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3860 Bridgewater Dr Use BLUE or BLACK Ink l 1 ~~~~0 1 L~,7 C 76 10 0i For Office Use U 1 /I 1~~~~ 1 o City of EaRan p, o v j Permit I Permit Fee: (U 7&J t ` 3830 Pilot Knob Road (01 Eagan MN 55122 Date Received: U" Z / I t~ I I Phone: (651) 675-5675 Fax: (651) 675-5694 Staff: I I I 2012 RESIDENTIAL BUILDING PERMIT APPLICATION Date: /°/Z// Site Address: ~git ~ 6R,`d wtr~ £ Unit Name: t//l y'/ Phone: iZ/ 76/ RESIDENT / OWNER Address/ City/Zip: c~(o 7 ~rrl~lG 6i 6~''! lZ 3 Applicant is: Owner Contractor TYPE OF WORK Description of work: /4K oa. ~~Sf t~T7ar~ I Construction Cost: 55~ OOp4 Multi-Family Building: (Yes / No ) Company: !~G Contact: 49L CONTRACTOR I Address: I fYY 77`a i'L City: State: Zip: cS~cS/~Z- Phone: 612 '70/- 7-913 License 19G. (039- 9-9 Lead Certificate If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) U COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes No If yes, date and address of master plan: / Licensed Plumber: ~~o19f Phone: Mechanical Contractor: #67 Phone: ~cS ~p 5 Je, Sewer'&Water Contractor: ~40A ~ d ,Phone: 4 t z 0/ NOTE: flans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as no`n-public 'if you provide specific reasons that would permit the City to kconclude that the are trade secrets. 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.gopherstateonecall.org 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 are application fo'r 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. Exterior work t rized by a building permit issued in accordance with the Minnesota State di ode ust be completed within 180 days of per . stiance. x a x Applicant's Printed Name Ap ca s ignature Page 1 of 3 DO NOT WRITE BELOW THIS LINE SUB TYPES 3~4o _ Foundation _ Fireplace _ Porch (3-Season) _ Storm Damage Single Family Garage _ Porch (4-Season) _ Exterior Alteration (Single Family) Multi Deck _ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) 01 of Plex Lower Level _ Pool _ Miscellaneous Accessory Building WORK TYPES New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building - give PCA handout to applicant DESCRIPTION Valuation Occupancy Y?c MCES System Plan Review Code Edition OO7 SAC Units / (25% 100% kl~ Zoning City Water Census Code Stories a. Booster Pump # of Units / Square Feet ~G 3G PRV # of Buildings / Length y~! Fire Sprinklers 04/- Type of Construction Width REQUIRED INSPECTIONS Footings (New Building) Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile Other: Roof: Ice & Water Final Pool: Footings -Air/Gas Tests -Final Framing Siding: Stucco Lath Stone Lath -Brick Fireplace: W Rough In , Air Test E' Final Windows j Insulation Retaining Wall: _ Footings _ Backfill Final Sheathing Radon Control Sheetrock Erosion Control Reviewed By: , Building Inspector RESIDENTIAL FEES P/,. 41, '113 4'3 Base Fee 3 3 •t l 9@ 90 t3 141, Surcharge 4& 90!? l 3$ yi t Plan Review 9./ 2A 2,0/0 go 3GZ MCES SAC 5,08 99 City SAC Ati~Ms ~c. /O N Ak? c~,o Utility Connection Charge ' 09~ S&W Permit & Surcharge Treatment Plant Copies Lr, z~~ kl t Q /d I D 09~ °-n TOTAL /~G J JA3 Page 2 of 3 Z-/90 g3,f /0-7 7& 0 F ►vF( New Construction Energy Code Compliance Certificate NOV 0 9 2012 Per Nt 101, Building Certificate, A building catificate shalt be posted in a pettamentty visible location inside the but ng. no Date Ctriiruate Posted cettificate shat) be completed b~, the builder and"list infannabon a»d vMuesuromnponeouu listed in Tame NI 101.11. n ?.'v~~C A flailing Address or the Dwelling or towelling Unit City 173 © C?'o ✓ Name of Residential Contractor MN License "comber THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply Passive (loo Fan) a m Active ffith fan and monotneter or other syMatnionitoringdevice ) v O C Uv tJ T7 tiC LY1 Lit n C Insulation Location o z j @.e `a E u ci z$ c v v m c t° E z iiz i° a a Other Please Describe Here Below Entire Stab Foundation NYall - d Type to to ati eid of tttegrai Perimeter of Slab on Grade Rim Joist (Foundation) ! Type inioss' erior a .r.ntegrj ✓ Rim Joist (t't Floor+) v X type in loce mt or irueg Wall &Y 01 Ceiling, flat °11{ Ceiling, vaulted V_ I Bay Windows or eaudlevered areas jf « Bonus room over garage Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average 1.1-Factor (excludes sk}di hts and one door) U: Not a Eible, all ducts bated in conditioned s ce Solar Heat Gain Coefficient (SHGC): ' R-valuMECHANICAL SYSTEMS NtaM-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling S °stem Not required per mech. code Fuel Ty t-^ C-1A--1 ;-AA\-- c fks c\kv Passive Manufacturer LIE, -W11-f elv_wmb VVI-At. F LE t 1fi Powered I Modet 'U . A%.9 13M*-o -10 ptescribeed with exhaust device. Input Capacity in output i. Other, describe: Rating or Size HTUS: ` Gallons; +s<; Tats: Hest Loi - Heat Gain Location of duct or system Structure's Calculated 11 Ai, UE or SEER; HSt'F°!a 1 Calculated .t, Efficiency ~oiinglire, ✓ ( Cfm's I " round duct OR Mechanlcal Ventilation System " metal duet Describe any additional or combined beating or cooling systems if installed: (e.g. two furnaces or air Combustion Air Select a TSFe source heat pump with gas back-up furnace): Not required per mech. code Select Type Passive Heat Recover Ventilator (HRV) Capacity in efms: Lots: t}" High: _ Other, describe: Ener Recover Ventilator (ERV) Capacity in cfms: Loty: High: Location of duct or system: Continuous exhausting fan(s) rated ea city in cfms: Location of fun(s), describe: Cf S Capacity continuous ventilation rate in cfins: ! "round duct OR Total ventilation (intermittent + continuous) rate in skirls: " metal duct Created by BAM version 052009 i RECEIVE NOV0971? Mueller Homes i HVAC Load Calculations for Stowell 3860 Bridgewater Eagan ROMMOk If I mad& MM w K-I&I&VACHftV6A1DC'tLN(T>AmDLs Prepared By: Grant Heating And Air 19700 Embers Ave Farmington 651-226-0515 Friday, November 09, 2012 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light CommercW HVAiLoads s- - - Elite Software Development, Inc. First Supply Mueller Homes New Brighton, MN 55112 pa e f rojed Rt'po General - - Protect Information - - - Project Title: Mueller Homes Designed By: Chris Grant Project Date: Friday, November 02, 2012 Client Name: Stowell Client Address: 3860 Bridgewater Client City: Eagan Company Name: Grant Heating And Air Company Address: 19700 Embers Ave Company City: Farmington Company Phone: 651-226-0515 Company E-Mail Address: chds.hvac@hotmail.com Design Da#a Reference City: Minneapolis, Minnesota Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry BulbWet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter. -15." -12.38 100% n/a 70 n/a Summer. 