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697 Shelerud Dr 2004 RESIDENTIAL BUILDING PERMIT APPLICATION City OfEagan C_o'~ 3- ( 2- 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 o New Conswction Reauirements RemodeVReoair Reouirements 01(ice llse Onlv 3 registered s@e suNeys showing sq. ft. of bt, sq. ft of house; and all roofed areas 2 copies of plan Cert o( Survey Reod _ Y_ N (20% maximum lot coverage allowed) 1 set of Energy Calailatlons for heated addiGOns Tree Pres Plan Recd _ Y_ N. 2 copies of plan showing beam & window sizes; poured found design, etc. 1 site survey for addilions & decks Tree Pres Required _Y _ N lsetofEnergyCalculalions Add'dion-indicafei/on-sftesepticsysfem OnaiteSeptlcSystem _Y _N 3 copies af Tree Praservation Plan if lot pleked aher 711193 Rim Joist Deqil Options selectian sheet (bidgs with 3 or less units Date l-Odte_ Construcfion Cost Site Address (D g 7 ,ShP./enu,d fiv \~l UnitlSte # Description of Work 02(/4 Multi-Family Bldg _ Y~ Fireplace(s) 1 _ 2 Property Owner vv ~56 Telephone # (,651) 33d -6fV-? Contractor 10 Address ~j7 ? Sj`) PiY(.vi 07~ City Gtd'I State M/U Zip 55 I Z3 Telephone ) Z 3 p~`'}3'7 3 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 (J submission type) Submitted Submitted • Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan? _ Y _ N If so, 25% plan review fee applies. Licensed Plumber Telephone ) Mechanical Contractor Telephone # ( r) Sewer/WaTer Contractor Telephone I ~ AR ; 20C4 I I Ju ~ ° I hereby apply for a Residential Building Pemut and acknowledge that the information is com e d acc~rate; that the work will be in conformance with the ordinances and codes of the City of-Eagan an~F~ta~f 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. Joswti JQos Appli t's Printed Name Applica 's Si ature OFFICE USE ONLY Sub Types ? 01 Foundation ? 07 OS-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bidg ? 02 SF Dwalling ? 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 OS-plex )q 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y or _ N ? 25 Miscellaneous Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding X 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building" ? 43 Reroof ? 46 Windows/Doors ? 34 ReplacemBnt 'Demolition (Entire Bidg) - Give PCA handout to applicant Valuation 000 Occupancy MCESSystem Census Code 3y Zoning City Water SAC Units Stories Boaster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const vej W idth REQUIRED INSPECTIONS Footings (new bldg) FinallC.O. Footings (deck) Y FinaUNo C.O. _ Footings (addition) _ Plumbing Foundation HVAC Drain Tile Other ` Roof _ Ice & Water _ Fina] = Pool = Ftgs =Air/Gas Tests Final ~ Framing Siding Stucco Srone Brick _ Fueplace _ R.I. _ Air Test _ Final _ Windows _ Insulafion _ Rehining Wall Approved By: Building Inspector - Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge 5&W Permit & Surcharge Treatment Plant License Search Copies ~ Other Total r - • 2422 Enterprise Drive Mendota Heights, MN 55120 LAND SUR1EYOflS • qNL ENqNEEAS (851) 881-1914 FAX:881-9488 rt"AAe * BP fle uxo aLnnwens. urrosc,we Anpnhcts 625 Highway 10 N.E. * * * Blaine, MN 55434 (783) 783-1880 FAX:793-1883 Certificate of Survey for: MANLEY BROTHFRS ONSTRIII'TION 697 SHELERUD DRIVE BUYER- JOOS EAGAN, MINNESOTA ~~,5).Ar I BENCH MARK E~ E ~=938~ 80 / (~pc894~49'48"E Q"~yCJ.23 ai~ ]9~~.Z c!~ 41.00 ``~y~B.S 38.99 937.1 SQ•W 939.1 T -~I O _ _ 'O 938. r ~ .sIII L"r 9.51 ~ 16 36.00 O~ 935.2/iq~0.~ I D ~ o~ ~ n i•. l ~ENG~ k'I I~ v' o 'n ~ ~ C~ {I ~T .00 N v wi 40 934 y§ 1 1/I liu ~ ~2 4.00 O L~- 916.4 ~ 1 , j 1 a o 936.8 ~J\ l0 93SR8V o4iQOS 4 .o~o `i ~ > n~ ] P'o N OS~ 9 T W/ • ~ ~ ~ ~ `Li N Vp I 936.1 2.5 I I p I ~ O 938.5 oA rbo I ? . ~ OJ1n" W6~ cz~ W ~ 932.8 5 pa7.s ~ ~t~it~9 , i FUTURE Oi W I (20 ~~4`0') y 934.4 ~3)z° f W ~ X,_ ~ 9 6.9 BENCH MARK , . pc '-TOP OF SPIKE EL V.=936.65 ~:=rt Wj NO ^Y ~3 s.p q34z ~4,o} '`c' ° N ~,o u.,,, i O.O ~ / x ~7 ~-o s7 DO 859'00.~~ ' (n \7EST _ , Q= 30.00 . . ta . ~ ~O4v d=44 ~ ~ ~ ~ ~ 27.9 .1b ~ LOT AREA = 15,242 SQ. FT. ~ ; EDCE OF yyEnANp PER HOUSREA = 2,796 Sq. FT. 1 ~1~z PLqr PORCH PAT10 = 132 SQ. FT. I DRIVE AY AREA = 864 SQ. FT. COVERAGE = 24.9% ~ V\"Y?4E~ -rl(?E : Lo ~ ~ o uT ~ ~ i gA~i-y/ae-~ SEwC-2- BENCH MARK TNH LOTS 4& 5 BLK 1 ELEV.=939.b6 Qk0.+\ 1_(~ 25 -P-UPQSED S E I N\"4•L-' qZa''~ LOWEST FLOOR ELEVATION: Z~~ 0 TOP OF BLOCK ELEVATION: n0• NOTE: PROPOSED GRADES SHOWN PER GRADINC PLAN BY: PIONEEN GARAGE SLAB ELEVATION: NOIE: BUIIDINC DIMENSIONS SHOWN ARE FOR HORI20NTAl qND VERTICAI LOCA710N TOB 0 LOOKOUT ELEVATION: ~~5 .4 OF S7RUC7URE5 ONLY. SEE ARCNI7ECNAL PLANS FOR BUILDING ANU FDUNDA710N DIMENSIONS. % 000.00 DENOTES E%IS71NG ELEVATION NOTE: NO SPECIFIC SqLS INVES7IGATIDN NAS BEEN COMPLETEO ON THIS LOT BY iHE SURVEYOR. TNE SUI7ABILI7Y OF SOILS TO SUPPOR7 1HE SPECIFlC HOUSE ~ ~00.00 ) DENOTES PROPOSED ELEVATION PROPOSED IS NOT 1}{E RESPONSIBILITY OF 7HE SURVEYOR. - DENOTES DRAINAGE AND UTILITY EASEMENT NOIE: THIS CERTIFICATE OOES NOT PURPORT TO SNOW EASEMENTS OTHER THAN DENOTES DRAINAGE FLOW DIRECTION THO NOiE: CONIRACTOR MUSTTMVEERIFYCDRI~VEWAYAUESIGN. DENOTES SPIKE NOTE: BEARINCS SHOWN ARE BASED ON AN ASSUMED DAIUM B DENOTES OFFSET HUB WE HEREBY CERTIFY TO MANLEY BROTHERS CONSTRUCTION THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 5, BLOCK 1, NATURES EDGE DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCHROACHMENTS, EXCEP SHOWN, AS SURVEYED 8Y ME OR UNDER MY DIRECT SUPERVISION THIS 16 DAY OF APRIL, 2003, ~,,,jajSI NED: PIONEER E INE ING, P.A. SCALE : 1 INCI-i = 30 FEET VC--tY"E~ Sfas~ eS , n I . mp%M06!23'2003 09:22 6124704870 L'YF4AN LUF9BER C0. PAGE 01 a i° • 28900 WEST 78t" STREET % ~ CH/WHASSEN, IvIN 55317 ; PRONE (952) 470-4800 ' FAX (952) 470-4810 To: , Fax: nan: _ oete: ~v~ 3~ 3 From: Pa8es• Tncluding covel p8ge RE: ~ ,f~ r ' ? Urpent L7 For Itevfew, ? Please Comment ? PIem Reply ? Plaaae Recycl • , ~ , , A~05,1, ~ ~Gah~krr ~ ' • • . E: S l~~ c, Q~,q~ S A h t j INyfik1f'~ lu~ ~!p~ ' 4f!l53f~•..:i.N. A! V h ~ ' ~ t yn,,~y ~ ; ~ry . 7f ~ T r~! DALETIREVUZ.p 'I'ERZX SPANDE JAYSON BARTOLAIN Sales Representative Sales Assistant Sales Assistant DIItECT (952) 470-4841 DIRECT (952) 470-4840 DIRECT (952) 470-4839 MOBILE (612) 362-5827 . , . . 0612212003 09:22 E124704870 L'Y14FiN LUIdEER C0. PFGE 02 Mu11LLoaded Beam[ AISC 9th Ed A9D ] Ver 5.07 ProJect: - Locatlon: By Juatin Sprstrsr, Lymsn Lumper on: 0623-2003 Summary: A3~_~TT7t~17.75 FT _ SaoUon Adequate By: 24.3% ConhoNlna Fector Momant LOADINO UIq(iRAM ' W A Center Span a 17J5 R ~ Liy5 p~od A 35~b 2g~q Lp 2 ~ B 355 Lb 2023 lb 2378 Lb 0 L6 GntN ~Soan Uniform l.oeding w ~ $WL ~k1Ld20Pl1rcS I9]~I.~ 7rapetoidel Loadinp TR5 Lop p eL~~ SichtOPI LL S~~tQl LQ aS9 9S! L~AE[L4 76i'23/2003 09:22 6124'04^cr0 LYIdAN LUh9SER C0. PAGE 03 Mukl-Loaded 8eamf AISC 9th Ea ASD 1 Ver- 5.07 Proiect: - Locetion; By: Justin Spreitzer, Lymen Lurber on: 06-232003 : 08:50:38 AM Summary: A36-WII~ici 17.76 FT Sectlon Adequnte By. 24.3% Controlling Fador: Moment Center SDan Deflactlona: Dead Load: DLD-Center- 0,63 IN Live Load: LLD-Center= 0.08 IN = U3720 Tolal Load: TLp-Center- 0.58 IN = U384 CeMer Span Letl End Reaotlona (Support A): Live Load: LL-Rxn-A= 365 LB Oead Load: DL-Ibcn-A= 2554 LB Total Loed: TL-Rxn-A= 2908 LB Bearina lenpth ReQUlrod (Beam only, 9uppoA capacity not checkod): BL-A= 0.63 IN Center Spen Ripht End Reections (SUpport 0): Live Loed: LL-(am-B= 355 LB Qead Load: DL4bin-9= 2023 LB Total Load: 7L.Rxn-B= 2378 LB Bearing Length Required (BSam oNy, Support capacfry not chacked): BL-B= 0.63 IN Beam Date: Center Span Lenpth: l2= 17.75 FT Centor 3pan UnbrocW Lensrth-Top oi Beem: Lu2-TOD= 0.0 FT Center Spen Unbroced Length-Bottom af Beem: Lu2-BoKOm= 17.75 FT Live Load Oeflect. Crlteria: U 360 Total Load Deflect Crfteria: U 240 Center 9pan Loedlny; Unltorm Load Live Load: wl.