ 3',<.59 HWSY ~ ASM ~ YI 1 Y16f ' 11'v9 J f O ` i Ign" aisa) (9~s.z) Aai i ~i O ' T 9155 "4 ~ N ^ % v 71- 23 o 91 0.] xn}S ~ 0 . l u F p ~ IJIrn i q x v° R, , :-"t/m XE I oO Q I m ~ ums me.cuv+gs~~''.~ ° w /O 1 I mis X D I -~I3 3a no.s"~- wul ~ 3 000 Z ~a ol ~l o o u(aiuli`tli! Hdd up Ion16aMM~Y~II iD , n~ I~ = fnse) moitain 4:1 gr al d' 'I ~iQ ^ oI E~ma 4.00i~on. a.6?' O r I^-r mn^..?? nIes\ i 6 X O IO ¢:.._.~%66/ O i (n M; B X--- --x~' . » (924.2) ' ~9261 N89'S6'20"W 770.00 : swa. Mn ~ TCo 0] 5-Ik~ pe E!EV.=9P1.57 [ MvqFRVAflON No78S '[RE6 PR0IECIION ROOT 7ANE DEf'AII. azrcu wm nr~ax0 9[axs m~m~cfax Sww u¢i rm n1F KNSMi.VY! M 92 TO RCN[Y ~ul OAX AqR0.kS KK~SSA PPlhS S1MMY ~Ff.~& /lO 1RFL Hq1EC11M Y[M14MZS M Rl 4Yl~D Y PIACfD IC~Mi l1E iMP. W TE RWl OE.~' I• Pt ri " i,ID u w~ mc wer uE mu ar wrc m¢z W~ xx m a vOc. g ' o r: e. 1HNJ' M'I R RA01IXf Cf CqIIpIfM 6.WG1Ep W TIE 1NE ~ 6~~~M xvrsa R'M' POYC1111FO MMN lllE 1PE£ NMi[L11G1 MEI. 91NID 6F ME fY MMA IIGf K MO 1111{Q ME 91PfAN4KM 6 L£ MISILIWE /.WA6i. ~t u~i~4 M rt rw~mc ff wu mm .us rm rwa ru¢ may ~ns u ro ur n ro , v~¢~ort M svao a ouc tr oeFws[ e so¢~ w ~q Y 114vR'a10 6 6~R lA!] ttCIF ~11VIIIQ EIYF?1 MR N NY6f. ? wR Yan lap f~t m r ' Nd1-1lMC Nd10 ORfSfW MISi Bf YPIID YYFd~W.Y. IF%MVI1VlS WSf ~R'4~6 s IUW A WI-IQtlC TRF YWMO pS44Ki ~IIN TIEM d OCWpYIFNT 91m sweRmM~mi ~Nitm~i m o~u[ Ym~c~wxou ' . ~KprY~uu T'RREC PR01ffiTION DETM. er x m a~6y+.e"Y°`awv~`~am oy~ ewo ~ : = e i TREE LIST e : swwwnt somxiwr s~v[ YOr~ap1 C T 91EAW1~ IlO@YAIf SIYE ..~..s o W.c nm.wwa awrtcwr suE E 6',4,6 OBWY 94MfSWT mw 19i1fAlI0Nl1'Jr RERIRE? RH'B12 WAS M M/Ea1414081ah691FVm!) wrt~w~f1 X .samrowrtaE ~ MrbYe+ti%tlW IFUi~ vaPR~~ S1me amtler inY Amu mR~ roa Wu I~ a V.roo iaw mE G.uSed ANo-ic SION@. HON@R@iGINEHtRiOP.A. ~ ~.a'~ ~1~'~ 9/~9p8 1A101:30FfP1' PmAmduu4 ~hoMem-Gn&eENEVia Wi-~19]A ' 103]JSL~1 103233Y11-1~1f1fryyJ(~[.~pl-BOLtlNg 1 of 1 1 1 - LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROPERTYLEGAL: LO'T), &Iee..k~ KeNnU''el< Zndak DATE OF SURVEY: q~J~108 LATEST REVISION: d ~ c m L ' U n p z Q DOCUMENT STANDARDS ,pj . Registered Land Surveyor signature and company 'g p p • Building Permit Applicant A!r ? ? . Legal description , ? ? • Address p? . North arrow and scale • House type (rambler, walkout, split wlo, split entry, lookout, etc.) • Diredional drainage arrows with slope/gradient % ' ,gr • Proposed/existing sewer and water services & invert elevation ~g- ? ? • Street name ,g p? . Driveway (grade & width - in R/W and back of curb, 22' max.) g ? ? • Lot Square Footage .J2- ? 