88 ✓ 73 50% 50% 75 35 Check Total Building Supply CFM: _ 2,235 CFM Per Square ft.: 0.440 Square ft. of Room Area: 5,079 Square ft. Per Ton: 1,017 Volume (fts) of Cond. Space: 51,685 Building Loads 1 Total Heating Required Including Ventilation Air. 126,184 8tuh 126.184 MBH Total Sensible Gain: 48,088 Btuh 80 % Total Latent Gain: 11,828 B 20 % Total Cooling Required Including Ventilation Air. 59,91 4.99 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\New User\Documents\Elite Software\Rhvac 9 Projects\Rev Stowell.rh9 Friday, November 09, 2012, 12:28 AM Rhvac - Residential & Light Commercial HVAC Loads mm Elite Software Development, Inc. First Supply Mueller Homes' New Brighton, MN 55112 Page 6 Total Building Summary Loads Com anent P Area Sen Lat Sen Total Description- Quan Loss Gain _ Gain Gain' mdrm: Glazing- 17.5 431 0 606 606 kitchen: Glazing- 36 888 0 1,246 1,246 Kitchen Slider. Glazing-sliding glass door, a=0.20 on 48 1,265 0 803 803 surface 2, vinyl frame, outdoor insect screen with 50% coverage, u-value 0.31, SHGC 0.32 dinette: Glazing- 168 4,142 0 4,297 4,297 M landing: Glazing- 32 788 0 714 714 Pwdr: Glazing- 11.2 277 0 389 389 Grt rm: Glazing- 80 1,972 0 1,504 1,504 Grt rm: Glazing- 48 1,142 0 786 786 Exercise rm: Glazing- 35 862 0 935 935 Bdrm: Glazing- 35 862 0 658 658 Rec rm: Glazing- 17.5 431 0 606 606 Rec rm: Glazing- 120 3,162 0 2,232 2,232 guest bathrm: Glazing- 8 197 0 277 277 guest bdrm sliders: Glazing-sliding glass door, clear, vinyl 96 2,530 0 968 968 frame, u -value 0.31, SHGC 0.32 bdrm 2: Glazing 48 1,182 0 1,662 1,662 mstr bath: Glazing- 20.2 499 0 381 381 bdtTn 3: Glazing- 60 1,428 0 1,587 1,587 bathrm 3: Glazing- 8 197 0 277 277 UL landing: Glazing- 96 2,366 0 2,143 2,143 UL Foyer. Glazing- 48 1,183 0 481 481 Mstr bdrm: Glazing- 60 1,480 0 1,128 1,128 11 D: Door-Wood - Solid Core 54 1,790 0 505 505 11 P: Door-Metal - Pol ne Core 21 518 0 146 146 12E-Osw: Wall-Frame, 19 nsulation in 2 x 6 stud 2622.5 15,156 0 2,745 2,745 cavity, no board insulation, siding finish, wo tuds 15A19-Oocw-2; Wall-Basement, ,framing with -19 ill to 1136.5 6,509 0 606 606 floor in 2 x 6 cavity, open core, no board insu ation, plus interior finish, wood studs, 2' floor depth Main Fir cap rim: Wall -+Ja 309.8 2,370 0 683 683 2nd Fir cap rim: Wall- k-j(> 367.5 2,811 0 810 810 15A1 1 -Ooew-2: Wall-Basement, , framing with B.1-" sill to 762 6,352 0 697 697 floor in 2 x 4 cavity, open core, no board insulation, plus interior finish, wood studs, 2' floor depth 161344: Roof/Ceiling-Under Attic with Insulation on Attic 2179 4,074 0 2,301 2,301 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shin (es or Dark Metal, Tar and Grave( or Membrane, (nsulation 21A-20: Floor-Basement, Concrete slab, any thickness, 2 481.5 1,105 0 0 0 or more feet below grade, no insula 'on below floor, any floor cover, shortest side of floor slab is 20' wide 21A-32: Floor-Basement, Concrete slab, any thickness, 2 1059.5 1,801 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 32' wide 20P-30: Floor- er open crawl space or garage, 633 1,883 0 177 177 Passive R-30 blanket insulation, any cover Subtotals for structure: 71,653 0 32,350 32,350 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 2,169 10,529 12,698 Infiltration: Winter CFM: 574, Summer CFM: 348 52,063 8,081 4,832 12,913 C:1UsersiNew User\DocumentslElite Software\Rhvac 9 Projects\Rev Stowell.rh9 Friday, November 09, 2012, 12:28 AM Fthvac -Residerttiat & Light Commercial HVAC Loads Elite Software Development, Inc. First Supply Mueller Homes New Brighton, MN 55112 Page 7 To#aI Building Summary Loads (canf`d) I Component Area Sen Lat Sen Tota~ Description _ Quan foss Gain Gain Gain Ventilation: Winter CFM: 6$, Summer CFM: 68 2,467 1,578 377 1,955 Exhaust: Winter CFM: 600, Summer CFM: 400 . Total Building Load Totals: 126,184 11,828 48,088 59,916 Check Figures Total Building Supply CFM: 2,235 CFM Per Square ft.: 0.440 Square ft. of Room Area: 5,079 ✓ Square ft. Per Ton: 1,017 Volume (fts) of Cond. Space: 51,685 Buitdin Loads Total Heating Required Including Ventilation Air. 126,184 Btuh 126.184 MBH Total Sensible Gain: 48,088 Btuh 80 % Total Latent Gain: 11,828 B h 20 % Total Cooling Required Including Ventilation Air 59,916Btuh 4.99 Tons (Based On Sensible + Latent) 1 Notes Rhvac is an ACCA approved manual J and Manua-ID computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. i C:\Users\New User\Documents\Elite Software\Rhvac 9 Projects\Rev Stowell.rh9 Friday, November 09, 2012, 12:28 AM ' iTd )Pd txd iNd 6P {d {d P ?-1' f~~r it 521 as ClR Nf1 CAS S+6r mnw. { ~Tx!Pr~, fAYDP1O 4 MASTER SASH iPSawn Izd * V• MiL.0.aDF B-I IR49.MbT BmR~DMR3 zr PI r9'0.0.NDT j 0 oc 1xt cwET - ~*~s 194x 4 MASTER BECIR ~t ap~p $ dP P-11 MSt. Ft+ ATa.Q.- $i ix 1 S {8 FOR ~ LR (rd6r ~ ~ RASTER CLQ a{/✓ NIC P-t uB'tlD.lffiT.. VM1l ¢ Ra41 PiPx ~ m )-iP r T-1P i 3 1 1'.T Td d s P TH b b r1aaT. g P-1 In' .Mm N „ Dumb a M a t N ® 70 AeLPPa) b P-N Yb IR {91? i- Qi x-1P -I IRS. Wr y R W LR II 8141 h 49 P-1 )P ~ ? ~ ~ b C~ &1Nd~ iC?AIVtYIF~ 1LQ . : BATH / i A{ a i i ' ~ ~ az a-IO W U f 1Jh~ Y ~ dx x-r _ w-r eEDRODM#1 y 6YIEST ROOM P-ifRgD MDT. P-1fgUa. w awEr - aver - s i l ~ ~ uro,rrax V Qx•ac i{s. ap_e a j r J- f 0. OAV NoteA: ~roeE9~aclc~ onanalm &4a.WQtB•-I3MWxFISE -cw 1JNIYGIB7NALL8AT1}` I#6FSSNp11D MAL A~ urrelaa+sm T~ dlr9oe DFSRp S)MAx NWtW@iNiNDON9 71 = oUNF~pDNflhA~~ ~ 'i 8)DM1WOEYA4ll4 ~a~St~W£ _ )TTassaww,lpsrP,vr~ccruaal k 9 1f~ iDVHxFYSCE ASPxCMDaF.6r. lad B)i 1?NETJRi9IXA11aaDR8 ~,M UNtE~a'IH6tMt~ND181 ad Pa UPPER FLOOR PLAN 1,821 fin sq ft ?d SCALE 116'-V-V d N v 7,J! N rn L i ~R frR ma r-r ra zR x4•m•cvael. ~ ~ e.9atcuwfnr ♦ ♦ arc.ae~rcm: t s~nz~aEV ~z NV ~ aaa ❑ A ~r DBCKABOW 1Aw ox zasa+on>en aao ma } 9,7 i rar xoxr azf,n w BEDRODM DECKA (fi R 3R rR z-r ~~~jj{{`` « vmumur , aaxf u~ucln ~ • i `/yam` f a a ROC g _x L.. L id3r ~~+t O e w r h ~ 'p mRHx_w~ "€qY 50.t9e4&i 'wNA9 § iOR C i L REC ROOM BA ON20'xe'i4+T GQlC. L d2 R iR' N 1NB l6tlTil SlW4Q fro C, B.P' p11W.1: {OaNQais 1 ~ ft 2rA'Cd1r vs+C. L E frf0 sxwre ~T er § rasrrc wJf vn max rn+• _ ME Fi evut [iGi.IEB ena°ox~xrxf. a +xxx~ O faRwx~w cvfc.raxm. ~~L L sxx ~ Rs a2PxB'CdR,f%TM a lftlE~ fi y ra ,r-,r faa ve +ra s X UNEKCAVATED r+a1ES . i7 tJX1WTBa{IR 66xPHidt N[M@intO~D9[10 tall 5QMEP1N5E NN® RR f$8 219TR4ITfE#0M afaw0 fr->3M'Lh~f"A9E ?JfLLwOl®YSL18frdi• UtYE%oT.i9~. Vgrvol® ~JAl1aWBf~l0 avrs'ceasnn LREt NeNWaB 0.,w 6J r-trMM.{iRWSdfStJIV+FJ - 1a4~~TiEta~J9ENOTf.D BJ6MA6Fwu.sa r.t Hans a rf nm Jasr wvarunaae roveavrs~ asvnawea.sr. aTwa~s a,. ~rd:naaxwaiaorns Lra~sanrt3xrasnxo*m eJrolxvnrfaw mrovsual.a+cr+~>,rsr, a~rffrwlm!umscunisws mffsrmcaotta.a~fawwlxwmf LOWER FLOOR PLAN 1,227 fin sq ft zR aR SCALE ta'=r-0' N _ ~ Os ~D ~g ~4• m 4 ~ ~ ~ Al af• - - ~w H a' _ C3J z ~ g h Fp: N d ~ T r ' Ord Px sa as +r eax.+r e= W r ! ~ t9 ~Xirx tfa f ~ tsI o ~ ~ ~ .max I V. ~ , ~ ~ g tP46. t$eXIt TN'YC xp Pi-tP XT. ~ Pd rr a ! y ~ radxtsd y b 3 RiNircETTanE ~um b > P.aao `7 3e1 ACi &)4 WTi. ~ ~ l9tYY%I"15` CHO AYW BON B2i 321 AM.Y Pd% M O[32 EE 11 3 ~13Mx~I) YCtW p• -t rP td ef~ ro 4 _ jA - Ftat iwoxl" TROO EATR tr as.. b (~'7 ex r-r ~ ~i ,y i qq V I EN R b a~A~vt x) ~ a tc ~ ~ i q PANTRY IT~ YJET6AR H raq~srAnar y FlAtli VAtD v% V1" w - s p.t YBWtlII Mfl1 tBF a b ~ B.a Fl WER Y ~ 3Xb Y - Ft tP ~ IR~ 1qT, r ~ b Y4 S A~ V_ 1/~ - h X4 M S yF' S I) GV>< Q w ~ [ tiWBF C'[ Patn ' naa 3rWX taro anxcomw[ws 3sa• _ z r zx ` A l+ ilJ EA o s cat cwxacE m • fi = YN{.t1HEtBWE ar Y~ 18d rd f)MI.H)8i0Ri0RBBOx W XFrttRgTpBE3.ytt0 Wlr98 QT1ffftW£Ex01® z,sn~x>3rEwa) Bxavxltr-:aX•Yw%RBE Sj}LLAxOtFOlW13 TrM UN.~OIF~W6x0)® ` b tff F[AUi ocliTim .afro s.~YS3X IP81tlPlBt~YAIOM a Qr-tff XGT (<pwswsAewq WLE%tlR®INSE tqt® 4 h B3 WPAGEVp[L3%B ~amusgvanrvyprn~ Aenta~ b a1P[~9EP (qt YB tltA•YCB2 r p3+1 V1•F>&tt1R$tNlllW[AB9 T-1ffVY)M Ut6F6B Txf1)M4Ex0)Y) YYl MN 144 tzd rx rx MAW FLOOR PLAN 1,555 fin sq ft rd 3rr WALE yr=[ m N a . MI - `s c Z g 6> N -n ~ $ p o w~ ~ a ~ ~ Q ~roi'~ D- ~Awwa zt Z-1 x C) N 4 ' J' City of Faun Ut, City Inspection Dept. Copy City Forester Copy Applicant/Builder Copy INDIVIDUAL RESIDENTIAL LOT TREE PRESERVATION PLAN SUMMARY CITY OF EAGAN FORESTRY DIVISION 651-675-5300 (BUILDER, PLEASE READ ATTACHMENTS) Development THE OAKS AT BRIDGEWATER 3rd ADDITION Lot Number 1 Block Number 3 Address 3860 Bridgewater Drive Builder Mueller Homes. LLC Phone Number:-612-701-7914 Contact: Rob Mueller Tree Protection Requirements: X Tree Protection Fencing Installed on Site Oak Tree Pruning (Immediately seal wounds during April 1 to July 31) Therapeutic Pruning Required Retaining Wall To Be Installed Other: Replacement Trees: Not Required X As Follows: Six (6) Category B Trees, or an equivalent combination of Category A and/or Category C trees. Attachments: N EST~ X Yes (Refer to attac epocurrients for details) DIVISION No RIEVIEWED~~4 Additional Notes: BY... DATE HAghove\2012file\treepres\Tree Preservation Plan The Oaks at Bridgewater 3rd ddition Lot 1 Block 3 taeintavt ?:c Orcutaya ~p from- r-o-w Iicfe a ~ F f curb. \ a \ v TREE PRESERVATION PLAN 1q0 O Certificate For: Mueller Homes, Inc. Loi 3, Blak 1, The OB cs of Bridgewater 3rd Addition NCY(TH ~p \ 1x60 Srtageaaler Drive, Eagan, artrres,:a taat0.b CcuntY} SCALE: i' 3C ~h•`~ 1 Prepared 8y: CdHcW Cannecdans Ecofogipl Sen' I' O rO_ ~4• - 21250 Ot~: k Trail N, i 1z:I ja Scary , mm 5507-, 14 (651);3'-,-44}0 17 3 5ENCH 6!ARK ' rO 22^,q t' 6 ~ , I. -OP CF SPIKE j S 7 3 LOT AREA =33780 SF ELEV. 876.89 a HOUSE AREA -2578 Se BENCH MARK: 30) j DRIVEWAY AREA :2e0; SF Ira 1 'TOP OF S-OIKE V s•OOyB l 1 ELEt!