-2= 40 PLF Dead Load, wD-2= 10 PLF Beem SoIT Welght: B9W= 12 PLF Total Loed: wT-2= 82 PLF TrapezoldelLoad 1 LeR Live Load: TRL-Latt-1-2= 0 PLF Lefl Dead Loed: TRD-Let[-7-2= 644 PLF Ripht Live Loed: 1RL-RipM-1-2= 0 PLF Right Dead Loed: TRD-Right-1-2= 844 PLF Load Stert: A-1-2= 4.5 FT Load End: &1-2= 11,0 FT Load Lenpth: C-1-2= 6.5 FT Propmties for W10u12JA36 Yield Stress: Fr- 36 Ksl Modulua of Elasticity: F= ggppp KSI Devtn: d- e.e7 IN Web Thickneas: tw= 0.70 IN Flanpe Width: bfa 3.96 IN Flan9e Thickness: t1= 0.21 IN Distence to WeA Toe oi Fillet; k= 0,83 IN Moment of inertia Abovt X-X AXIs: Ix-- 53.80 IN4 Section Modutus About X-XAuis: Sx= 10.90 IN3 Radlus of GYration of Compresslon Flanpe * 1/3 of Web: R= 0.95 IN Design Propertles per AISC Steel Construclion Menuel: Flans7e Bucklinp Retlo: FBR= 9.43 Allowable Flenpe Buckling Retio: AFBR= 10.83 We6 Buckl{np Ratio; WBR= 51.85 Alfowable We6 BuckllnV Retio: AWBR= 106.67 Controllinq Unbreced Len51M: Lb= 0.0 FT LlmiNnp Unbraced Lanpth for Fb=.BB'Fy: Lc= 3.0 FT Allowable Bendinp 3tresa: Fbz 23.78 KSI ' Web Heipht to Thickness Ratfo: hMn 48.74 , Limklnp Web HeIpM to Thidtneas Ratio for Fr-.4•Fy: hRw-Limft= 83.33 Atlowable Sheer Strmsa; Fr- 14.4 KSI Design Reouirements Comparleorc ControlllrtA Moment M. 17357 FT-L8 8.185 Ft Trom left suvPOrt oi svan 2(Center SDan) Critical moment created hy combining all dead Ineds end Ilve loeds on span(a) 2 Nominal Moment Strenpth: z2ggp9 ~B-~ Controllinp 8hear. V. At lefl support of aDan 2 (Center SDan) Crftlcal shear created Dy combining all eeed loads and INe loada on apen(s) 2 Nominal 3hear 3henpth: Vr- 27004 LB Moment of Inertia (Deflectloh): Ireq= 35.50 IN4 1= 53.80 IN4 Jvn-io-cUUD nu ic•Vo ni LIIIt11Y LUIIDGR rnn IYV. U0C0.70C101 r. uiiu~l I ~ . ~ AUTOMATED BUILDING COMPONENTS PI-IONE; (952) 470•4849; (800) 248-4047 PAX: (952) 470•4860 TRANSMITTAL SHEET VIA: FAX Q MAIL? FcoM: KEVIN BROWN MattBackhaus C:OMPANY: UATE: MANLEYBROS 6/19 JOn S1TE ADDftF.55: 70TAL NO. OF PAGES INCLUDING CUVER: 2 CC-1 r•nx tvcmmex: n6C Jon NUMpElt, gg; M32668 FIELD REPAIR ? URGL•NT ? FOR REVIEW ? FOR APPROVAL ? PER REQUEST ? RLPAIR ATIACHED ? FOR REPAIR ? SEALED DWGS ATTACHED NOTGS/COiviMENTS: Please pass this repair drawing on to Kevin Brown. The tnus in question is at 697 Shelerud. _ 17ian6, Mau ~i{~(,a`,'r~na~~ n { " i~ ~ w 3..,0.: U , IeY- - 100 2EPHYA AVE 50. MONTROSE, MN 55363 n ~ NJ Job Name: JOOS 697 Truss ID: R16HG JID: 29774 9RG %-lOC REAR SIIE REQ'U TC 2X6 $PF Q650F1.SE Mbb bncinq required ax each locaiian shoma. This Cezign hased on chord bracinp app7ied 1 0- 3-12 7715 5.50" 1J9' BC 2x6 SPF Q<OOR.OE ~ See standard decails Cf%OlOB)001-001). per the follorring schedulc ~ 2 21- 9-12 1830 3.50" 3.50" WEB 2z4 SPF Y1/02-CAN •[PN]-PUSE MDNITpi OSED-See laint Report•' m a c. fram m 2x4 SPP Y3-GN 2-e, 9-3 Plating soec ; AN4/rPI - 1995 TC 24.00" 1- 5- 1 9- 1-10 1-2 TC -~US]95 R(E 01n%q L 0.57 BND O.6IKI PLT eLR ]xa SPF /UF2 10-~ THIS DESICN IS THE CDMPOSiTE PESULT OF UPLIFf REACftON(5) ' 2-3 -6905 0.37 0.40 a.R 6RG 6lk 2z4 SPF i3-CAN -GN BFARINC MULTIPLE LWD CAREpOIRENEMSESS. shorm are based ON~Y SupporC Svppor[ Z 1 --68 TL lb lb 3-4 -2801 0.05 030 0.35 lvnber shear allwablss are per F0.S-91, on xhe xruss material ac each bearing. Niv-Drop : 0-145 45 4659 0.03 0.16 0.19 5 permanmt bracinq is requircd (by others) to Drsinagemusc he provided to avoid pondin9. This [ress is designed usirg [he -6 -3 0.00 0.36 0.36 preveni roncim/<oppltng. See HIB-91 and End vertiwls desiqned for axial 'ioadz onty. wS~/-99 Wnd Speofjcaiton BC FORCE AXL 8Np CSI ANSI/iPI 1-1995; 10.3.9.5 and 10.3.4.6. Estensions above or belen ihe trvss profile Bldg Enclosed . Yes ]-B 1543 0.35 0.50 OJS (if any) reQUire addiCio al consid raCion Trvss Lncation - Noi End Zone 8-9 4378 0.14 0.37 0.46 (by others) tor horiz. loads on ihe b]dg. Nurriczne/OCean Line . No Exp Catcgo. C 9-10 6917 0.38 0.29 0.66 eldg Lenyxh . 80.00 ft, B{dg MCih .1 96 ft 10-ll 300 0.02 0.35 0.37 Mean roof heiyhc - 19.07 Fc, mph - 90 TPI ScendarE Occupanry, Oead Load . 17.0 pst WEB R1pCE 6I WEfi fMCE CSI ----LOAD GSE Jl OESSGN LOAUS 641 2890 G.72 3-30 -5167 0.91 Uir t.Plf L.Loc R.PIt ft.Lac LL/TL BB3 -2839 0.87 9-10 -565 0A6 TC Vert 94.00 0- 0- 0 94.00 2141- B 0.85 p Z-8 1976 0.87 Sd0 3905 0.% BC Vert 2DAD 0- 0- 0 70.00 11- 8- G 0.00 37-9 -9 ?SS] 0.63 5-11 -3708 0.99 ' .TYPe... lbs X.Lec lL/TL V TC Yvc 133.0 9- 4- 3 oJ0 T~j NA% DEFLECTION (span) : TC Vert 186.0 1- 6- 0 0.70 p L/584 IN XEN 940 (UVE) 4' y 104-3 y 7-2-1 y TC Verc 196.0 6- 6- 0 OJO v L- -0.44" A -0.19" T- -0.63" T[ Vert 186.0 9- 6- 0 0.70 6C Vert 121.0 A- 6- 3 OJO 0 4-54 149-7 21-71-8 BC Vert 106.0 4- 6- 0 0.70 n REPAIR- FLAT l?P GNORO FROM )OINT$ d_5.4 5.2 8 lQ3-lo 2 0.4 eC Vert 106.0 6- 6- 0 0.70 5-6 HIIST BE TRIr1MED DOqN 1". 1 -1 1 B[ Vert 106.0 e- 6- 0 0.10 ALl PLATES, VNLESS OTNEPWZSE NDTED, 1 2 3 4 56 BC Vert 242.0 10- 6- 0 0.70 y MII.Sf BE INI'ACT AND PRE$$EO IN iHE BC Vert 242.0 12- 6- 0 0.70 W00D PEA TCI. 10.00 ~~p,pp eC Vert 342.0 lb 6- o oJo iP10 BC Vert 242.0 16- 6- 0 OJO < ' AOEQVATELY SUPPDRT THE TRIISS 10-14 TRIM 1• eC Verc 242.0 1B- 6- 0 OJO = uNTIL 7HE ftEPAIR IS CUtPLETE. 1 BC vert 142.0 20- 6- 0 0.70 TRIM TOP CHORD PND THE 30-14 BC Vert 242.0 21- 9-11 0.70 AND lU-SO PLATES AS REQIIIRED. REM4IIlINL PIATES MI/5T BE INTAR AND PRESSEO IN THE WOOD PER TPI. 3-6 7- 10 • ~ D0 NoT OVERCUT, , YO REPAIR IS REpULRED '~4 12- iS 10-74 -14 B-]2 1 -15 SHIP 3-1 1-4 4•10 I 8-8 H7016 64 1- e 1'e"b 3!> 71E C ~ ~ cl q - 5.00 J ~ , O-SB X 4_7_4i IIIR:NI:D1'CFR'Ill;1'Ttln'f'PitlSP1.Ah_SPi} 17-04 CIFiCanO~.QRHED6RT1~';tSPµt:1`AHED L ~ - 21-01-8 91'HllOA4\PEHSIVUIREC"ftiCPCR\'Iti~A\ 7 a ndo nlar l rNt w 111.1.r neqisrt:ucia rx[a , . 4-fi-12~ 10-2-_ 71 y 7-24 fTS~3USALS~4i1t:ERG?OEN'fIICLUi'S _ 4-6.12 14-9-7 21-11-8 OFTHtY/i'.}~+'O'HI< _""_._..a.•---.~- p . C.lb:U.7fR ~ U TiusnlSystemsPWlesare2bga.unlcsssliovmpy18'(M1Bga.j,•H'<169a1.a~'(M'M%N~9a.l.past4a~Ape~Jd~IDe~ailsRepat D{t'F nNa('~!i(/~lD.i'~~/6G ~ Clrtletl plalos aiq falu hame ppt¢s are poslioned ss sham above. ShiR gabla s1uG p'aRs lo avold weAap wM svucNal plalcs (a vaple). pl 19I Lyo3 C ARN/N Read all nofes on thls sbeet andglve a eopy of it to !he Erecting Confractoc C°sc: nneLEV eaos msaesqneroranimMd" Wutrqmmoorcamt wcsrysrm,nmsaenwseaonapeerramrepo.ueaeymrmmmrcmnunwamuer Wp: Drive3Jn32668_1.00005 ]OWOl anaaveu+~mz~uvmmuennen.ersuls=tmim~v~asyn.waau ramsaumwpcaurrirara:n~aumiam. y. Ds9 - nr: M08 dLC - 7 NT" 219A n ~Nkr¢bivarcteewNedvrtliemmporcmow~aam+crnbrewahuaesarceoroutaMlow~.ThenwWhsvwm19aiailWmx 7 Ne b~ls WSidmTis peipn mrcl va~mtl Ne 4i1kq mpW byPe~ml puW'up m~eytl qeryrtipla~eryO~Iprt MMpn iawnz TC Live 40.00 psf DurFacs L-1.15 P=1.15 j~ A. Bo Co ecm4~ss=uw~.:»mma.aauyvo.norw~vaaµvnammpornmmune,eo,a~nmuxwrm~mym~mnnwm 7C Dead 7.00 psf Rep Mbr Bnd 1.00 wu m~ m Wm+n m~~+~w.,.rcm.~.,u ow~ue monv,m m..e~earm.,...a m a.msa iw.,m.a~ we mv~e~r waxmn+u~. n Montrose BC LiVe 0.00 psf O.C.SpaCing 2- 0- 0 F.O. BOX J . FaMp@.IVtdY.'vnLYaMhxmPismmnamiCU~.awM'pIMOETAIISbyTwya~'PN51/!%t'.y~(y1'.