0 • Lot Coverage ELEVATIONS Existin ? ? • Property corners ,0" ? p • Top of curb at the driveway and property line ex[ensions .X p? . Elevations of any existing adjacent homes 'X . Adequate fooling depth of structures due to adjacent utiliry trenches ? g ? . Watenvays (pond, stream, etc.) Prooosed .9 0 ? • Garage floor .W ? ? . Basement floor g ? ? . Lowest exposed elevation (walkouUwindow) 9 ? ? • Property comers ,H . Front and rear of home at the foundation PONDING AREA (if applicable) p -;K ? . Easement line . ? z' ? • NWL ? ,7j ? . HWL ? "g ? • Pond # designafion ? O • Emergency OverFlow Elevation , ? . Pond/VJetland buffer delineation y ~ . Shoreland Zoning Overlay District y • Conservation Easements DIMENSIONS ~g ? ? • Lot lines/Bearings & dimensions ,B • Right-of-way and street width (to back of curb) O 0 • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring pertnanent footings) ? • Show aIl easements of record and any City utilitie"s within those easements ~ 0 0 • Setbacks of proposed structure and ' e ard setback of adjacent existing strudures .2' ? ? • Retaining wall requirements: Reviewed By Date /Z G:/FORMSBuilding Permit Application Rev. 11-26A4 PjS-NEERengineering CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive, Merdota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.mm Certificate of Survey for: THORSON HOMES, INC imum S~o ADDRESS: 1400 VINCE TRAIL, EAGAN, MN PGO LOT AREA =15,300 SQ FT BUYER: MODEL: ELEVATION: O - 0taining bVall UUiI! HOUSE 935 PORCH AREA =1,23 SQQ T T R~UIfOd ~ DRIVEWAY AREA =775 SQ FT N89•5J6'20°W . BUILDING COVERAGE =12.6% IMPERVIOUS COVERAGE =18.5% OC.7g4QU. UROMM 5~ ANu c- If COJ~ D BENCH MARK: ` 913.6 SODDED I TOP Of SPIKE EXfSTING SWP ~,R I ( ^ ELEV.=914.99 HOUSE ~S'C~NCx912.3~.~ ~k ' `1 916.1 916.1 915.9 v z~ rcw I~ ~.0 M ~ R_ (91) I~ U~ r` N `I ~ AA 0 30.50 ~ ~915.0) 52.33 eiss sia.2 ~a ~ aia4 - ~ 913.2~ inl az3.s g _ ~ ~'6 917.4 L 916.2 ~ 28.6O 4.4Ol 1N / ~ m °o . df /X915.5 I ( ~ 917.5 ri = Ci 1 9f8.2 Sooeia ~oM ° 0 1 sis.e/ ~3 .33 svs x~ ais.e 87.2 I 3 30.5 15.00 18.6 w ~ ~ w x---- ~ I V 916s yp ~Q p~ Hald up grode fo ~ Z o~ a6/a~ ~ (9t e) makain 4:1 alopa. 6~! S 4 asiz 14.67" siza ~ CV I S O ao 917.2 '00 n~t9 ao eP (919.8) I Q I 0 I 'p917.3/ . Q I i(n vi 20.33 ~ 918.6 f l~~~ I ~ ~ t 3 0-- 0 ~ ~~918.6~~. I ac(~~ dSi°• 15 g~g N J 926.0 ~ ~ 918.9 927.7 52.33 9 (926.4) {92~~~j ~ tl0 ~ (921.71 ~ Pt N89'56'20"W 170.00 BENCH MARK: ~ TOP OF SPiKE EIEV.=921.67 N'J V . ' SANITARY SEWER SERVICE ELEVAAONg (904.0) PER PLAN By pM v z LPeG/6N ENi'niIVEEdiI1dG DEPr. BENCH MARK: 927.8 . TOP NUT HYDRANT - 925.6 ELEV.