=882)5 BENCH MARX: TOP NUT HYDRANT OPPOSITE LOT 2 BLK 1 S ; S ~ ) ELEV.=883.33 t 10ry i iii n `o )oi Proposed Tree , HOIJSE EO a zo 1 is'r Protection 2,5 Cc ,C~ s ! Fencing 18 19 0, e) 3 ! i Silt Fence May be ~ , c)- , rn i Iasa 21 Used for Tree fence (`t••' M (era} ` 8 ~J + <.ati P 22t v CtC1lkai $ a (as.2} j s- l n Fj Cc . la-'1 V f.a rn S 24 ra ! t_ a 00 o.-vora E o m yr,r„na 7 ! S" (xaop > oatolls Paoeasiv [tcvaaxa i~a„_3 i f l 00+07--s ORAMACE FLOW O;kEC- OTL 0a,'s SPIKE 25 r l 7- ! r----~~ co=ons PROPOSED €ROS 1 CW=7RC- < 2fi t ! l ! t~ O3ror_s PROP~c R= r sm:.~caa+ ENNTaRCS L ?2R ( t .0 ~I t 29 27f, ~ if ( ~ / Prapased Lee Protection Fenvvtq .t 15i ( ( ( L All trees shout on this Plon were isucl(y ioceted by Critical Connections Ecologicat SenSCes, Inc 5 ` 30 ' f ? 1 Trees are not togged or marked in the fiedl. O 1 $j3 qs.s ` g.`` l l ! mot... a! r e 3L- : ere-err `.t + 1 ` _ _ 1 ~ fJ L` pul~ _ it 30, Tree List t- e 2-013 5} Signiiicant-rrees to be Saved or Removed r ' ` SCE _ ! Trtt: S ~ k+bMreq n \ y ~ ( ¢ T.-. tLre St2ti6 i 31 }>3 ' 3 i ramose i e < CO!araaa _,nxe saw n s 12' Y2 uSvRemxe (ice OrttaseTiaos~hatz aa55 err me+c W(3. ~ 1. `a- a 13' C"Axa:O Swu<z P~rn.,aaM 2(t~edttO'seax ThraugnacR'IObar mart;Jt -~pS.} 79 to 7 12' CtiazCO Swore 3 (Pstd;t Clse2sernlswertm5s) h S C9o2aa Sp- Remove ' {Reedte etea:z Tisr:ughatz ?S cr R N of rano~Y) q F)e^'+YSPrua*7 Re Rtr..n 3 (HaEdk C-iaeax ana affi°xJ cYtncalrftl 33 10 )4' CEOrat1 sa cm e I t=+ef01e s~raase iR.aac+01; urrre of Laoary} '^'=aY`-s>tia: 'er.,m^_ 2 {meta OEZak anE 5fia6mj Thrau3t50?'. Or m,e d C.ar,OpYJ ° a l 13 ii, kanaySRNa Remaw_ 2: Pk~aae Gpxax nvgryiOUr 50'b err ram aFCaea„ry} !.--y SprOrt R°rovr ( TPxeuanm65orRtOre xG.nupY) 12' :L1wWo SRNre Remaw 3Ma: S~CCL4rax Thrw:gpaa: str}; ormere ar~rapy} Is 10- Na[WdY ~P+a[e 5ase (Neaa;e L"rseix on LOYMr tarts) 4 ~3 Y taw.•,aYSpNCt Sera 3 (Same Neale DixaR) 55• Nornry_PNCe RR_rst j 2 !o; a aaeau anver.Sfat¢ eaT.;~rns2 p~^rcy}t cYC2 may) [aaam ctd 2•a 1?- M"M1rr Wrb Rhnmxt5are. [54CrR{Damage} gMan TNnk} - J' NaruaY SFNia Remove 2 (Ne_eh- Y) 22 13' Cdkad5sm Rem». D52aH Th+a FOeNi99b Or m.le pfCnr 23 I. kN'sPNa! Rpnrve 2 (Neese C6eai27llrOlp` i90°w Ct m:r83°CincW) 23 13• ;.nur H_jE Na+. - 3 (treadle t:stas±0.'t tO.wrllmM) N/E! LAN D 24 6' ARR,r Ma 0a N01,54 (ae ere 3 25 (0' RM P6nt Scott 2- 11, Paa= 21 - Rea F e see 23 I2' Ns S D,. CRcrrare} 0 aw, 4 {Oaf. 29 b' Peer SANS S Saa Sg 31 IS S1 h FhA S. po 31 ZO' 1Yt-,`eaaikVid- sea 3 jI 32 2O' iteaacI,VA„x c><a 1 33 24• Vh YfiiteSaG[S'A'ha Szt 2 (S,Iiz atBae) C ConMon Rating 2'=f2R'. mbg [RL'C.SVSi . ,5czs.~tu z2.er.a er~Iy Ceriy tFa*tns p"an rvzz Propared py n~cr under nr✓c4rr: 2 ~~~.~:mc ~=xraM.rwxs«i~,n,:, f supatitslon 2nD tha' i am an fahan sf and a C r- ned PlaarrV, Stt C'rscal Ccnna:tan;- ECaotp t Se i - t".T;,gTrON u R QWRED -OR T41S LOT, ST PACE 1,,10 FOR TOTAL HUMBER OFTR~ 7a R Kea wndt. FarESt Erokngis & CeraRed ArbOnst iIN;033-A {to Print to «cle, P«t rn .l' s IY P^dv) Page 1 of 2 TREE PRESERVATION PLAN Certificate For: Mueller Homes, Inc. Lot 3, Block 1, The Oaks of Bridgewater 3rd Addition 3860 Bridgewater Drive, Eagan, Minnesota (Dakota County) - Prepared By: Critical Connections Ecological Services, Inc 21150 Ozark Trail N. SCandia,MN 55073 (651) 433-4410 TREE TOTALS (EXISTING SIGNIFICANT TREES) TOTAL NUMBER OF SIGNIFICANT TREES 16 - MULTIPLY BY 20.0%- 3 ALLOWABLE TREE REMOVAL WmaUTMITIGATION ACTUAL SIG. TREE REMOVALS 5 MITIGATION REQUIRED (YES) 2 TOTAL Y OF SIGNIFICANT TREES THAT NEED TO BE MITIGATED MITIGATION NUMBERS ARE BASED ON THE LARGEST 2 TREES TO BE REMOVED REPLACEMENT REQUIREMENTS LARGEST CATEGORY CATEGORY CATEGORY SIG. TREES "A" TRES OR 'e' TREES OR 'C" 7RES _ CONIFERS 12' To 24' HIGH 0 0 a 0 CONIFERS 24' OR HIGHER 1 2 4 HARDWOODS 6°-20'01-MR 0 0 0 o Suggested Trees HARDWOODS21'-30'DIAMETER 0 0 0 0 SOFTWOODS12-24"DIAMETER I 1 1 4 To Replant With SGFTWOGOS 24' OR GREATER 0 0 0 0 SPECIMEN TREES 0 0 0 0 Replant fo Reel to ACceptable MITIGATION TOTAL Replant RepWCement I TOTAL 3 TOTAL 6 TOTAL 12 OCWwirSTm T2es Ree Cak(N'+avrs ma[mLAFa) "A" ,B. C. saPw vmae eaPCecNS Nmw) TOTAL REPLACEMENTS CATEGORY CATEGORY CATEGORY Aun,mn eWre Mage (ACbaf ma W;) 3 6 12 a. MaWe (ace-weN,x> anNiox U.. (TV. nmencam) HaM rry(Ce@a oGiienplis) 'OWNER'CEVELOPEA MUSiPWVT NUMEERS OF TREE6 A6 LISTm LY LYriYCNEOFTWE£GTEGGREES CmirereuS Trx PEODUIUS TPEES xOrIF55TUN iaiOR51n (xAHETE4 Blad[Mils SPnu (Prcea 9Uxra dea®ra) GTEWRr CDV(FFRCUS TPEFS, xOT tE55nuNU FEErd LFtGxr WHRe NRe (Pm~a SRpbi6) ro- DFOwiwsTUES. xor LESS TxAn xErzwDasw°LwEraE UTECORi COxIFEPWSTPEE4. xOT~£SSTwN EFEETIN xefM -O CEDW,OUETAEES, HOr LSSTwNNLNr REDIFa EN DpMErt0. GTECCgr COxIFEPWSiREH, xoT LESSTxAN+RErIx xDDrt TREE PRESERVATION DETAILS TREE PROTECTION FENCE PROTECTED ROOT ZONE SNOW FENCE e-a^ ORIPLINE DRIP-LINE NAMES) TREE DR SILT FENCE LCGITON (U in of PROTECTED ROOT rl'PROTECTED ROOT ZONE RAD OF TRUNK OTena Itia OF DIPMeTHt TREE PROTECTION ZONE THE AREA OF ROOTS EQUAL TO 1'-1.S' FOR EVERY 1• IN TRUNK DIAMETER (DBH) PROTECTED ROOT ZONE NOTES: • No ORADLYG,TRExCN: oAPLlgx-ora""-aR-- • 9°SWO+ATREfS RODt SYSTEH ti iOUTFD wnHMTHE TOP: °F SOR • WORK'--M.-NM TRZ S-OULD Era CONE By NANO Ax0 Ux0ER • SMN OFATREf5 R00r5K1ETx 6LOUTFO'xnHix lNEIW rOFMEEOR TFE ARERM1t510x OFINECDNSULtdG ARBORST •xpyT nxf 0.00~S APF'NRHMTHE 10o EC Oi TE SOIL SURFACER6R6£ • ,xSTALLTPEE OR SRTFEfKE PRtOR OR AT TNESAMETIME AS WD OEfR!NG gTOTE TxSTwnY1gN MJrAehr]n+yATEaFM Mw.IEM WfvF • PRCTLICx FENCE SNWlO 0.EMA,x Ri PtAC UNTIL ALL CONSTRUCTION LS CCMPLETDJ • y~~~~~~'~WTJSP%iY1DT5EVBW~eI(rOTXg, TRg _ APE EX1PC MflY SFN SLSfpiE ry.ytt ap~r 5ertxvAF • SORCOYAOnCN Alp FALO.SR AgOT SYftENEAREAISTABOwALTNO AS PWiR[vERAxCEPxO MMD Bf MlNaipp IcRMrovaP FOR OLYGEN IEVEIS TxEE vRDTSTmR FEVtE OR mT FTrce a ro sePUCDrnnsmETne TREE PRESERVATION NOTES BE.4^.aE IAPN CLEPR[NG BEGfi"15, CANtRACTLIT aMIXMDME-T VrtM1ME ca~wLravrcNStrEroaEV~wxLwowcPROC~ORES,A~ssPnur=s, AERIAL VIEW STCRAOF Aga, AND TREE PROTEcncw MEASUR,. TR~PRDIE[nCry F3Y(.. TS TO BE"xm allrs[ce aF THE CaIwrE aF PROTECTED ROOT ZONE ALLSW^MnCANTTRtb TO BE SAVED WHEN PC55I9=. FENCETp RBtlAIN NMR ALL STIE WDPK IS COMFL-"R~, FENCE giOI!Lp NOT EE MOVEV (:q RHLC.itgJ WTIHL7„T VERaN. DR 1'IPITTETI CCMFIWECADCN WIRI THE CQ`Q.LTAYi. • NO FlU s-IOao M FIXED AGAINT THE MW ON PE ROOTCC,yry, TREE PROTECTION FENCE ORIVPHINTHEDRIP LO.EaR OFAVYTREES T TARE TO BE SAVA: '-0" TO 30'-0' FOR CARE NNSr BE TAKM Tp PR~NE,Ni CMANGEMDiE SOR OLMISiaY IX1E 20" MA. TREE TOCOXIa EV/Agq ANDLEA 'q CRSouAGEOFM4CMgr ALS SUCH AS PAINTS CRF'E~. DRIP-LINE • At1 CD mLKTiON EQUIPM-.