{VWi'usffqMl Moncrose, NN 55363 ~~'~p~~~~R~~~~~~'~`~'`T~HCANp9pACWGYEfIyplqtECqyryECImWDODIRU$SES 6[ Oead 10.00 psF Design SDec TPI = in~e-ailwrias~suNUU~rcxieerWTw.mel~av~i um¢fnUancmasuom~m~.e.wa~n.w 'na3ne. ~ Tru5P1u5 6.0 Ver: T6.3.9 ire~meemnwm~aiepapvwwcatim~pFpp~~syoynsqntsn5n~e~rNl,veeoqW y~q:onDCmNS. TOTAL 57.00 psf DEF,Raeio; L/240 TR L/180 • S » ~ n ~ Job Name: JOOS 697 Truss ID: R16HG BRC X-LOC REAR SIZE REQ'0 TC 1a6 SPf CIG5011.SL F'rA bracinq reyvirod at oach loca[ion shorm. Thiz dcs+g~ based on i ' 1 0- 2-12 2715 5.50' 2.79' BC ZxG 5vr Qa0012.0C S,lc yiandard detiilx (Tx01087001-001). per che following sch, 2 21- 9-12 2830 3.50" 3.50" WE8 2a4 SPF 11i,1-U4 ^(PN)-PLAT[ N0+;1(qi USEU-See )oint Revort•' ma: O.C. 2.4 SPF 03-(AN 7-9, 0 7 Placiny s0ec : AR51/17'I - 1995 7C 24.00' TC FORCE AXL BND CS[ 10-4 711I5 uESIGN 15 TiIF. CO4POSI7E AESULT OF uPLIFT RFARION(5) _ 1-7 -5795 0.34 0.57 0.70 PLT 8LK 2s4 SPF 81N2-Gk NUl11PLE LOAO USES. Supporc 1 -68 ' 2-3 -6905 0.32 0.40 0.72 BRG HlK 2.4 SPF •3-UN BEARIR~ AEQUIRENENTS shown are 6ased ONLY Supporc 2 -71 ' 3-4 -2801 0.05 0.30 0.3$ Lumbcr shcar allonables arc pcr ND5-97, on-the [russ matcrial at each bearing. Nip-Drop : 0-1-1i 4-5 -2859 0.03 0.16 0.19 Permaoent bracing is reavired (by o[hcrs) [o Drainagc mvs[ be Drovlded to avaid ponain9. This truss is designec 5-6 -3 0-00 0.36 0.36 prevent rotation/[oDP1Snq. $ee 111B-91 and End vcrtica}5 d<si9^ed for a:ial loads only. ASCE7-98 Wind SOt<ifi< eC FOftCE Al(L 8N0 C51 ANSI/TPI 1-1495: 10.3.4.5,.d 30.3.4.6. Ettensions above or below the cruss Drofile Bldg Enclosed - Yes 7-9 45<3 0.25 0.50 OJS (if any) reQuire addicional cons+deration TrusS loca[ion - Noi 1 b 8-9 4378 0,24 0.22 0.46 (by others) For hon z. loads on [he bldg. Hurricanye/Ocean line • 9-30 6917 0.38 0.29 0.66 Mean rooftheigh80.0011 n 10-11 300 0.02 0.35 0.37 TPI Scandard Occupanq zl M'EB FORCE C5I wE9 FOHCE CSI --------LOAO GSE I ~ 6-11 2840 0.72 3-10 -5187 0.81 ' Dir L.PIf t n BB2 -2829 0.87 1-10 -565 0.46 TC Vert 94.p0 0L 2-8 1976 0.87 5-10 3905 0.96 BC Vert 20.00 0. 2-9 2685 0.66 5-11 -2208 0.69 .Type... lbs r 3-9 -552 0.13 , TC Vert 133.0 T[ Vert 166.0 < It4x DEFlER10N (span) : . 7C Vert 186.0 L' L/S84 IN XEX 9-10 (LIVE) 4-5-4 ~ 10-4-3 7-2-7 ~ 7C Vert 186.0 t' '0.44' p. -0.19" 7- -0.63" 45-0 74 9 7 21 11 B BC Vert 121.0 BC Vert 106.0 REPAIR- FIAT TOP CHORD FRQN 70INT5 - ~56 -S-d 5-2-6 ~10 0-4 BC Vert 306.0 „ ez 1 10-3 5-6 MUST BE TRIFAIED DdN11 1". r a 4 BC Vert 106.0 AlL PlATES, UMLE55 OTHERWISE NOTED, ' BC Vert 242.0 M115T BE INTACT AND PRESSEO IN THE 9C Vert 242.0 WbOD PER TPI. lpp , 0 9C Vert 242.0 10-10 BC verc 242,0 ' ADEQUATELY SUPPORT TNE TRU55 10-tn 1- aC Vert 2ei.0 BC Ver[ 242.0 UNTIL THE REPAIR I$ COMPLETE. BC Vert 242.0 • TRIM 70P CHORD AND THE 10-14 AND 10-10 PLATES AS REQUIRED. ~ REMATNING PLATES MU57 8E INTAR n AND PRESSED IN THE WOOD PEN TPI. 3.5 7_ 10 DO NOT OVERNT. ~ 77• -14 NO REPAIR IS AEQVIRED 12- 1-6 10-74 _~q 14 15 & 8-12 SHIP ~ 3-1 1-4 ~ a-,o I 8 8 111076 6-8 'I- -8 ~ a,a 0.8.0 1.0_8 3-6 TIE V = 5 0o - 0'5-8 H 4-14 ~ i FFn) ~ 17-14 Cf4tC'~I10, V 21-71-8 Hl llf: Ult 1 j~ 8 9 10 11 ~ . . .\%U 111.\1 . ~ 4-6-12 ~ 70-2-_ 1 7.2.1 Ft:»IUN.V. ~1h Illk. 11 =4-6-12 14-9-7 21•11-8 ~ . . ....__..........1..-. 11.\ I 1: Trusval SYS;ems Piales are 20 oa untess shrnm bv 9P'r IB na I 'N't I r- a% -nvvr%..n rv vn v ` - ' . ~~o SEVERSON,SHELDON, DOUGHERTY & MOLENDA, P.A. SUl7'E 600 7300 WEST 147I'H STREEI' - APPLE VALLEY,MINNESOTA 55124-7580 (952) 432-3136 TELHFAX NUMBER (952) 432d780 E-MAIL bauertQseversonsheldon.wm TO: John Gorder, Assistant City Engineer FROM: Robert B. Bauer, City Attorney 1L-4 DATE: Mazch 24, 2003 RE: Manley Land Development, Inc. Trail Easement Our File No. 206-19609 John, Enclosed for the City's records, please find the original Trail Easement regarding Lot 5, Block 1, Natures Edge dated December 23, 2002 and recorded with the Dakota County Recorder's Office on January 17, 2003 as Document No. 1985600. C) a-C-__- =C~-)-7 02~~ ~ I ~ ,p 0 C14 O OJ \ z ° ~ ¢ ~ LU m 0 I Y oa ~ LL TRAIL EASEMENT This easement, made t}ils Y4N ' day of 'tGW3C~, 2002, between Manley Land Development, Inc., a Muuiesota corporatioq (hereinafter refecred to as "I,andowner") and the Ciry of Eagan, a Mmnesota municipal corporatioq organized under the laws of the State of Mnnesota, hereinafter referred to as "City". WITNESSETH: T'hat the Landowner, in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt and suffiaency of which is hereby aclrnowledged, does hereby grant and convey unto the City, its successors and assigns, forever, a trail easemern over, under and across the following described property to wit: A Uailway easemecrt 10.00 feet in width over and across I,ot 5, Block 1, Natures Edge, Dakota County, Ivfinnesota, described as lying 10.00 feEt north and northwesterly of the following descdbed line: Beginning at the most easterly corner of said Lot 5, thence South 40°03'48" West along the southeastedy lot line of said Lot 5 a distance of 107.51 feet, thence southwesterly 26.15 feet along a tangential curve concave to the northwest having a radius of 30.00 feet, and a cenual angle of 49°56' 12"; thence due West to the West line of said I.ot 5 and there tenninating. The sidelines of said easemern are prolonged or shortened to terminate on the property lines of said I.ot 5. The grant of the foregoing peananent easement for trail purposes includes the right of the City, its contractors, agerns and servants to construct, reconstruct, inspect, repair and maintain a sidewalk and/or trail and erect and maintain signs in conjunction with the public's use of said sidewalk and/or trail and any signs erected in conjunction with the use of the sidewalk andlor riail. This Easement shall iun with the land and be a continuing encumbrance and seivitude on Lot 5, Block 1, Natwe's Edge, and shall be binding on Landowner's successors and assigns, including azry subsequent holder of mortgages. And the Landowner, for itseif and its successors and assigns, dces covenant with the City, its successors and assigns, that it is the fee owner of the lands and premises aforesaid and has good right to grant and convey the easemerns herein to the City. IN TESTIMONY WF3EREOF, the Landowner has caused this easement to be acecuted as of the day and year first above written. MANLEY LAND DEVELOPMENT, INC., a lvvnnesota corporation By: Its: I oc~) STATE OF MINNESOTA ) , ) ss. COUNTY OF ) The foregoing instcumem was acimowledged before me this ~ day of !'.l' "l,c 6Y 2002, by the ofManley Land Developmern, Inc., a lvlinnesota coiporation, on behalf f the coY-poratioa Notary(Public ~ ~ ~y~L114i ~.IVilii:!L'.L G APPROVED AS TO FORM: tI ' .M1 ~Y.1 V Ax J i~ ~2, ip...~Jn,. ~.....f.. r.~r. r Clty AtIOI71Cy5 Offi I-C~l J Dated: ~ 3 APPROVED AS O CONTENT: -:J~rw~A Public Works Departrnent Dazed: I - °t - O S THIS INSTRUMENT WAS DRAFI'ED BY: SEVERSON, SHELDON, DOUGHERTY & MOLENDA, P.A. 7300 West 147th Street, Suite 600 App(e Valley, Mmnesota 55124 (952) 432-3136 (SAL: 206-19609) \ • ~ ' . / ~ I - _ r ~ 141.97 ~ rZ 150.08 LO 3 4 1 J L _ _ a,,'s 0) "O ; ~D o 4 I 4/ nn LN89°49'48"W _ 105.23 _j~ LKJ F - - - - SHELERUD DRIVE i ~ I 5 i , 7 ~ i I PROPOSED TRAILWAY o ~ EASEMENT 17o p ~ 00 ~ NA~CURE ~ ~ 0:~ 7 -f-- , 6 o, - ~ 1 c3i , , , DRAiNAGE AND UTILITY ~ EkSEMENT ~1D N83"04 \ - . ~ 182.65 ` 'q' ~ti 201.23 ~~------~`"Yl~------- ~ r'_~ MRY-22-2003 11:33 ULTEIG MPLS 7635711168 P.92 14109 DESIGN OF C.I.P. C13NCRETE GARAGE FOUNDATIOIN' WALLS SUPPORTING PRECAST PLANK AND NOUSE FOUNDATION WALLS SUPPORTTNG WOOD FLOOR TRUSSE3. CONSTRl1CTI0N IS TO BE IN ACCORDANCE WITH THESE DRAWINGS ANA STANDARII INDUSTRY PRACTICE. MATERIAL& a= CONCRETE: F'c = 3000 PSI E 26 DAYS 1, THIS DOCUMENT APPLIES TO STRUCTURAL AGGREGATE! FOOTINGS - f%/g" MAX ONLY, VALLS - 3/4" MAX 2.DRAIN TILE, DAMPPRODFTNG AND/OR REINFORCING! ASTN A615 GRADE 60 WATERPROpFING, 6 INSIlLATION, AS WELL gpCK SANDY CLAY - GR~UP II AS THEIR INSTALLATION, ARE TO FILLi EOUIVALEN7 FLUID PRESSURE BE,I~1 9~CORDANCE wITH THE_ Cfl?E~a (req) = SS PCF E REST 3.1,.'REGA~S,`PL:ANJC ` I5 .:BE IN AGE.~ _ ELED, ~ AND GRUUTED PR~OR TO BACKFILLING OF~ALLS. FRAME WAI.L BY OTHERS 4.PRECAST MANUFACtURER IS TO DESIGN PLANK FOR S.W. d TOPPING DL t LL = 50 PSF M2°O ANCHOR HOLTS OR A 2000 LB COPICENTRATED LOAA E 72" D.C. MAX. 5. SEE S2 FOR LINTEL REQUIREMENT3. " CONCRETE PLANK w/ " AVERAGE CONPRE7E TOPPING TREATED SILL (NAX. SPAN 30'-0 ) PLATE MEM&tANE -i r m DRiVE WAY f-I 1=1 ~ I DE III- SLUPE GRA ' ~j AWAY FRl]M 4" MIN. BEARING FOUNDATI~Pf ~ LpVER GRADE B ~ ` °4 x 1'-4" DflWELS E 48" 0 SIDE WALLS ` DI22LLEA IN 6 GROUTED SaLID ~ ` STDNE VENEER , ~ v BY OTHERS BY PRECASTER ALL 1~/ALLS 0 a *4 x 2'-0I ~ z" ~ ~ 11pWEl.S 2 72" D.C. ~ •4 VERTS, @ 18" D.C. OR ~ ~ (4> *4 HORIZ. HARS ~ °S VERTS. 2 24" D.C. OR o L,`R *4 X 2,-0„ °6 VERTS, 2 36" D.C. DOWELS E A ~ 72" O.C. 14" C.I.P, C~NCRETE WALL 28" 1dIIIE x10" DEEP . 