= ~ EXISTING HOUSE LOWES"f ALLOWABIE FLR. ELEV. : 908.0 HOUSF FiFVATIONS :(PROPOSEDI/ASBUILT LOWEST FLOOR ELEVA710N :(911•8 ~ 920,6 NOIE: AM BRICK LEDCE AS REOl11PED TOP OF FOUNDATION ELEV. ~ NOIE: GRADING PLAN BY GI15T IAST OAlEO 8/76/03 WAS USW GARAGE SLAB ELEV. @ DOOR :(9Z0•2 TO DETERMINE THE PROPOSEU ELEVATCMIS SHOYM ON THIS CER71flCA7E. 9,15 Q NOTE: PROPOSED BUILDINC DIMENSIqJS SHOWN ARE FOR HORIZONiAL T.O.F. ELEV, 0 100KDUT ~ LOCA710N OF SiRUCNRES ON 7HE lOT ONLY. CONTACT BUII.DER PRIOR TO CONSTRUCTION FOft APPROVED CONS7RUCTION PI.ANS. X DD0.00 DENOTES E%IS11NG ELEVAitON NOIE: NO SPECIFIC SOILS INVE511GA11IXJ HAS BEEN PERFORM£D ON THIS l0T ~OGO.00 ) DENOTES PROPOSED ELEVATION BY THE SURVEYOR. 7HE SUITABIUTY OF 501l5 TO AIPPORT lHE SPECIFlC DENOTES DRNNAGE AND UTILI7Y EASEMENT HWSE PROPOS[D IS NDT TNE RESPONSIBWTY OF iHE SURYEYOR ~ OENOTE$ DRAlNAGE Fl.OW DIRECTION NOIE: iH15 CERI7FlCATE DOES NOT PURPORT TO SHOW EA$EAIENTS OTHER At- DENOTES SPIKE TNAN THOSE SHOwN ON THE RECORDED PlA7. OOO.OU DENO7E5 ELEVATION ON NOTE: CON7RACTOR MUST VERIfY ORIVEWAY DESIGN. (XXX.X OENO7E5 EMERGENCY OVERFLOW NOIE BEARINGS SHOWN ARE BASED ON AN ASSUMED UANM E.O.F. WE HEREBY CERTIFY TO THORSON HOMES, INC. THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 1, BLOCK 1, KENNERICK SECOND ADDITION DAKOTA COUNTY, MINNESOTA VEYED BY ME OR IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS /SHO AS SUR UNOER MY DIRECT SUPERVISION THIS 72TH DAY OF SEPTEMBER 2008. RLM5LO 9-t5- : NQTESTAKE SIGN08 SCALE : 1 INCH = 30 FEET 9-16-08 c r crsan easio BY: 3499 103235017 MTWx2 Peter J. Howkinson License No. 42299 City of Eagan 3830 Pilot Knob Rd Eagan, MN 55122 (651) 675 -5675 www.ci.eagan.mn.us Site Address: 1400 Vince Tr Lot: 1 Block: 1 Addition: Kennerick 2nd PID:10- 41501- 010 -01 Use: Description: Sub Type: e- Fireplace Work Type: Gas Fireplace (new) Description: SEE COMMENTS Census Code: 434 - Zoning: Square Feet: 0 Comments: Fee Summary: Valuation: 3,000.00 Contractor: Hearth and Home Technologies 2700 N. Fairview Ave Roseville MN 55113 (651) 633 -2561 PERMIT City of Eaan BL - Base Fee $3K Surcharge - Based on Valuation $3K Applicant/Permitee: Signature - Applicant - Construction Type: Occupancy: Permit Type: Permit Number: Date Issued: Permit Category: 5/6/09 This fireplace permit did not need to be pulled. The fireplace is for the downstairs finish of this new home. Contractor filed an addendum to finish the downstairs before the new home permit, #87919, was finaled, so the downstairs fireplace will be covered under the new home permit. Let Wendy from Hearth & Home Tech. know that we can replace this permit with a different address when one becomes available. pf Total: $90.00 Owner: Thorson Homes Inc 4466 Wedgewood Dr Eagan MN 55123 $88.50 0801.4085 $1.50 9001.2195 Building EA089028 05/04/2009 ePermit I hereby acknowledge that I have read this application and state that the informa of Minnesota Statutes and City of Eagan Ordinances. on is correct and agree to comply with all applicable State Issued By: Signature