~~Ir, V:TOQe T'~C ND STORAGE AREAS k MCATK LOCATBI OUTROE CE ANY TREE PROTECCP AREA F-14GC-TREES 41DLRD NOT YAKS PIAce Mai APAR 1a TO ILLY E. - IF WDUNOING OF a .REES CCQ1R A N1Y TOKIC WOQ~ DRE,IPIG MUST Bf A,`JED-EtIATELY, (g CAVATIX5 S}igdD PAYEE A NCN- WC TRH WCUND DR NG Y(+IH THEM CN m1>.cPra-vr Sl Es. (to Print to stole, print Pn 11- x 17' PDper) Page 2 of 2 0 0 00 c ~ a~ ~o t > U) 5 (Q U W 0 0 rb N 69 N N m v m C N ~ L4 II m 0 O F- U _ d Z V) w CD -J r m 0 0 0 7 (D N OI , u a) - m Q W o 0 0 W = N OD 0) 0) 2 wa _ m u; o F- V U U O o co co T o 00 O co u 0 ° m Z Q a` 0 Q V 7 V N N N U U O m ~ Z rn s O a w o a F a ~ Z io Q, Q w co W O M M O LLJ N O IL W Q J a~ Q L O O 0 0 0 0 N fn W W W - Z F- v N f 0 c a 0° ai J o ~ (D F- ° o Q Fn (h J H Z f- O M o N _Q o _ ~ U > -a O .D N Q I~ Z -p o co O U - Q °1 o E Z ° Z ° in ¢ O O M Q Q N (D (7 R F O y 11 rL - 'O (n _ 0 N _ W c6 N~ ~ N (V N a Q ~ (1) V) N (V (O W 16 N C ....I O ~ p p 7 N O (D Q O E ~ N a N y N E O c v -o L) -o CN W a d> O p N ° E y Q o E° A 0 O J Cl) -0 m Q a co m a> 3 4. c 3 c F- FL- 0 W Fes- Z Q U H S (n U= (n U Irl,1150 ~ r'cal Connections Ecological Services, Inc. Ozark Trait North, PO Box 184, Scandia, Minnesota 55073 Natural Resource Consulting Landscape Ecology October 19, 2012 Botanical Inventories Threatened & Mr. Gregg Hove Endangered Supervisor of Forestry Species Surveys City of Eagan Oreenway 3501 Coachman Point Open Space Eagan, MN 55122 Planning Natural Community Re: Tree Preservation Plan for L3 B1 Oaks of Bridgewater 3rd Addition, Eagan, Minnesota Restoration ' For: Mueller Homes, Inc. Wettand Delineation Mr. Hove: Permitting This letter is to verify that Mueller homes, Inc. has abided by the City of Eagan's Tree Wettand Preservation ordinance on Lot 3, Block 1, Oaks of Bridgewater 3rd Addition. Banking 8 Monitoring During a site visit on October 18th, 2012, all significant trees were visually located within the property boundary and were inspected to determine their current condition and which trees to Minnesota save and remove prior to home construction. Nearly all of the significant trees located on-site Land Cover Classification were planted at one time by the previous landowner including: Norway Spruce, Colorado Spruce, Pear, Silver Maple, Red Pine, and Scotch Pine. Geographic Information Due to the close spacing of the planted Norway and Colorado Spruce on the property, these Systems trees all have to some degree either on lower branches or throughout the canopy a needle disease present which has resulted in a thinning canopy and misshapen form to affected trees. Global Evidence of old pruning cuts of lower to mid branches within the canopy seem to indicate a Systems needle disease being present in the recent past. Infected needles were observed on several of the spruce trees and areas of localized dieback also were present on many if not all of the trees. [database Spruce trees and other significant trees listed with a condition rating of 2 Management 8 (poor) or lower on the Development tree preservation plan will not have to be mitigated for their removal. Environmental Education Phone: 651.433.4410 Ennait: info@ccesine.corn Web-, www.ccesinc.com Tree Preservation Plan Letter Lot 3, Block 1, Oaks of Bridgewater 3rd Addition Page 2 of 2 Eagan, Dakota County, Minnesota October 19, 2012 It was noted during the site visit, that located on the adjacent property to the west, within 10-15' of the property line, is a large 56" Cottonwood tree. This mature Cottonwood tree has approximately 50% of its crown currently overhanging where the proposed house and much of the garage is to be located. Observations of open wounding are evident along the main trunk of this Cottonwood tree with storm damage (large torn limb area) apparent higher up in the tree's canopy. During a conversation with the landowner of the property with the Cottonwood tree, he mentioned that approximately 45-50 years ago this Cottonwood tree had been topped. Current branch structure of the upper canopy is all from re- sprouts that formed following topping. It is my recommendation that this tree should be removed with current landowner permission prior to construction of the new home due to the potential for the tree or parts of the tree to fail once grading and soil disturbance takes place near this tree. At the time of the site visit, the house and garage have been staked. Tree protection or silt fencing should be placed around treed areas designated to be saved once land clearing has been completed. If you have any questions regarding this tree preservation plan, please call me at (651) 433-4410. Respectfully submitted, ;en tical Co ections Ecological Ser ces, Inc. J. Arndt Forest Ecologist Certified Arborist MN4033-A Cc: Rob Mueller, Mueller Homes, Inc. LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION - PROPERTY LEGAL: J. 3 B G d dJ- DATE OF SURVEY: Z LATEST REVISION: d a~ c is U_ Q ~ „ p Z Q DOCUMENT STANDARDS ❑ / • Registered Land Surveyor signature and company - e- S, 6vt C1 11 • Building Permit Applicant p - r ~e~lrrl rlGLf A ❑ ❑ Legal description Ke7 the ❑ 0 • Address ~g ❑ ❑ • North arrow and scale ❑ 0 • House type (rambler, walkout, split w/o, split entry, lookout, etc.) ❑ ❑ • Directional drainage arrows with slope/gradient % , 0 0 • Proposed/existing sewer and water services & invert elevation -s&W onne4" m ❑ 0 • Street name 41 A" ❑ 'o - Driveway (grade & width - in R/W and back of curb, 22' max.)W&1 SAO"" S/opt ' rJ Spree ~'rBy11 ROuJ L,'„ $ ❑ ❑ • Lot Square Footage S64) pMprOXeJ ,z ❑ ❑ • Lot Coverage 1 U ELEVATIONS Existing ❑ ❑ • Property corners z 0 0 • Top of curb at the driveway and property line extensions ❑ 0 • Elevations of any existing adjacent homes ❑ ❑ • Adequate footing depth of structures due to adjacent utility trenches ❑ 0 • Waterways (pond, stream, etc.) Proposed ❑ ❑ • Garage floor ❑ ❑ • Basement floor ❑ 0 • Lowest exposed elevation (walkout/window) ❑ 9' • Property corners .e' 0 ❑ • Front and rear of home at the foundation PONDING AREA (if applicable) ❑ ;e ❑ • Easement line 0 • NWL 0,0 0 • HWL ❑ ❑ • Pond # designation ❑ 0 • Emergency Overflow Elevation 0 • Pond/Wetland buffer delineation N . Shoreland Zoning Overlay District Conservation Easements DIMENSIONS ❑ ❑ • Lot lines/Bearings & dimensions ❑ ❑ • Right-of-way and street width (to back of curb) ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all structures requiring permanent footings) S/ol,/ rIA o~7 f o4 s~* ❑ ❑ • Show all easements of record and any City utilities within those easements ,X 0 ❑ • Setbacks of proposed structure d s' and setback of adjacent existing structures ❑ 0 • Retaining wall requirements: Reviewed By: Date L GJFORMS/Building Permit Application Rev. 11-26-04 ~~QQ Y V lG Maintain "drainage j from r-o-w line to \ / O P12NEERengineering curb. ~h \ \ J VF CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS JJ S 1 ~F 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.corn ° F •°o ~'oo Certificate of Survey for. MUELLER HOMES INC. -55g A ADDRESS: 3860 BRIDGEWATER DRIVE, EAGAN, MN o ee0.3 0 o X09 1.00 . \ 679.2 X( d5 81.3 8 2.2 •:s... '/`J ii 'A~r~ tllPi Y O~ B8tf3 X 878.p 88,1..22/ ..8J / 9.3 4 J ryh t ~ 83.6 O rYJ b~. X 88r fwJ 6>s an.7 `O 661. fiez.o 8iT 5764 n "J 30 ~t ?Ja.2 881.6 BENCH MARK: 0 _ 3o 52 e, s8 eao.l 00 8 2.2 TOP OF SPIKE I fie ELEV.=876.89 X874.0 W BEACH MARK: .19~g x 8787 878 x 679.01 ~V TOP OF SPIKE 74) rr 00 876.6 \I X V EL8V.=882.15 P 878.3 1 \ V X 3.0 i o q \ O 748 u) \ N I r 00 b n - stoop[ I 678 6e2 (7 873.1 1 - 675.68 \ 876.1191 x 87,. 7 1.7 2. ---e7 9 X 3. 81 .50 '1 30. ®77.7 \X X ~ (7.1 20 -ROP0 SED c >-$Ay (16) \ \2 887.2 3:1 mammum Slopes Ho09rXSX (0 f'14) 875 X~6{. V? 1 X 869.8 - 2 FAX lY tr M 11 . j•i.~ FPj~O Will! 69.1 .89.9 flp "7??~ / \ dl' X 69.4 / 87.8 ' o~ quited ttoo z~ 866.3 0866.1 /~[1 \ I- V) 866.2 8 • . / 0 0 e6e 0:5 ~ 73.9 ~t O Cd yI) >fi ° N T-~^ 9 x2 M v66 865.7 tl ' N ^ 14.00 1 \ Z 87 W LOT AREA =33780 SF 0■ 889 ~'7 ■ e 9.Z HOUSE AREA =2578 SF 5.0 °d \ s 30.52 0.8 (66 86 879.5 DRIVEWAY AREA =2404 SF 8639 X- B64 X e4) \ ) \V Z es, 868. BENCH MARK: \X z V U \ TOP NUT HYDRANT OPPOSITE LOT 2 BLK 1 x 864.1 ELEV.