10" WALL @ EQUAL GRADE STRIP f'OOTING AT BRG, WALLS a SIDE 1dALLS 24" WIDE x 10" DEEP S1RIP ' 4" SLAH ON GRADE FQOTING AT NON BRG. WALLS I HEfiEBY CQtTIFY 7HAT THIS SPECIFICpTION, OR REPORT WAS PRFPARm BY ME OR PLAN, UNDER MY DIRECT S11PERw50N AND THAT I AM A DULY UCENNSED CONTRACTOR OPTION: PRDFESSIONAL ENGINEER UNDER 7NE lAWS OF 17iE 6 PROVIDE 42* OF FRO$T PROTECTION STATE OF M I N N E S? T fa TO BO" ff FqOTMC' Q ALI" VALL'S DAlE OS~ REG N0. 941 YZRAIN TILE aPROVIDE 4' DOY HD INStAATl~N ~ WITMQti 48" ARWND INTER]UR PERIMETER aso~ s, a on GARAGE WALL SECTIDN SHE TS S1 - S4 PRECAST BEARING 6 NON-BEARING RESIDENCE UNDER CONSTRUCTION 0N0. TEIG REVISED 7-sHELERUnE nR NGINEERS INC. 5/22/03 omm SE01 East R1ver Rond Sulte S- 1 ' a~ nnenpolls, MN 55421 05/12/03 for MANLEY $ROTHERS CONSTRUCTION hone 763-571-2300 Fux 763- 7l-1168 ,?rs &dRi B'r 4 b W 3 ~ MRY-22-2003 11:34 ULTEIG MPLS 7635711168 P.03 ~S 1, HORIZONTAL RElNFORCING TO ExTEND 24" M1NIMUM PAST WALL OPENING EACH END. 2,INSTALL (2) ADDITiONAL 44 VERTiCAL HARS FULL HEIGHT EACH SIDE OF ALL OPENING3 d 4 d 4 <1> 64 H13R1Z. 7'(1) °4 HORIZ. BAR BAR Z Q WB x 24 A36 f 3TEEL BEAM ~ w/ 9" MIN. BEARING d 'o d 0. E AT EACH END r c d F- G~ FILL OR BLOCK iu AS REQUIRED ~ d OitP TlOtJAx x CONI. (2) 166 HOR1Z. ~ I BARS 91/e" M1N, ~ 3/16" 2" 1N 12" T 9~/E_ MIN~ ~ ~ I I I I ~ I CONCRETE OP7ION S7EEL OPTION LINTELS PRECAST BEARING - 7 FOOT MAX. SPAN RESIDENCE UNDER CON3TRUCTiON p~ W o L T EIG 697 SHELERUDE DRIVE o~~ NGINEERS INC, EaGaN, MN 5201 East R+ver Rond S+r'te 30 S- 2 ;nneopoUs, l9~1 55421 H hone 763-571-2500 Fnx 763-571-1168 05/12/03 for MANLEY BR07HERS CONSTRUCTION $ MRY-22-2003 11:34 ULTEIG MPLS 7635711168 P.05 , r---FLOOR DiAPHRAGM IS Tp BE i SHEATHED W1TH 15/32" MiN. THICKNESS C-C GRA11E SHEATNING i W1TH A 32/16 SPAN RATING. i NAI~ SHEATHING w/ Bd NAiIS ~ 2 62 0pC.~ ATT ApL,LL E1DGTE ~SUPPORTS ~ SUPPORTS!C. uALlqNRSTT~I.fNSpHpEATHING i & 1N A DSTAGGERE PATTERNOISTS (16) lOd NAILS lOd NAfLS 2 6" O.C. INTO BLOCKING 2Axu10 R1M JO1ST MiN. SlMPSON A35 ANCHOR w/ (4) 8d x 1Va" NAILS EACH LEG NS & FS OF BLOCKING 2 x 6 TREATED I SYP OR EQUAL WOOD PLATE MIN. SEE S-2 FOR ANCHORS SEE SHEET S-2 REBAR NOT RfHOV ~EMENT B OOOTHERS R JOiSTS .a . SLI]PE GRADE ' AWAY FROM MANUFACTURED OR < FOUNDATION MiN. 2 X 30 $LOCKfNG ' 2 36" O.C. IN FIRST (2) J13IST SPACES w/ (4) lOd TDE NA1LS a I I I I I i- EACH END TO JOIST • I- I-I I I WALL SECTIpN PARALLEL TO FRAMING RESIDENCE UNDER CONSTRUCTION t003- 10 L T EIG 697 SHELERUDE DRIVE ~ NGINEERS INC. ucrcre ~ S- 4 EAGAN, MN H SE01 East Rwer Rond Surte 30 for MANLEY BROTHERS CONSTRUCi10N C"ECK ay M~nneapoUs, NN 55421 05/12/03 JSH e 763-571-2500 Fox 763-571-1168 TOTRL P.05 MqY-22-2603 11:34 ULTEIG MPLS 7635711168 P.64 • NOTEs. 1. PR1UR ?p BACKFILLING, FOUNDATION WALLS MUST HE LAiERALLY SUPPORTED BY FLOOR CONSTRUC7ION AT TOP AND SLAB AT BOTTOM OR BY ADEQUATE TEMPORARY BRACiNG. 2. USE A MINIMUM OF (2) ANCHORS FOR EACH POR7I13N UF S1LL PLATE, PLACE AN ANCHOR WITHIN 12" OF EACH END, 3. MAXIMUM WALL LENGTH ALLOWED WITHOUT A CONTR13L J01NT IS 50 FEET, 4,SEE S1 FOR FURTHER NOTES AND CONSTRUCTION GUIDELINES. SEE DETAIL--,,\/ BACK SANDY CLAY - GRpUP II ~ F1LL: EQUIVALENT FLU1D PRESSURE ( (Yeq) = 45 PcF SLOPE GRADE AWAY FRpM FOUNDATI~N 8' e MIN / -il'_ NO VERTICA u`~r'~'~~ ° REQrU~IREDING (4) •4 HORIZ, BARS x °4 x 2'-0" nowELs e • 12•~ 7a" o.c. o C5" M1N. EMBED) : OR ~ ve tre rFL00R SLAB t-- n1Si _ FL~t. cwcTEM ~ JOISTS 2 24" Q.C. MAX, TYP. 11/p" SPACING BY OTHERS OR MONOLiTHIC 1/8 x 30" LONG POUR 20" WIDE x 8" TH1CK ANCHOR BOLTS w/ STR1P FQOTING (MIN.) Cl> NUT 8 HEAVY DRAIN T1LE STEP DOWN FOOTING DUTY WASHER B 49" AS REQUIRED TO PROVIDE O:C, (7" MiN. EMBED) Jp1ST HANGER CUSP OF FROSTMPROTECTION OR SIMPSON MAB15 . OR SIMPSON) w/ (6) @ 36" O.C. o R a' lOd x 1 V~" NAILS T? APPROVED -EQUAL , pLA7E L NO NAILS TO 2x6 TREATED JOIST WALL SECTION SYP OR EQUAL MIDOD PLATE MIN. 4" HRICK LEDGE OPTIONAL (MAX, 12" H1GH STEM) RESIDENCE UNDER CONSTRUCTION 03" p L t EIG 697 SHELERUDE DRIVE o NGINEERS INC. uLTCC g- 3 EAGAN, MN 52M East Rnree Road Su~te 30 C~~K M:nneapoli5, MN 55421 OS/12/03 For MANLEY BRDTHERS CONSTRUCTION $F{ hone 763-571-2300 Fox 763-571-1168 ^ AP-IRNMAY, 211 2003L_ 9:04pM tLTEIc, MPLS FXR . tNO. 099"1b° P. 2.°'•"y etsMaRCK. riD ' siouz FALis, sn ~ ULTEIG ENGINEERS, iNC. 5t01EASTFLV@'lRO.qD.9UIT83M fP%7R~77-~ ~,tlNWEPDpLW, MN 55b71 WEBSri6: wwwLlldp.oom MEMOItANnUD'I • ~~VJ Qate: May 23, 2003 ?1e'sy.4 ,-r xt.~°!~ i To: Michelie Kassa i Manley 8rothers i 2113 Cliff Diive Eagan, MN 55122 i From: Jason S. Hanlon, P. i Utteig Engineers, Inc. ; Re: 697 Shelerude Drive ~ gan, MN ~ UE[ Project Number 03-6610 7his memo is to address the soil correction and the bracing far the foundation walls at the above address. The follawing items ate noted: ; 1. The soil^^ ~'~'af ac mR~eted on site_dae~not impact the structuraf ~ desi n of the founda ' at was prepared by Ulteig Engmeers, nc. The ' oun aUan wa Is will be structurally adequate. 2. The use af adequate temporar5+ bracing prior to backfilling the foundation walfs supporting the precast plank is acceptable. The bracing used shall support the top of wall and shall be spaced approAmately 6'-0" on center. Please call iF you have any questions or concems, ! ~ ; I i j Eount oPaorrruNm, eeerLorEx i iTpTRL P.01 , ~ f~? ~~'~``~'~"~ive TRAII, EASEMENT 2J This easement, made this day of -DCCGu" +3E'~-, 2002, between Manley Land Development, Inc., a Minnesota corporatioq (hereinafter referred to as "I.andowner") and the City of Eagan, a Mumesota municipal corporation, organized under the laws of the State of Minnesota, hereinafter referred to as "City". WITNESSETH: That the Landowner, in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby aclmowledged, does hereby grant and convey urrto the City, its successors and assigns, forever, a trail easemern over, under and across the following described property to wit: A trailway easemerrt 10.00 feet in width over and across Lot 5, Blcek 1, Natures Edge, Dakota County, Mimesota, described as lying 10.00 feet north and northwesterly of the following described line: Beginning at the most easterly corner of said Lot 5, thence South 40°03'48" West along the southeastedy lot line of said Lot 5 a distance of 107.51 feet, thence southwesterly 26.15 feet along a tangential curve concave to the northwest having a radius of 30.00 feet, and a central angle of 49°56' 12"; thence due West to the West line of said Lot 5 and there terminating. The sidelines of said easemem are prolonged or shortened to terniinate on the property lines of said Lot 5. The grant of the foregoing permanent easement for trail purposes includes the right of the City, its contractors, agarts and servants to conshud, reconstruct, inspect, repair and maintain a sidewalk and/or trail and erect and maintain signs in conjunction with the public's use of said sidewalk and/or trail and any signs erected in conjunction with the use of the sdewalk and/or riail. This Easement shall run with the land and be a continuing encumbrance and servitude on Lot 5, Block 1, Nature's Edge, and shall be binding on Landowner's successors and assigns, including any subsequent holder of mortgages. And the Landowner, for itself; and its successors and assigns, does wvenant with the City, its successors and assigns, that it is the fee owner of the lands and premises aforesaid and has good right to grant and convey the easements herein to the City. IN TESTIMONY WHEREOF, the Landowner has caused this easement to be executed as of the day and year Srst above written. MANLEY LAND DEVELOPMENT, INC., a Minnesota corporation By: Its: 1 oenx-r-T STATE OF MINNESOTA ) - ) ss. COLTNTY OF \1c' Ui i ) The foregoing instrument was acknowledged before me this ~ day of C'%,clx 2002, bY the ,.~:5 of Manley Land Development, Inc, a lvtinnesota corporatioq on behalf~the cooration. Notary'Public yl APPROVED AS TO FORM: 5~1 ~Y~ ~ i~t~ _~L ; q , ~ jr;;. City Attomey's Offcg I Dated: ~3t ~ 3 APPR~ O CONTENT: Public Works Department Dated: I - - o S THIS INSTRUMENT WAS DRAFTED BY: SEVERSON, SHELDON, DOUGHERTY & MOLENDA, P.A 7300 West 147th Street, Suite 600 Apple Valley, Ivfinnesota 55124 (952) 432-3136 (SAL: 206-19609) \ / - _ - _ ~ 741.97 - _ - - ~ I ~ ~ S~.~fg ~ ' lo ~QO 3 O N ~ ~ 4 ,s 0) ~ 0~1 15 ~ ~ 922F \ O: (0o 4 I \a~„ c LN89'49'48"W r-\n _-105.23 J/ - - - - - ~ . r-- - ~ o SHELERUD i ~ DRIVE i ~ i 5 i I PROPOSED ' ~ TRAILWAY Wo p ~ EASEMENT / O 7O 51C 0O- ~ I i s I Q~ 7 -f-- ' ~ 6 r~ ol I 1 ~ co \ \ ~ 01 ~ ~ I ~ I ~ DR,yiNacE AriD uTiuTY EA,EMENT - ~ N83°04'36'~~~ 9L.71 ~ .7 3 ~ ~ ~ 182.65 7 4 201.23 ~ , ~ - . ~ / ~ ~ - 6 Ssn Exh]i.bit "q" 11 N'/"~ Dakota County License & Service Centers Receipt No. 12051 - Western Service Center, Apple Valley, MN Date: 11-16-C.i 3 Daytime Phone 3/ 1J.C~ Received from: Name _ V d n • eYl` Q l Address -7 6O 7' C~-d The following documents have been received at the Western Service Center and are being forwarded to the Dakota County Property Records Office at the Hastings Adminlstration Center: Document Type ~ n { Legal Description /Y Abstract~C_ or Torrens Reterence: Certificate of Title k Filing Fee $..S70' G6 Check #~f WSC Receipt # Needs approval by Examiner of Titles, then transfer by document processing. $60.00 fee, Check # . Needs legal description verification by Gloria or Karen Memo Service Center Rep. NOTE: THE DOCUMENTS ARE NOT OFFICIALLY RECORDED UNTIL THEY ARE RECEIVED AND RECORDED BY THE DAKOTA COUNTY PROPERTY RECORDS OFFICE. ~ 0 ~ N ~ ~ oZ o J ~ ZV tL z _ ir ~ ¢o oQ ~ LL TRAIL EASEMF NT 2J This easement, made this a~- day of ~'t,6,14~---, 2002, between Manley Land Development, Inc., a Ivfinnesota corporatioq (hereinafter referred to as "Landowner") and the City of Fagan, a Mmnesota municipal corporatioq organized under the laws of the State of M'innesota, hereinafter referred to as "City". WITNESSETH: That the Landowner, in consideration of the sum of One Doliar ($1.00) and other good and valuable consideration, the receipt and sufficiency ofwfiich is hereby acknowledged, does hereby grant and convey umo the City, iu successors and assigns, forever, a tra7 easemem over, under and across the following desa9bed property to wit: A trailway easement 10.00 feet in width over and across Lot 5, Block 1, Natures Edge, Dakota County, Mmnesota, described as lying 10.00 feet north and northwesteriy of the following descnbed line: Beginning at the most eastedy comer of said Lot 5, thence South 40003'48" West along the southeasterly lot line of said Lot 5 a distance of 107.51 feet, thence southwesterly 26.15 feet along a tangential wrve concave to the northwest having a rad'uis of 30.00 feet, and a cenual angle of 49°56' 12"; thencz due West to the West line of said Lot 5 and there terminating. The sidelines of said easemem are prolonged or shortened to tenninate on the property lines of said I.ot 5. The grant of the foregoing peRnanern easement for tra7 purposes includes the right of the City, its contractors, agems and servants to consducrt, reconstrua, inspect, repair and maintain a sidewalk and/or trail and erect and maintain signs in conjunction with the public's use of said sidewalk and/or uail and any sigis erected in conjunction with the use of the sidewalk and/or trail. This Easement shall run with the land and be a continuing encumbrance and servitude on I.ot 5, Block 1, Nazure's Edge, and shall be binding on Landowner's successors and assigns, including any subsequent holder of mortgages. " v And the Landowner, for itselt and its successors and assigns, does covenarit with the City, its successors and assigns, that it is the fee owner of the lands aad premises aforesaid and has good right to grazrt and convey the easements herein to the Ciry. IN TESTAdONY WHEREOF, the Landowner has caused this easement to 6e executed as of the day and year first above written. MANLEY LAND DEVELOPMENT, INC, a Mumesota corporation By: Its: ~ oc.-crr STATE OF MINNESOTA } „ ) ss. COUNTY OF '-V ) The foregoing instnimern"was aclmoadedged before me this ~ day of 2002, by i ihe ofManley Land Development, Inc., a Mumesota corporatioq o~the cocporation. v'' . Notaryl~ublic ;i ~vR . : i ~ APPROVED AS TO FORM: / w `+¢~'Y }..ve....~.. . r.~. I? CIty AYiOIDCyS 01'cf nacea: ~31 ~3 APPROVED AS l'0 CONTENT: Public Works Depaztment Dated: I - °i - O -S THIS INSTRUMENP WAS DRAFTID BY: SEVERSON, SHELDON, DOUGHEItTY & MOLENDA, P.A 7300 West 147th Street, Suite 600 Apple Valley, Mumesota 55124 (952) 432-3136 (SAL: 206-19609) I . i~ . ~ / ' 141.97 - ~Z 150.08 I o 4 o i I ~ . ~ 10 kC ~ 1/ l°'' ° 4 I h \ ~i ^ aN- 1 LN89'49'48"W _ 105.23 ~ i o SHELERUD DRIVE i ~ i 5 ~ i I PROPOSED r TRAILWAY p ~ EASEMENT 7 40 ~ P W .PS, o Q ° p. I CP- 7 ~ - 6 ' i r~ ol O I ~ ~ I ~ I ~ ~ DP,AINAGE AND UTILI7'f EASEMEiVT n l M ` _-N83'04'30..'~~~ 9~. ~ I ro ~ ~ 74.13 182.65 ~ i ~ 201.2 - ~ ~ SSn.- ~ - ~ Er.Wi.hit "q" 1=, a1a d- t S~- w ~~i11,~ (~03~. 3 RESIDENTIAL BUILDING SR I"3 °I `_I O• S~ (ti1 1' - Permit Application iS9 1-+() c?U r~-o City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 13 Telephone # 651-675-5675 FAX # 651-675-5694 New CansWC6on Reauirements ' R€madeUfte ir R uirem Use On 3 registered site surveys showing sq, ft. af l06 sq. ft. of house; and all roofed areas 2 copies of plan ~ J~_7 -rt of Survey Racd (20°h maximum lol wverage allowed) , 1 setof Energy Calculations for heateb additlons Tree Pres Plan Reoi 2 copies of plan showing beam 8 window sves; poured found desgn, etc. i site survey tor addNons & decks Tree Pres Not Reqd lsetofEnergyCalculatbns Addition-indicateAon-sReseptlcsystem _OnsiteSeplicSystem 3 copies oi 7ree P2servafion Plan if bt platted after 711193 S,~Y~f Gf~-~ _ Rim Joist Defail Optbns seledion sheet (hldgs with 3 or less units ~I a$ C~~ ~ FFav-e c,t rtY-zt -~f-eS-evv~0 cti ' ~Iz Date 7 /O3 I Construction Cost 3/5-/00U ` 00 Site Address p12 UniUSte # Ah A ' Description of Work i,~.4eJ ~~Y1 ~,,A•C~':: l~. ~ Multi-Family Bldg _ Y 1 N Fireplace(s) _ 0V- 1 _ 2 Property Owner _,~n ~ 1 L Telephone # Contractor 17? Q_/-s Address K/- City Gt-I-) State A-1 ZiP Telephone #(~'j ~ 4154-/" COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Categorv 1 Minnesota Rules 7672 Enefgy Code Category . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (Jsubmissionrype) Submitted Submitted • Energy Envelope Calculations Su6mitted Licensed Plumber.&~ o_!,P r Telephone #f~~ " 734°/ Mechanical Contractor 0 A1 Telephone Sewer/Water Contracto ~~r' Telephone i I hereby apply for a Residential Building Permit and acknowledge that the info ~i' ' n_i~ceJ~ip-leteaccurate; 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 tlus 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~ L 110- ~~~--~~~s', 1-;~~~.~ , r- ApplicanYs Printed Name ApplicanYs Stgnature OFFICE USE ONLY Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ~ 02 SF Dwelling ? OS 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multl ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/A~dn. (4-sea.) ? 33 Eut. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Yor_N ? 25 Miscellaneous Work Types ~ 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair ? 33 Alteration ? 37 Demolish (Bidg)• ? 43 Reroof ? 46 WindowslDoors ? 34 ReplaCement •Demolition (Entire Bldg) - Give PCA handout to appliwnt Valuation g3L 00 0 Occupancy MGES System Census Code 11~21 Zoning City Water SAC Units _p~ Stories Booster Pump Nbr. of Units / Sq. Ft. PRV ~ Nbr. of Bldgs 1 Length tl,~ Fire Sprinklered Type of Const lL~ Width REQUIRED INSPECTIONS ~ Footings (new bldg) Y FinallC.O. _ Footings (deck) 7 ~ FinaUNo C.O. Footings (addirion) _ Plumbing ~ Foundation _ HVAC Drain Tile Other Roof Ice & W"ater Final Pool t s Air/Gas Tests Final vv~~aa Framing Siding Stucco _ Stone ~ Fireplace y R.I. ~ Au Test V Final Windows cement) ~ Insulation Y Retaining Wall 7" Approved By / Z , Building Inspector - - Base Fee u/Vl I Zj3~. 