=883.33 ' ~i..."~ X , 860.2 as . /y~ O \ x 860.9\es. 86 c'? 4 F J \ ~ 00 X &58.6 LOWEST ALLOWABLE FLOOR ELEVATION PER PLAN : !!873.5 .-858' 57. x~ x a59.o \ > as 8 .4 \ o HOUSE ELEVATIONS : (PROPOSED) /ASBUILT ass-f a Z V X41 IL e6z6 LOWEST FLOOR ELEVATION !!(870.2) Must be approved by city prior to constrction. I 4.5 \6.7 \ I 1919 a TOP OF FOUNDATION ELEV. : (881.9) -854- \ \ w GARAGE SLAB ELEV. ® DOOR (881.5) X 854.8\I 1958 ` \ / X 852.4 052.2 X 000.00 DENOTES EXISTING ELEVATION -f352- X 852.6 \ I dss / X s V ( 000.00) DENOTES PROPOSED ELEVATION DENOTES DRAINAGE FLOW DIRECTION \X\q,5~ .9 ° L DENOTES SPIKE \ IN 5 I \ \ f DENOTES PROPOSED EROSION CONTROL X 4 / X 850"'- DENOTES PROPOSED ROCK CONSTRUCTION ENTRANCE X 30 851.0 f5 1962 NOTE: ADD FOUNDATION LEDGE AS REQUIRED ^ I '3 6g\~ \ NOTE: GRADING PLAN BY LAST DATED WAS USED 349 16'E \ \ TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. LO 1¢487 \.848 I 8515 9 NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL O I 86,° X.6•. O a 1 > LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO X 847.3 eso.a CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. ~84X NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT /8 7 30 BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC 844.9 '5 \846 X 846.3 I HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. -84N, NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER V X 848.8 THAN THOSE SHOWN ON THE RECORDED PLAT. 843.4 V NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. ` NZ~ `SS o \ -X-,a46.o NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM pI `3g 30 X 881.1 X WE HEREBY CERTIFY TO MUELLER HOMES, INC. THAT THIS _ 8RR\ 68. 845.8 945. X IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY _ - \ 79V' od' OF THE BOUNDARIES OF: x 840.8 844.8 tO LOT 3, BLOCK 1, THE OAKS OF 19Q2\ 843.8 843.9 / (n BRIDGEWATER 3RD ADDITION 0 Xa41.2 DAKTOA COUNTY, MINNESOTA F0.0 \ 840.8 IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR SFMFN plop nC/ x 84+.7 ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY <yTry ME OR UNDER MY DIRECT SUPERVISION THIS 20TH DAY OF SEPTEMBER, 2012 X 541.2 SIGNED: ON E ENGINEERING, P.A. WETLAND o BY: Peter J. Hawkinson License No. 42299 s~ REVISED: NOTE: 65j STAKE H 110202112 RESTAKEOHOUSE EWED 3.6'v 10/08/12 CITY REVISIONS BF . //./fJ7 D... , /0 ~13 LJAt> AN LtVuuv ►uwu l3. rf. SCALE : 1 INCH = 30 FEET 10 I 7432 112135000 Maintain 2% drainage from r o w line to "4' \ / O PI NEERengineering ~r curb. ~ ~ Fw CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS I/ 2422 Enterprise Drive, Mendota Heights, MN 55120, Phone: (651) 681 1914 Fax: (651) 681 9488 - Pioneereng.com -1 lS ✓ 91 1,11 980.5 v~,~ OO / Certificate of Survey for: MUELLER HOMES, INC. ~5 O° °O ADDRESS: 3860 BRIDGEWATER DRIVE, EAGAN, MN 880.3 ~ .0 81.0 / a• \ 0. 880.9 ~+tl \ •~2„~ L :a. 4a 1. ~ 8792 X/ 6 5 ( S \ 81.3 12 t^ 883 ~ / o r O 881.2/ ' J F. .z. O ' 9.3 I 9 83.6 (V h 832 /1, epJ ~ X 88 J 8j 6977.7 89t. 882.0 \ ?J8a4z 7t ~ MqV` 976X1 0.19 30 BENCH MARK: ~J $ a8-- -o _30_52 I j QD a 2.2 TOP OF SPIKE 88.1 ELEV.=876.89 x 87;.o I 13 BE CH MARK: BjA xI874.7 W ~ 876 X a7s.d~ ~V TO~ OF SPIKE t74) ~3 00 876.5 \I, X V EL V.=882.15 1~ 979.3 V i \ X 8 3.0 I O I ~ O 7 6 (V • a ('0 (7 n _ stoop I 878r , o tt'\ fj~2 873.1 - p p~ 975.6 (8 , 976.5 91 X 971. h \ ~ 8 .3 ' 1.7 z.oX 97 X j•50 -A 30. -Y7 X 6at.o, I -EIROPOSED X76) 887.2 T) i70(JS~1. N O 4) 575 , XB 3:1 °p.'.i 81°M11 a Will 7 g70 ` X2 F.670.9 X x O x 969.9 W " Weill 69.1 • _ 69..9 9 (1 w. a- 0 M ° ~ \ - F^1y 0 _ X 69.4 `:a: r •wiU 0) 11.00 j 831.8 Z Li 866.3 . 0665.1 .50 O Cn e66.2 X O B 0:5 73.0 Cn 6 6)~0 o sB \ . O V 5 865.7 y *I N N 14 9 878. W 9 0 LOT AREA =33780 SF P7 00~ e ^ 97 _I \ \ \ HOUSE AREA =2578 SF I 5.0 s9 3o.si DRIVEWAY AREA =2404 SF 864.E I\ 11 875.5 983.9 x' X 64-1 (66) 868 41 BENCH MARK: 0 999, k' TOP NUT HYDRANT OPPOSITE LOT 2 BLK 1 as X 994.1 867.1 ~ ELEV.-883.33 O 8 X ? J ~ X 860.9\ J ry1 X ese. - 66 R a \ \ T - LOWEST ALLOWABLE FLOOR ELEVATION PER PLAN : !!873.5 ~$`Ja 57.I x~ X 959.0 I as .1 ..4 d' HOUSE ELEVATIONS : (PROPOSED) /ASBUILT 856--- I QzV 864.1\ ax 867.6 !!(870.2) Must be approved by city prior to constrction. X 954.5 x956.7 LOWEST FLOOR ELEVATION QN V TOP OF FOUNDATION ELEV. (881.9) / r-) -854--- I \ GARAGE SLAB ELEV. ® DOOR (881.5) / I \ x 854.8 I es8 \ X 952.4 952.2 X 000.00 DENOTES EXISTING EL EVAIION _g52 X 852.6 X 57.5 V ( 000.00 ) DENOTES PROPOSED ELEVATION I I DENOTES DRAINAGE FLOW DIRECTION 8W 4\X /r".' DENOTES SPIKE 5 I \ L DENOTES PROPOSED EROSION CONTROL ' \X 4 ~ DENOTES PROPOSED ROCK CONSTRUCTION ENTRANCE 850" 0 \ I \ " 30 851.0 \ NOTE: ADD FOUNDATION LEDGE AS REQUIRED ^ S I\ S~ NOTE: GRADING PLAN BY LAST DATED WAS USED 0"t \ 304916' \ , \ TO DETERMINE THE PROPOSED ELEVATIONS SHOWN ON THIS CERTIFICATE. \ E LO f46.7 848 V851.5 NOTE: PROPOSED BUILDING DIMENSIONS SHOWN ARE FOR HORIZONTAL O O s (n I X 847.3 I 86'1 eso.9 e3~.1 LOCATION OF STRUCTURES ON THE LOT ONLY. CONTACT BUILDER PRIOR TO 0 CONSTRUCTION FOR APPROVED CONSTRUCTION PLANS. --48.2 /a T.7 X 30 NOTE: NO SPECIFIC SOILS INVESTIGATION HAS BEEN PERFORMED ON THIS LOT BY THE SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFIC 9449 % \846 HOUSE PROPOSED IS NOT THE RESPONSIBILITY OF THE SURVEYOR. - 5 \ X e46.3 I NOTE: THIS CERTIFICATE DOES NOT PURPORT TO SHOW EASEMENTS OTHER V 548.0 X 948.8 THAN THOSE SHOWN ON THE RECORDED PLAT. \943.8 I d / \ \ \ I V NOTE: CONTRACTOR MUST VERIFY DRIVEWAY DESIGN. WZ~ SS8'7 \ I ,460 \ 843.8 NOTE: BEARINGS SHOWN ARE BASED ON AN ASSUMED DATUM 30 X 841 .1 WE HEREBY CERTIFY TO MUELLER HOMES, INC. THAT THIS 115r, 66 ease 845. x j~ IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY - V OF THE BOUNDARIES OF: x 840.6 844.8 ° LOT 3, BLOCK 1, THE OAKS OF 943.9__ IO BRIDGEWATER 3RD ADDITION co 943.9 \ ~ X 841.2 o' DAKTOA COUNTY, MINNESOTA aR FgS~MF CF 840.8 IT DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ti X 841.7 ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYED BY FRA~yl7ry ME OR UNDER MY DIRECT SUPERVISION THIS 20TH DAY OF SEPTEMBER, 2012 X 541.2 SIGNED: ON E ENGINEERING, P.A. WETLAND / I O I ~ BY: Peter J. Hawkinson License No. 42299 ~~CQ REVISED: NOTE: 9/20/12 STAKE HOUSE RESTAKE HOUSE S'= 10/02/12 EWE D 10/08/12 CITY REVISIONS [3__ /0 /o VAty L'.N~itN~~tcLV~i l~rrt. ~O SCALE 1 INCH = 30 FEET s°9 I 7432 112135000 Q MUELLER HOMES. LLC Mueller Homes, LLC 1944 Safari Trail Eagan, MN 55122 p-612-701-7914 f-952-431-5151 i Address: 3860 Bridgewater Drive Eagan, MN 55123 Legal Description: Lot 3, Block 1, The Oaks at Bridgewater City of Eagan Engineer, We are requesting an easment vacation for a foundation footing at the above address. We are requesting this after speaking with Jeff Wheeler (Building Inspector) about increasing the size of one of the footings to accomadate additional load needs. An easment vacation is necessary because the easment area contains sewer lines. Thank you. Scott Akey 612-940-7717 /a 7 ,7GG RECEIVED • ` Date: 11/8/2012 Revision Date: 11/8/2012 New Construction NOV o 9 2012 Site Information Address 1: 3860 Bridgewater Project Stowell Residence Address 2: Lot: Block: City: County: Subdivision: Application Information Business Name: Grant Heating and Air MN Contractor License Contact Person: Chris Grant Office Ph: Fax: Cell Ph: 651-226-0515 Address 1: 19700 Embers Ave City: Farmington State: MN Zip Code: 55024 House Details / Square Feet: 5078 sq. ft. Avg. Ceiling Ht: 11 ft. Number of Bedrooms: 5 Ventilation : Balanced Total Ventilation Capacity : 2*Gcfm. Minimum Continuous Ventilation:Wcfm✓ w k~ Intermittent Ventilation: 154 cfm. Combustion Appliance Water Heater: Power Vent Input BTUs: 65,000 Independently Vented Furnace/Boiler: Direct Vent/Sealed Combustion Input BTUs: 135,000 I odependently Vented Other Combustion Appliances Gas Fired Direct Vent Fireplace(s): Yes Gas Fired Power Vent Fireplace(s): No Gas Fired Natural Draft Fireplace(s): No Solid Fuel Appliance(s): No Exhaust Equipment Continuous Exhaust Ventilation Capacity (cfm): NA Clothes Dryer (cfm): 135 Exhaust Fan Rating (cfm): 300.1-- Make-Up Air No Make-Up Air Required by Code Combustion Air Round Rigid Required: 5 inches or Insulated Flex: 6 inches. ~'~t f s lr. t` t Applicant Name (print): (A-4-~~ Signature/Date: Code Official (print): Signature/Date: 0 2004 CenterPoint Energy Minnegasco. 