1 S 9va Surcharge 1 7, fa"J~-~=yy11~ 1('~-s 1 L.I t,/ 00 Plan Review y~ f'Yl-yg'L7J I~- X S N / U3l, o3 X MGES SAC City SAC 3C/ Utility Connection Charge )NO S&W Permit & Surcharge 6-mbf6fz~ q (9 t Treatment Plant ~L~~ 31ry-D License Seairch Copies ~J ~ ~ Other ~'nvr~~ ~fy = 2~~ ~ Total X30 ST•f~+~/J ~ 3 ~ / ~ l~ Permi[ Number REScheck Compliance Certificate Checked By/Date 2000 Minnesota Energy Code REScheckSoftware Version 3.5 Release 1b Data filenaroe: C:1Program FileslCheeklRESchecklmbc0040.rck COON1'Y: Hennepin STATE: Minnesota ZONE: 2 CONSTRUCTION TYPE: Single Family DATE: 04/22/03 DATE OF PLANS: 4/21103 PTLOJECT 1NPO1tMATION: Jce & Susan Joos Lot 5 Block I Natures Bdge 697 Shelerud Drive Eagan, MN COMPANY TNFORMATION: Manley Bros Construction COMPLSANCE: Passes Maximum UA = 530 Your Homc UA = 528 0.4% Better Than Code (UA) Cnross Glazing Area or Caviry Cont. or poor Perimeter R-Valuc R-Value U-Factor UA Ceiling t: Flat Ceiling or Scissor Truss 2289 44.0 0.0 62 Wall 1: Wood Frnme, 16" o.c. 1707 19.0 0.0 SO Window 1: Above-Grade:Vinyl Pxeme:Double Pane with Low-E 288 0350 101 Door 1: Solid 61 0.350 21 Wa112: Wood Frame, 16" o.c. 784 19.0 0.0 39 Window 2: Above-GradeiVinyl Frame:Double Pane with Low-E 127 0.350 44 Wa113: Wood Frame, 16" o.c. 434 0.0 0.0 82 Window 3: Above-Grade:Vinyl Frame:Double Yane with Low-E 92 0350 32 Basement Wall 1: Solid Concrete or Masonry 616 11.0 0.0 34 Wall height: 8.8' Depth belaw grade: 8.2' Insulation depth: 8.8' Basemenc Wall 2: Solid Concrece or Masonry 267 11.0 0.0 21 Wall height: 3,5' Depth below grade: 3.0' Insulation depfh: 3.5' floor 1: All-Wood JoisUTruss:Over Uncondicioned Space 374 30.0 0.0 12 Fumace 1: Focced Hot Air, 90 AF[1E Zd Wd17i:90 200E TZ ',+dtl 9T00768 SS9 :'ON 3NOHd DNI1JtlaQ-t-XO_~ : W021-d OFF( cc Co 6' j y~ ' TREE PRESERVATION PLAN SUM;, ? ' ' r CITY OF EAGAN FORESTRY DIVISION (SEE ATTACHMENTS) Development eD E5~7 Lot Number S Block Number ~ Address 6V1 5 11 C1~E (Z1A 0 D (Z LU e _ Builder VVIVkNC.GY BRUS CU1JST. 1-NC Cocv`Cv'cCT ~ D~`Y(\j 6lZ-O(U -3S31 Tree Protection Requirements: Tree Fencing Oak Tree Pruning (Immediately seal wounds during ApMI 1 to July 31) Therapeutic Pruning Retaining Wall Other.Renlacement Trees: Not Required AsFoliows: Attachments: Yes No ~ ~M FOMffM WG1ON Additional Notes: DaTE HAghove\2002fI1e\treepres\Tree Preservation Plan Summary-2002 . ~ Y * * 2422 Enterprise Drive Mendota Heights, MN 55120 * PIONBEFi wio suMrcas • aML v+ar+erns (861) 881-1914 FAX:881-9488 * ena neer ng uao vuNrrtns. wroscAae nnanrecrs 625 Highway 10 N.E. * * Bloine, MN 55434 * * (783) 783-1880 FAX:783-1883 Certificate of Survey for: MANLEY BROTHERS GONSTR 1C:TION 697 SHELERUD DRIVE BUYER- JOOS EAGAN, MINNESOTA ~~~)4 I BENCH MARK ; /T ELEV.OF938 80 / S~~')\49'48"E '~~(/~i,,J.Q".~1.23 a3~,a) 936.2 A ~ N o?i1 933.9 ~41.00 938 38.99 937J ~ 939.1 . 1 O 933.4 . T 1 I O 10 838. S!L'~ 0 3s.oo 0 9as.2(~ a^.`"~ \ ^~In p ~..C ~ ~IIIQ1 ~\n f EdJLLS 4.00 wLA 934.1 iv"i o00 n°.o 938. ~.0~ iro ° 4.00 0 ai o Aov:i i a ^ 4:0 936.8 s~e. Izz 4 AP n, sn~ ~ o I ~S ?Q 90 ~ . 915 E6 4.00~O ~ p0 SO OC ~ O 1 ! Q 'I Il 33. 25.42 ~ p4iP~~'~o~2\~ 936.1 ~p N 19J2.5 V I ? 1~/ j ~ AI ~ 936.4~''J sl "17i'1 ~ ~ F- I Z)" ~ ?6O 6 3 ~ '~ik a72 ~ • ~ ~ ,Ja ~ 7x I 932.8 5 937.6 w I FUTURE \ OO40• v 934.4 Z ~ i (20 X ) ` x 4 6.9 ~ BENCH MARK _ '-TOP OF SPIKE C,^~ w ~ei` Aj EL V.=936.85 Q ~ P 4~~ / n• wj• ~ No, 3q,o) N ~ {O rl ~ S 60 t4 ilr'F r ~ ~ o S78'S91 00 O - -L- V) ~.fES'r , _ - • e_ ~ 27.9 9.) -~..~T ti LOT AREA = 15,242 SQ. FT. I EDGE OF yyETLANp pER PORCHPATIO 2,132 SQ. FT. 1 fO 1'~' PLAT DRIVE AY AREA = 864 SQ. FT. COVERAGE = 24.996 ~ F~~SE TY~E : Lon~CouT ' ~ ~ SA,a,-rae..~ sE`~e-sz- BENCH MARK I+JV~,T~-T a2~,0 TNH LOLEV4 39.b6 LK 1 1~b1`3c) l-P'ZS OP SED OU E I I 11.W,L: qZQ'~ LOWEST FLOOR ELEVATION: I~-\'4 ,1-." q-LI, 0 TOP OF BLOCK ELEVATION: GARAGE SLAB ELEVATION: NOTE: PROPOSED GRADES SHONN PER GRADING PLAN BY: PIaJEER NOTE: BVILDING UIMENSIONS SHONN ARE FOR HORIZONiAL AND VERTICAL LOCAlION TOB 0 LOOKOUT ELEVATION: `i' OF STfiUCNRES ONLY. SEE ARCHITECTUAL PLANS FOR BUILOINC AND X 000.00 DENOlES E%IS71N6 ELEVATION FWNDAlION DIMENSIONS. NOTE: NO SPECIFIC SOILS INVESTICATION NAS BEEN COMPLETED ON THIS LOT BV 7HE ( 000.00 ) DENOTES PROPOSEO ELEVA710N SURVEYOR. 7HE SUITABILITY OF SOILS TO SUPPOF2T THE SPEqFIC HWSE DENOlES DRAINACE AND UTILITY EASEMENT PROPOSEO IS NOT 7HE RESPONSIBIUiV OF 7HE SURVfYOR. OEN07E5 DRAINACE FIOW DIRECTION NOTE: THIS CERIIFlCATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER 1HAN THOSE SHONN ON 7HE RECORDED PLAT. -A- DENOTES SPIKE NOTE: CON7RACTOR MUST VERIFY DRIVEWAY OESIGN. NOTE: BEARINCS SHOYM ARE BASEO ON AN ASSUMEO DATUM DENOlES OfFSET HUB WE HEREBY CERTIFY TO MANLEY BROTHERS CONSTRUCTION THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE BOUNDARIES OF: LOT 5, BLOCK 1, NATURES EDGE DAKOTA COUNTY, MINNESOTA IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCHROACHMENTS, EXCEP SHOVJN, AS SURVEYED 8Y ME OR UNDER MY DIRECT SUPERVISION THIS 16 DAY OF APRIL, 2003. ~p I~SI NED: PIONEER E INE ING, P.A. SCALE : 1 INCH = 30 FEET e'mA eY: , 3200 102046.008 PDS TJW REVISED 04-21-03 STAKED HOUSE Don R. Westergren Reg. No. 197 0 ~ ~ . i ~ I 3 r3 PLUMBING (RESIDENTIAL) Permit Application City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 FAX # 651-675-5694 Please complete for: Single Family Dwellings Townhomes and Condos when pernrits are required for each unit DateJwt.~_~ Site Address G 4'7 ~ Unit # Property Owner '[p.Z S. ~ Telephone j,S~ ) ye C- Contractor C~P OLRI d- kL+ Address 11169 2 ~ri.,e CitY State rn Zip ~CS 2y~ Telephone# (9$,1) QqN- `)l•,on The Applicant is _ Owner ~ Contractor _ Other Septic System New _ Refurbished Submit 2 sefs of plans and MPC license $ 100.00 Includes County fee. Additional consultant fees may apply. Alterations To Existing Dwelling Unit, Including $ 50.00 _ Adding fiMures to lower levels or room additions, excluding water softener and water heater _ Abandonment of septic system _ Water turnaround 5/8" meter if needed -$121.00) Other. _ RPZ _ new installation _ repair _ rebuild $ 30.00 .X Lawn irrigation system _ Water softener _ Water heater $ 15.00 _ replacement _ additional $ 50 State Surcharge I' G i t, $ 18, Am Total S N I hereby apply for a Residenrial Plumbing Permit and acknowledge that the informarion is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that `I understand this is not a pemut, but only an applicarion for a permit, and work is not to start without a pertnit; [hat the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. D41l2 9j:3v~I Aw- Applicant's Printed Name Applicant's Signature I RESIDENTIAL BUILDING 60 lQZZS-3 Permit Application City Of Eagan ~(,el it/ 1103 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Construdion Reauirements RemodeVReoalr ReauiremenGS Offce Use OnN 3 mgisle2d site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas 2 copies oF plan Cert of Survey Recd _ Y_ N (20%maximum lot coverage allowed) 1 set of Energy Calculations for heated addNOns Tree Pres Plan ReW _Y _ N 2 copies of plan showing beam & window sizes; poured found design, etc. 1 site survey for additbns & decks Tree Pres Reqd _Y _ N lsetofEneqyCalculalions Addi[ion - indicate'rfon-siteseptksysfem Oo-sfteSepticSys[em _ Y _N 3 copies af Tree Preservation Plan if lat platted afler 711193 Rim Joist Delail Options selectlon sheet (hldgs with 3 or less units Date 10 / G3 Construction Cost s/ O~ Q Site Address UniUSte # (J p IW~l-S ~j3'"e~ f Il dvl Description of Work r's uy .-~yz Multi-Family Bldg _ Y 1 N) Fireplace(s) _ 0 _ 1 _ 2 Z~ Property Owner SUJk2 m -:5~d S Telephone #(~pS~ ) 3~ ~J3 I~-3 -f- Con[ractor ~ l 7~ ~f1 Address ~ r" City State / Zip ~SC Z ~L Telephone # (rj ?J T~ 6c'--e I z - 3 - D Ja e. COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv I _ Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheef (J submission type) Submitled Submitted • Energy Envelope Calculations Submitted Have you previously constructed a building in Eagan with a similar plan? _ Y _ N If so, 25% plan review fee applies. Licensed Plumber EaLphone Mechanicai Con tractor phone # Sewer/Water Contractor phone ) 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 plan in the case of work which requires a review and approval of plans. Imlicants G~ ~D5 A Printed Name App i s Si ature OFFICE USE ONLY Sub Types ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? OS 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 O 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ~ 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex Plbg_Y w_ N ? 25 Miscellaneous Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding ? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Founda6on) ? 45 Fire Repair 33 Alteration ? 37 Demolish (Bldg)" ? 43 Reroof ? 46 Windows/Doors ? 34 ReplaCement 'Demolition (Entire Bldg) - Give PCA handout to applicant Valuation Occupancy MC/ES System Census Code ~ Zoning City Water SAC Units Stories Booster Pump Nbr. of Units Sq. Ft. PRV Nbr. of Bldgs Length Fire Sprinklered Type of Const jztj_ Width REQUIRED INSPECTIONS _ Footings (new 61dg) Final/C.O. _ Footings (deck) FinaUNo C.O. _ Footings (addition) ~ plumbing _ Foundarion HVAC _ Drain Tile Other Roof Ice & Water Final Pool Ftgs Air/Gas Tests Final Framing _ Siding Stucco Stone Fueplace _ R.I. _ Au Test _ Final Windows (new/replacement) X Insularion _ Retaining Wall 7' Approved By D= , Building Inspector Fee - - Base Surcharge b4- Plan Review MC/ES SAC ~ City SAC Utility Connection Charge q~ v S&W Permit & Surcharge ~Y Treatment Piant ~yg License Search V 4 Copies Other Total Address: 697 Shelerud Dr Zip: 55123 Lot: 5 Block: 1 Subdivision: Natures Edge THE FOLLOW[NG [TEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON Yes No Comments Final grade - 6" from siding Permanent ste s - gazage Permanent ste s- main entry Permanent driveway Permanent gas Sod/Seeded lawn rK: Trail/curb damage Porch Lower level finish Deck Fireplace . Verify with your builder that roof test caps from the plumbing system have been removed •,Turn off water supply to the outside lawn faucets hefore freeze potential exists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. ~ BUILDINC INSPECTOA: l Ly CONTRACTOR: Manley Brothers 646 Lexie Ct Eagan MN 55123 Zw RESIDENTIAL PLUMBING 45bSD Permit Applicatiou City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Telephone # 651-675-5675 Please complete for: Single Family Dwellings Townhomes and Condos when pernuts are requ'ued for each unit Date~~/ U b l 03 Site Address 07 J`ie,4~ bY Unit # Property Owner ~l94 Telephone #~5/1) JXl / ~ Contractor Address((~'G City 6~ State Zip ~l?iZ Telephone # 5,3 v The Applicant is Owner Coniractor Other Septic System New Refurbished Submit 2 sets of plans and MPC Iicense $ 100.00 Includes County fee. Additlonal eonsultant fees may apply. Alterations to existing dwelling $ 50.00 ~ Add fiMures to lower levels or room additions, excluding water softener and water heater _ Abandonment of septic system _ Water [umaround 5/ " meter'rf needed - $121. 0) _ Other. . _ RPZ _ new _ repair _ rebuild $ 30.00 _ Lawn irrigation system _ Water softener _ Water heater $ 15.00 _ replacement _ additional NO / State Surcharge gy $ .50 Total I hereby apply for a Residenria] Plumbing 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 with the Plumbing Codes; that I understand this is not a perntit, but only an application for a pernut, and work is not to start without a permit; that the work will be in accordance with the M d pl nin t~ase of work which requires a review and approval of plans. ~ Applic t's Printed Name Applic nt's Si ature ~ -77~1~/ ~ 2007 RESIDENTIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New Constmction Reauiremenis RemodelfReoair Reauirements Oifice Use OnH 3 registered sAe surveys sMvring sq. ft. of lot, sq. R of house; and all mofed areas 2 copies M plan showiig foo6ngs, beams,joistr CeA of Suivey ReM Y_ N (200kmaximumlotcoverageallowed) 1 setofEnergyCalculafionsforheatedaddi6ons SoilsReport : _Y _N 1 Soils Report if proposed builtling is to be placed on disWrbed soil 1 s'rfe survey for addi6ons & decks Tree Pres Plan Recd Y N 2 copies of plan showing beam 8 windax s¢es; poured found design, etc. Addifion - incgcafe N oo-sife sepfic system Tree Pres Required _ Y_ N 1 set of Energy Cakulations A Omsile Sepfic Sysiem _ Y_ N 3 copies of Tree Reservation Plan d lot platted after 711193 qpR 1g~07 - Rim Joist Detail Options seledion sheet (buildings wilh 3 or less units) / M1tinneqasco mechanical ventilalion form Plans are considered ublic information unless ou state the are trade secret and the reason. Date -4- (p / 0-7- Conshuction Cost Site Address UnitlSte # Description of Work l~ ,-Yz-> ::zn- Q~c-~ -V~ I . Multi-Family Bldg _ Y~O N Fireplacc(s) _ 0 _ 1 _ 2 Property Owner Telephone # ( lpT"j) Contractor'_:~?~4;,lcAe~~cL Address City State ~ Zip c'~L512 ~ Telephone #Z~}', )-7 75,7-3 COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Ruies 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Categofy . Residential Ven5lation Category 1 Worksheet • New Energy Code Worksheet (Jsubmissionrype) Submitted Submittetl • Energy Envelope;Calculations Submittetl In the last 12 months, has the City of Eagan issued'b permit for a similar plan based on a master plan? _ Y _ N If yes, date and address of masTer plan: Licensed Pivmber Telephone ) Mechanical Contractor Telephone J Sewer/WaterContracior Telephone#( ) I hereby apply for a Residential Building Permit and acknowledge that the infonnation 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 a ved plan in the case of work which requires a review and approval of plans. ApplicanYs Printe ame plicant's Signatu DO NOT WRITE BELOW THTS LINE Sub Tvpes ? Ot Foundation ? 07 05-plex ? 13 16-plex 20 Pool ? 30 Accessory Bldg . ? 02 SF Dwelling ? 08 06•plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of._plex ? 09 07-plex ?17 Garage ? 22 PorchlAddn. (4-sea.) ? 33 Ext.Alt - SF ? 04 02-plex ? 10 OS-plex ? 18 Deck ? 23 Porch (screen/gazebo/pergola) ? 36 Multi Misc. ? 05 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 )WE 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 Bidg) - Give PCA handout to applicant D@SGPIDLIOfI: Water Damage _ Ves Valuation / l" Occupancy MCES System Plan Review 7C 100%or 25% Census Code ~ Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const [3Width ~ v REQUIRED INSPECTIONS _ Footings (new bldg) _ Sheetrock _ Footings (deck) _ FinaUC.O. _ Footings (addition) _ Final/No C.O. Foundation HVAC Drain Tile Other Roof Ice & Wa[er Final Pool ~C Ftgs _X Air/Gas Tests ~(.Final _ Framing Siding _ Stucco Lat6 _ Stone La[h _Brick _ Fireplace _ R.I. _ Air Test _ Final _ Windows Insulation _ Retaining Wall Approved By: Building Inspector Base Fee POO Surcharge L O v~ Plan Review 1 MC/ES SAC City SAC Utility Connection Charge I S&W Permit & Surcharge Treatment Plant License Search Copies Other Total I . ~ POOL PERMIT - APPLICATION SUBMITTAL REQUIREMENTS Address: ~~q-) Shelfi~J D(' Applicant Name: Sr e 3R~ S ~ m L GENERAL INFORMATION U Y ¢ ~ o 'z a fd' Applicant name and contact information ,B ? ? Property owner name ,121 ? ? Address of proper[y f~ North arrow, scale (1" = 30' or 40') Site Plan, drawn to scale showing location of house, pool, and other existing or proposed structures, including retaining walls. Location and name of all streets adjacent to property ,Zf Directional drainage arrows (existing and proposed) ELEVATIONS Existin ~ ? ? House comers 2( ? ? Property comers ;d If applicable, ground elevation at each end of retaining walls and at wa1Ps greatest height Proposed ,21 ? ? Finished pool deck corners Z Top of proposed retaining walls (if any) and at each different elevation (if it changes) .U1 ? ? Pool bottom (or max. depth) DIMENSIONS Existinq Jd ? ? All property/lot lines .Q( All Easements on the property Proposed 21 ? ? Pool ? ? Pool plus integrated deck/patio J~ Shortest distance from outside edge of pool deck to lot lines and house Reviewed: ~ Na Date G:FORMS/Pool Pennit ChecklisU02-13-07 I . ~ Pre ared B: PElIFORNlANCE ~ i I . , House . • i \ Pertormance Pool & Spa Driveway 1890 Wooddale Drive abr~ ~ Woodbury, MN 55125 i. ~ 10 (651) 731 - 3440 i k (651) 731 - 8372 Fax I i Garage Attn: Ken Ronsberg f i omeowner: Y0 J i Wood Deck i~ Sue Joos i 697 Shelrud Drive ~ Footin Eagan, MN 55123 Pool E ui ment , •~o ) ;'~ropy4~d R einioe weii ( 651 ) 330 - 9393 o s.oo Lot- 5 Block- 1 Subdivision - Natures Edge Legend i 0a~ ~pl~~ P ec Rerelni wan XXX.X Denotes ExlsOng Elevation i o p~'~-' AQ ~ W 9A~ (XXX.X) Denotes Proposed Elevetlon Q< 1n~6 A BO i934. I~~ XXX.X Danote6 Bottom ElevatlOn Denotes Drelnege Direction I Qt~ ~a+~ / c~ 1/ Pool Dimenaions I E, ? Width X LengM ~ C) i ~~2eA Qar Pool (18X36) Deck (26 X 56) i ? 