2004 Mechanical Code Guidelines. Page 1 ~-~►1.~' ~ /v ?7FG 3 PGo !,j/L.,es.~ ~~rG~ iJf7 _ oil 20? MEMORANDUM I hereby certify that this plan, specification or report To: Mueller Homes LLC was prepared by me or under my direct supervision Re: Tall Wall & Braced Wall Review and that I am a duly licensed professional engineer e Stowell Residence under the laws of :V7 inota. 871 Westscott Rd Eagan, MN Nick Hanson Date: 11-1-12 Project No. 2.0285 Minnesota Registration No. 46665 The purpose of this memorandum is to report the preliminary review of the existing foundation structure in relation to the lateral braced wall and tall wall engineering that The Hanson Group has been retained to provide at the address above. The Hanson Group has reviewed the proposed house plans and the following is noted: 1. The overall foundation plan should not be dramatically affected by our braced wall and tall wall analysis that will be conducted in the following weeks. 2. There is great likely hood that holdown anchors will be required at the house and garage walls for shear walls and portal frame walls to resist lateral in-plane loads. The Hanson Group's lateral design will give options for cast-in-place anchors and post-install anchors to incorporate into the construction documents. 3. Our design will be based on provided home plan drawings from Pure Design Environments, Inc. last dated 9-18-12. 4. Our wood framing scope with Mueller Homes currently entails: The Main Windforce Resisting System Elements for the Stowell Residence that does and does not conform to the IRC lateral bracing prescriptive requirements. The tall walls at the two story foyer and corner stairway will be given in elevation details and requirements for Exposure B 90 MPH wind. The tall wall framing at the garage and rear walkout walls will be included in the design as well and handled with plan notes. The deck footing size will be included on the plan. 5. All other house requirements and details will be addressed by the Client for the remaining areas of the structure. No other engineering will be performed, including a site visit, or is being requested. Sincerely, The Hanson Group ,Q/L. Jeffrey Wheeler From: Nick Hanson [nick@hansongroupmn.com] Sent: Monday, November 19, 2012 1:34 PM To: Jeffrey Wheeler Cc: Rick Merrick; robmueller725@comcast.net Subject: [FWD: roof truss layout for 3860 Bridgewater Dr .....Problems with the trusses from Litfim. We need to verify] Attachments: 369423 ROOF Layout.pdf Jeff, I have reviewed the attached roof truss layout modifications from the original drawings. After review and reanalyzing the framing, the current roof layout does not affect the framing call-outs in the provided structural engineering drawings. The front porch beams shown can be (2)11 7/8" LVLs w/ (4)2x6 bearing studs braced at the mid-height soffit call outs. Please let me know if there are any questions or concerns. Thank you. Nick Hanson Structural Engineer The Hanson Group LLC Cell: (612) 708-3572 www.hansonciroupmn.com 3407 Kilmer Lane North Suite #4 Plymouth, MN 55441 Original Message Subject: roof truss layout for 3860 Bridgewater Dr .....Problems with the trusses from Litfim. We need to verify From: "Rick Merrick" <rickmerrick4(&gmail.com> Date: Mon, November 19, 2012 11:06 am To: <nick(@)hansongroupmn.com> Cc: <jholden2626(awahoo.com> Nick, Here is the last truss lay-out that Littfin sent me on Friday. As far as a cost item they said it made no difference to them what direction the trusses ran. The attached drawing shows them running left to right, let's go with that lay-out for you to take a look at your bearing walls. Could you also size a beam that they show at the front porch and that return? I'm sure a couple of 11 7/8" Ivl would be plenty, but Jeff would not question you and may not believe me. Can you email Jeff at the city with your findings and cc it to me. We are trying to back fill on Wednesday and they will not let us without the permit. (If running the trusses from left to right screws up your bearing walls, we can get Littfin to run them front to back. I think Jeff had a problem with them running front to back that is why Littfin did this last lay-out). Thanks for all your help. Rick Merrick 612-384-3659 I will be out in the field most of the day, can you call or text me with 1 e Boise Wood Products Engineered Wood Products MCPHSE 14500 Martin Drive Suite 4000 Eden Prairie, MN 55344 T 877 264 7377 or 952 934 5246 F 952 934 5247 June 29, 2007 Re: Boise VERSA-LAMrv, BCI'r' and ALLJOIST" Products-BC Cale" 9.5 design reports To Whom It blay Concern: For the design data shown on BC CALC" 9.5 design reports (spans, design loads, spacing, bearings), the members all meet or exceed the allowable member design values found in the respective code report for the product specified when all percent allowables shown in the controls summary and bearing support are 100 percent or less. The analysis of the member is warranted by Boise Wood Products, Engineered Wood Products for the loads, materials and conditions shown on the BC Calco 9.5 reports when all of the percent allowables are 100 percent or less and the proper loads, load duration factors and deflection limitations are applied as required by the applicable building code or surface material application. Typical load duration factors are 90 percent for dead loads, 100 percent for floor loads and 115 percent for snow loads and are represented as duration (dur.) on the design reports. The design reports assume the top of the member is braced by sheathing and that the bottom edge is sheathed or braced (restrained) 24 inches on center when the zone is in compression. Floor sheathing shall be properly glued and nailed in all cases. All Boise Wood Products shall be used and installed in accordance with our specifier and installation guides as well as any applicable technical notes. The builder/building designer is responsible for reviewing the report notes/cautions, performance level, design loads, load durations, spacing, spans, bearings, supports and providing adequate bearing and support at all stacked floor and roof levels, wind load uplift resistance, web stiffeners, flange restraints, bracing, connections, etc. at the proper locations as required for the project and for conformance to the applicable local building code. All components shall not be damaged or be placed in any environment that will cause the ►noisture content of the wood to exceed 16 percent. For any BC CALC design reports provided by you: • All minimum bearing lengths shoNvn on design reports are based on the loads and materials shown on the design reports. Building designer and/or builder is responsible for providing additional adequate bearing and support to support stacked floor and/or roof load reactions/loads above that may exist at bearing locations. • Building designer and or component designer is responsible for accounting for any snow drift loading, unbalanced snow load, HVAC equipment, water ponding, ice on snow surcharge, and any other non-uniform or point loads. Building designer and/or component designer is responsible for accounting for all member loads and required load cases and conditions and that the span/depth ratio meets the building structure performance criteria for its application. • I-joists shall not be used to directly support any load bearing columns or header beams above: • Design reports that do not include web holes in I -joists must have web hole(s) located and sized in accordance with our specifier, builder and installation guides or sized with the BC CALC software for load conditions not covered by the guides. Boise Engineered Wood Products has not reviewed the project documents for product conformance nor is this letter intended to be certification of a specific component design. If you should have any questions, please feel free to contact me at 877.254.7377, extension 5, or a-mail me at hilliheobald(~boiselirrildiru corm. Sincerely, ✓~u~-fir ~,;;21/i f j .'Z`C7:'f William Theobald, P.E. Regional Engineer oise Cascade ®B Triple 1-3/4"x 11-7/8"VERSA-LAM®2.0 3100 SP Floor Beam\F1\FB01 BC CALCO 3.0 Design Report - US 1 span No cantilevers 0/12 slope Tuesday, November 27, 2012 Build 517 File Name: Stowell Residence Calcs Job Name: Stowell Residence Description: F1\FB01 Address: Specifier: Plan City, State, Zip:, MN Designer: Anthony Estevez Customer: Lampert Yards Company: Boise Cascade Code reports: ESR-1040 Misc: EWP Members 5 V - 12-06-00 - - B0, 3" 61 3" LL 5,500 Ibs DL 3,047 Ibs LL 5,500 Ibs SL 1,313 lbs DL 3047 ,bs SL 1 1,33113 3 lbs Total Horizontal Product Length = 12-06-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% _ 1 FLOOR 1 Unf. Area (psf) L 00-00-00 12-06-00 40 10 11-00-00 2 WALL 1 Unf. Lin. (plf) L 00-00-00 12-06-00 80 n/a 3 FLOOR 2 Unf. Area (psf) L 00-00-00 12-06-00 40 10 11-00-00 4 WALL 2 Unf. Lin. (plf) L 00-00-00 12-06-00 80 n/a 5 ROOF Unf. Area (psf) L 00-00-00 12-06-00 15 35 06-00-00 Controls Summary value %Allowable Duration Case Span Disclosure Pos. Moment 28,991 ft-Ibs 79.0% 115% 2 1 - Internal Completeness and accuracy of input must End Shear 7,904 Ibs 58.0% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U278 (0.524") 86.4% 2 1 output as evidence of suitability for Live Load Defl, U402 (0.362") 89.5% 2 1 particular application. Output here based on building code-accepted design Max Defl. 0.524" 52.4% 2 1 properties and analysis methods. Span / Depth 12.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with % Allow % Allow current Installation Guide and applicable Bearing Supports Dim. (L x W) Value Support Member Material building codes. To obtain Installation Guide BO Post 3" x 5-1/4" 9,860 Ibs n/a 83.5% ask questions, please call Unspecified (800)232-0788 before installation. B1 Post 3" x 5-1/4" 9,860 Ibs n/a 83.5% Unspecified BC CALC®, BC FRAMER®, AJST^^, Notes ALUOISTS, BC RIM BOARD-, BCI®, BOISE GLULAMT^^ SIMPLE FRAMING Design meets Code minimum (L/240) Total load deflection criteria. SYSTEMS, VERSA-LAMS, VERSA-RIM Design meets Code minimum (0360) Live load deflection criteria. PLUSS, VERSA-RIMS, Design meets arbitrary (1") Maximum load deflection criteria. VERSA-STRANDS, VERSA-STUDS are Fastener Manufacturer: TrussLok (tm) trademarks of Boise Cascade Wood Products L.L.C. I I Page 1 of 2 r [ Ij►)Boise Cascade Triple 1-3/4"x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\F1 \FB01 BC CALC® 3.0 Design Report - US 1 span No cantilevers 10/12 slope Tuesday, November 27, 2012 Build 517 File Name: Stowell Residence Calcs Job Name: Stowell Residence Description: F1\FB01 Address: Specifier: Plan City, State, Zip:, MN Designer: Anthony Estevez Customer: Lampert Yards Company: Boise Cascade Code reports: ESR-1040 Misc: EWP Members Connection Diagram Disclosure b d ~.1 Completeness and accuracy of input must be verified by anyone who would rely on a ( output as evidence of suitability for • • • particular application. Output here based C on building code-accepted design properties and analysis methods. • ° • Installation of BOISE engineered wood products must be in accordance with a current Installation Guide and applicable building codes. To obtain Installation Guide a minimum = 2" C = 7-7/8" or ask questions, please call (800)232-0788 before installation. b minimum = 4" d = 24" e minimum= 1" BC CALCO, BC FRAMER®, AJSTMALL JOISTO , BC RIM BOARD-, BCIQ, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAMTM SIMPLE FRAMING All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEM, VERSA LAM®, VERSA RIM PLUS, VERSA-RIM, Member has no side loads. VERSA-STRAND, VERSA-STUD® are Connectors are: FMTSL005 trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 Page 1 of 2 T*PA IT ?47 ~o 4~ r S Boise Cascade Triple 1-3/4"x 11-7/8" VERSA-LAMS 2.0 3100 SP Floor Beam\F1\FB01a BC CALCO 3.0 Design Report - US 1 span No cantilevers 10/12 slope Tuesday, November 27, 2012 Build 517 File Name: Stowell Residence Calcs Job Name: Stowell Residence Description: F1\FB01a Address: Specifier: Plan City, State, Zip:, MN Designer: Anthony Estevez Customer: Lampert Yards Company: Boise Cascade Code reports: ESR-1040 Mise: EWP Members 1 12-06-00 B0, 3" B1, 3" LL 6,349 Ibs LL 6,349 Ibs DL 2,986 lbs DL 2,986 lbs SL 1,589 Ibs SL 1,589 Ibs Total Horizontal Product Length = 12-06-00 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 FLOOR 1 Unf. Area (psf) L 00-00-00 12-06-00 40 10 11-00-00 2 Reaction from Designs\F2\F... Conc. Pt. (Ibs) L 00-10-08 00-10-08 2,286 1,371 995 n/a 3 Reaction from Designs\F2\F... Conc. Pt. (Ibs) L 06-03-00 06-03-00 2,626 1,636 1,188 n/a 4 Reaction from Designs\F2\F... Conc. Pt. (Ibs) L 11-07-08 11-07-08 2,286 1,371 995 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 30,022 ft-Ibs 81.8% 115% 13 1 - Internal Completeness and accuracy of input must End Shear 8,507 Ibs 62.4% 115% 2 1 - Left be verified by anyone who would rely on Total Load Defl. U295 (0.493") 81.4% 2 1 output as evidence of suitability for Live Load Defl. U404 particular application. Output here based (0.36") 89.0% 2 1 on building code-accepted design Max Defl. 0.493" 49.3% 2 1 properties and analysis methods. Span / Depth 12.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with °k Allow % Allow current Installation Guide and applicable Bearing Supports Dim. (L x W) Value Support Member Material building codes. To obtain Installation Guide BO Post 3" x 5-1/4" 10,924 Ibs n/a 92.5% ask questions, please call Unspecified (800)232-0788 before installation. B1 Post 3" x 5-1/4" 10,924 Ibs n/a 92.5% Unspecified BC CALCS, BC FRAMER®, AJST"", ALUOISTO, BC RIM BOARD- BCI®, Notes BOISE GLULAM-, SIMPLE FRAMING Design meets Code minimum (U240) Total load deflection criteria. SYSTEMS, VERSA-LAMS, VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUSS, VERSA-RIMS, Design meets arbitrary (1 Maximum load deflection criteria. VERSA-STRANDS, VERSA-STUDS are Fastener Manufacturer: TrussLok (tm) trademarks of Boise Cascade Wood Products Q.L.C. Page 1 of 2 M e r ®Boise Cascade Triple 1-3/4"x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\F1\FB01 a BC CALC® 3.0 Design Report - US 1 span No cantilevers 10/12 slope Tuesday, November 27, 2012 Build 517 File Name: Stowell Residence Calcs Job Name: Stowell Residence Description: F1\FB01a Address: Specifier: Plan City, State, Zip:, MN Designer: Anthony Estevez Customer: Lampert Yards Company: Boise Cascade Code reports: ESR-1040 Misc: EWP Members Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • particular application. Output here based on building code-accepted design properties and analysis methods. • • • installation of BOISE engineered wood products must be in accordance with e current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call a minimum = 2" C = 