4' all corative Aluminum Fence Scale -7 Inch = 20 Feet i' ab Ci Codes / Setbacks i Wetland Bu ffer Lin.e'',-., Principal Side - 5'Concrete Rear - 5 ' Concrete Equipment -Not in Easemen E~ ~%~~~/E Fence -4'Tall . By Septic -10'Water I Well -20'Water D`' 4 ~ Dr~infield -20' Water EAGAN ENGINEERING DFP'[: , ~ • f 2422 Enterprise Drive r * Mendota Heights, MN 55720 ~°aNBBp LAMD $UR~EYONS • pN~ EHdNEERS (851) 881-1914 FAX:881-9488 ' ~ eng neer ng u~+o xnwxves. uwoscnre.~rsairecrs 625 Highway 10 N.E. * * * Blaine, MN 55434 'K (783) 783-1880 FAX 783-1883 "Certificate of Survey for: ~ANLEY ~ROTH R CONSTR(1C'TION / 697 SHELERUD DRIVE BUYER- JOOS EAGAN, MINNESOTA ( V?'R"~~r BpENCH MgARK ~~TEIEV F938 80 / r ~g~)49'48"E '~~~~.~i~.23 ~a3c~,q~ ~ Z , NS ~~'1~~ 933.9 3~~ 933.8 41.~0 ? 938. J8.9J 937.1 .A ' . ~ 939.1 ~i i~1 1 0~933.4 . ~T ~ ~ p - l ~O 936. D ! ~ Srer a.~l 3s.oo $ 9~f~""'a~ ~ U~a, G ~LNLLS k' ~ i~ n 'n N O~ 11 ~(2- ~ WW a.oo ~ -P,c3~N Of~ ~ 93~ i"'• ao ~ r~r~ 936.4 ~ ~~CP ~ O~ ~CG. ~j( a.oo o >O 1 ~ ~ o n, Ap: ~ n `0 w 936. ~4 ~ 9J6.8 . s'_P / ~ ~ 0p~4:00 h A,P n~Y~ snv ~ _.-L~g > L~ F~ ~ ,::;f. ~ '~Y ' \I ~ S~ 2 'P/U~O . nl B16 •2 ~ O FOS, ~ S•_. 7; (D 'S ~ ~ 00 ` O ~ O~ •S~7}O Op ~p % r- ~n` 4 0 5.42 ~ p~PG ry6 ~2\~ S B 81~(a,~~ ~Bl~ TUf1S~t'~t~ ~ ~ . ,5 G ~O ~1 ° ~ ' I ? I O 956.5 6. I-,<..~ s I ° q3'l,o) 5l~ ~.z ~ a ~r ~c,?_ o ~ . ~~~~t1~~~,~d\@ ~ ".i"' L.1~CA a 1 ~ ^ r JJ ? []::7 F~' 932.9 0 7.6 ~ l._ 4P~.~YJ i C:'.. ~V 1 ~ ~ P~.--_, " n,. I F~ P ~ ut~~~\~;-~ssited c~:, ~ ~ I a "._.:J Z ca sa<. 'J ',b3)'1'~~ . w ~ 6.e ~ BENCH MARK f ~ ~ r^+ ' '-TOP Of SPIKE r N ~ e~' 4, nh~ ~ ELjF~V.=936.85 ; a q n L% W ~ 0'~ / OJ~ t'~`~" I~ J 1 R 'x~. l~'0 'rJ~ 'fj ~ \ ~0 ~ ~ ~ : ' ` ( OQO / '1~•0j T4y~ ~ . 1 ~ . n Q`~ ° " _ ~ ,o ' ~ ~D~~ i.:C,a jn 4r ~ ~ 1,~,~~n j '_~p~r , y ~ ~ :V 5 .6o S (3~~`` Lri~E: ~~i~.e~ , 1ti5%`~. ~ ~ , L'~ 0 o S78'S9pp^ _?6, '';•l;. ~ i ' ~s` , _ , kc5r 2_$o.ou ~ . ~ Q'_ . ~ ~ 27.9 ~ ~~A°~.z" . ~ ~ Fi...<F ~ ~ ~ "i O lOT AREA = 15,242 SQ. FT. i o; ^~y EDGE OF WEi~ANO PER PORCH/ PA110 ?'132 SQ. FT. ~D ~ P~Ar ~RIVEWAY AREA = 864 SQ. FT. ~ COVERAGE = 24.9q 1 1~P~`iE T`(~E ; LU~ ~ ouT ~i ~ ~A~a.-tae~( SEwESZ- r. q2'1, O ~ TNFI LOTSC4 &ASKBLK i , ~'~v`'~"i • ELEV.=939.06 pe~ pln~ ~N~ L(~ZS PROPOSE HOU ON_ \ ~ ~}~~`^l. L= LA~1 LOWEST I"LOOR ELEVAi~ ON 4~~~ ZJ 1-F L., = t L~7~ O TOP OF BIOCK EIEVATION: /C1'~ GARAGE SLAB ELEV~1TION: ~`~'S NO7E: PROPOSEO GRADES SIIOWN PFR CRA~INC PLAN BY: PIONEER p107E: BUILUIHG OINENSIONS SHONN ARE F012 HORIZONTAL AND bERTICAI lOCA710N TOB ~ LOOKOU'P ELFVATION: ~~5 ' OF STRUCTURES (N1LY. SEE ANCIiITECNAL PlANS FOB BUIIDINC AND ~OUNDAiION DIMEMS10N5. X 000.00 DENOIES EX15TI,YG ELEVA710N NO7E: NO SPECff~C SOI~S INYESPGA7IOH NAS BEEh COMPLEIED ON TIIIS LOi BY iNF. ( 000.00 ) DENOlES PROPOSE~ ELEVnnpp! ' SURVEYUR. THE SUITpBIUlY OF SOIlS 10 SUPPORi 1}~g SPEQFIC IIDUSE _ pENOTES DRAINAL'E AND UTIIJTY EnSENENi I PROPOSEU IS NDi 111E NESPONSIBIUTY CP THE SURVEYOR. NpiE: iHIS CERTIFICAiE OOES NOT PURPORT 70 SHOW EASEMENTS OTIIER If1AN DENOIES ORAIIJACE FLOW DIRECTiON I TIIOSE SHUWN ON TIIE HECORDED PLAL pENOTES SPIKE NO1E: WNIRAC~OR MUST VERIPY pRIVEWaY OESIGN. ~ NOiF: BEARINGS SHOWN ARE OASEU QN AN ASSIJMED DA7UlA CENOTES OFFSET HUB i YNE HEREBY CERTI~Y TO MANLEY UROTH[RS CONSTRUCTION 1HAT 1HIS IS A TRUE HIJp C6RP,ECT REPRESENTAI~ION OF A' SURV[Y OF 7HE E+OUIJDARIES OF: LOT 5, BLOCK 1, NATURES EDGE DAKOTA COUNTY, MINNE50TA IT DOES NOl PURPORT TO $HOW IMPROVEMENTS GR ENCHROACHMENTS, EXCEPTjk~$HO'rVN, AS SURVEYEL 81' 61E OR U~JDER MY UIRECT SU~=ER~951CId THIS 16 DAY OF APRIL. 2003. !p_ l~SI(~~1[C: ; PIONEEf2 [D'tf',INEE~,21fJG, P.A. G`i S~ , PERMIT City of Eagan Permit Type:Building Permit Number:EA112243 Date Issued:08/05/2013 Permit Category:ePermit Site Address: 697 Shelerud Dr Lot:5 Block: 1 Addition: Natures Edge PID:10-49950-01-050 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:If there is no ice protection inspection prior to final, the contractor must meet the inspector w/ a ladder and flat bar. Pictures are not acceptable in lieu of inspections. Carbon monoxide detectors are required by law in ALL single family homes . Vladislav Fogel Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 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 - Daniel A Nicholson 697 Shelerud Dr Eagan MN 55123 Estate Claim Services Llc 934 Cromwell Avenue, Suite 2 St Paul MN 55114 (651) 309-1114 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA112242 Date Issued:08/05/2013 Permit Category:ePermit Site Address: 697 Shelerud Dr Lot:5 Block: 1 Addition: Natures Edge PID:10-49950-01-050 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:If there is no ice protection inspection prior to final, the contractor must meet the inspector w/ a ladder and flat bar. Pictures are not acceptable in lieu of inspections. Carbon monoxide detectors are required by law in ALL single family homes . Vladislav Fogel Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 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 - Daniel A Nicholson 697 Shelerud Dr Eagan MN 55123 Estate Claim Services LLC 934 Cromwell Avenue, Suite 2 St Paul MN 55114 (651) 309-1114 Applicant/Permitee: Signature Issued By: Signature 1 For Office Use CC_ a * Permit#: ,4,40., $$.00,4 EAGAN Permit Fee: Date Received: 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 Staff: buildinginspectionscitvofeagan.com L 2018 1R�ESIDENTIALB�U7ILDII,N�BUILDING PERMIT APPLICATION Date: 5 --( - -i ite Address: L� ` 1 ,„A-�-e_ft-t Unit#: Name: G2r1 ��L r V.\ Phone: Resident/ /� OWn@r Address/City/Zip: (G► 1 Ske\e..rt f;\ okt'- Applicant is: Owner X Contractor Description of work: .r-le. -- . - 31 cam. Ma W k — d�v7tvt— q ��(e Type of Work ) Construction Cost: 3 Multi-Family Building: (Yes /No ) Company: (HCl �_. r p y. r p, L.C--C. Contact: () Get I 9 Address: -I v�"� 1 L S �" cs '2¢ City: ,f-% b sr L �2 1 Contractor State: 01 tjZip: SS 31a- Phone: 6(.2- r mail: I La_ License#: B(-- Lead Certificate#: , If the project is exempt from lead certification, please explain why: I COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING I In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? I I Yes No If yes, date and address of master plan: : 1 Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: ie Fire Suppression Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be Ir classified as non-•ublic if ou •rovide s•ecifrc reasons that would •emit the Ci to conclude that the are trade secrets. You maysubscribe 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. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. 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.aopherstateonecall.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 and rstand 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 t e rovplan i e case of work which requires a review and approval ofJans. x !'l1y / x det(610 Cri0 .�( Applicant's rated Name Signature