7-7/8" (800)232-0788 before installation. b minimum = 4" d = 24" e minimum = 1" BC CALCO, BC FRAMERO, AJS- ALUCIST8, BC RIM BOARD, BCI8, Connection design assumes point load is 'top-loaded'. For connection design of 'side-loaded' BOISE GLULAM rm SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. PLU VERSA-LAM®, VERSA-RIM US@,, VERSA- RIMS, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. VERSA-STRAND, VERSA-STUD® are All TrussLok screws may be installed from one side of multiply Versa-Lam beams. trademarks of Boise Cascade Wood Member has no side loads. Products L.L.C. Concentrated loads are not considered in side load analysis. Connectors are: FMTSL005 I I Page 2 of 2 sr`rc1VED Jeffrey Wheeler JAN 0 9 2013 From: Nick Hanson [nick@hansongroupmn.com] Sent: Tuesday, January 08, 2013 6:25 PM To: Jeffrey Wheeler; robmueller725@comcast.net; Rick Merrick Subject: Framing Comments Jeff, Here are my instructions based on conversations and pictures with Mueller Homes. If any of the information below is inaccurate please let me know. If there are any further questions please feel free to call. For the (3) 2x6 LVL king studs at the entry location in question that is reportedly not spliced at the middle only at the top opening location-strap across with an MSTC28 strap on each side of the stud-this can go over the exterior sheathing. This is a 3" wide strap so you will want to fasten it to the stud in question and the adjacent king stud. For the areas with cut or no top plates: any plate cut shall have an LSTA30 or RPS22 strap across the plate and beam on the interior and exterior across the exterior sheathing. If two plates are cut-use two of the above mentioned straps at each location to allow for continuous load path for the braced walls. If the LVL within the floor system does not have a full height king stud then the bracing of the beam to the floor trusses shall not exceed 48" on-center and additional strong backs added for any beam that does not meet this-minimum of three trusses shall be engaged. All trusses are to have strong backs installed in accordance with the manufacturers requirements. Note on Page S1 Provide USP KRPS22 or Simpson RPS22 strap tie at all top plate splices along the length of the wall" only applies to the Tall wall framing noted and the small section of the upper level wall above the garage door areas-this area is shown with a dimension string on the upper level plan and on the tall wall details. This does not apply everywhere on the house-only these areas noted. Thank you. Nick Hanson Structural Engineer The Hanson Group LLC Cell: (612) 708-3572 www.hansongroupmn.com 3407 Kilmer Lane North Suite #4 Plymouth, MN 55441 1 March 1, 2013 Jeff Wheeler Building Inspector 3830 Pilot Knob Road Eagan, MN 55122 Dear Mr. Wheeler, This letter confirms that on January 21, 2013, Forrest Construction, Inc., an independent service provider for Andersen Windows, Inc. visited the home being built at 3860 Bridgewater Dr., Eagan, MN, by Mueller Homes. Forrest Construction, Inc. installed fasteners through every hole on all four installation flanges on the Andersen® 100 Series casement and awning windows installed in the home, which is consistent with the fastener chart in the installation guide for these products. A copy of the installation guide and limited warranty is attached for your reference. Brian Moulton Territory Service Manager Andersen Corporation 877-229-2677 Ext -3053 Enclosures P% /?-,-/T /a ??G6 3860 Bridgewater Dr Inspection remarks removed from PIMS to make room for continued remarks 2/28/13 JTW 12/19/12 JTW Sheathing (shearwalls & Portal Frame) - provide approved plan onsite Portal Frame at the garage door - consult the engineer of record on the location of the splice in the sheathing (2 splices at the header) see revised engineering - complete the nail pattern as per the engineering (8d nails 3" OC in every framing member) see revised engineering - add the missing top plate at the bottom of the header and nail as per the plan (or provide alt from the engineer) DONE jtw Tall wall at the foyer - king stud and trimmer layout does not match the engineered plan (provide engineers alt) DONE jtw - add A-35 clips as per the engineered plan DONE jtw Shear walls (rear of the main floor) - does not have 12" minimum sheathed panel at each side as per the engineered plan (provide engineers alt) see revised engineering - nail the sheathing as per the engineered plan (nail pattern in both studs at each panel edge) see revised engineering - add tie down straps inside and out side as per the engineered plan DONE jtw - add hold down strap at the foundation below as per the engineered plan - fasten the bottom plate as per the engineered plan (3 16D per 16" OC) DONE jtw - repair double top plates that were cut out at the exterior walls (see R602.3.2) DONE jtw 12/21/12 JTW - revised engineering rcv'd via E-mail (see revised attached to the plan) contractor will provide a copy stamped by the engineer 12/27/12 JTW - revised engineering rcv'd via E-mail 01/07/13 Preliminary Framing (mech RI not done yet) - add lateral braces to the roof trusses as per the truss mfg spec [A-8 & A-9, B-3, C-5] DONE jtw - add fireblocking at all dropped ceilings, soffits and dead spaces - engineering calls for three king studs at the tall wall at the foyer left of the front door there are only 2 at the inside corner, there is no room to add a third. provide an alt from the engineer of record DONE jtw - provide engineers OK for using stiff backs at the floor trusses to provide lateral support where the dbl top plate was cut out to raise the header and to delete the double top plate at the beam across the opening to the Dinnette as discussed with Rick Merrick on 1/4/13 DONE jtw - install Simpson RPS22 strap at all joints in the top plates as per the engineered plans verify with the engineer that this note applies only at the tall wall or the entire house tall walls and above the garage only DONE jtw - add plates to the bottom of the header at the shearwalls as per the engineered plan engineer will provide alt - interior straps used at the shearwalls are not the ones speced on the engineered plan (Simpson MSTC28, provide install instructions from Simpson) DONE jtw *** not a full framing inspection, headers comply, have not checked sqaush blocks or the floor trusses yet *** 01/09/13 JTW revised engineering - see Email from the engineer dated 01/08/13 Add Simpson MSTC28 strap, interior & exterior at the missing kingstud on the left side of the front door DONE jtw add Simpson RPS22 strap at missing top plates (each plate) at the entry to the dinette and the raised header at the window on the North wall DONE jtw if there is not a continuous King stud at the raised header, brace the header off 3 floor trusses 48" OC add Simpson RPS22 straps at all joints in the top plate at the tall and above the garage door as indicated on the engineered plan DONE jtw Receipt# 257297 ABSTRACT FEE $46.00 Return to: CITY OF EAGAN 3830 PILOT KNOB ROAD MUNICIPAL CENTER EAGAN, MN 55122 CERTIFICATION 2932658 11 11 1 Recorded on: 2/25/2013 10:32:30AM By: DMB, Deputy Joel T. Beckman County Recorder Dakota County, MN I, Christina M. Scipioni, City Clerk of the City of Eagan, Dakota County, MN, do hereby certify that the attached document is a true and correct copy of a public record for the City of Eagan. Dated: January 15, 2013 ripe/air., Christina M. Scipioni, Cit'' Clerk NOTICE CITY OF EAGAN NOTICE IS HEREBY GIVEN that the City of Eagan, Dakota County, Minnesota, has completed the proceedings for vacation of an easement lying over and across the following described property: That part of Lot 3, Block 1, THE OAKS OF BRIDGEWATER 3rd ADDITION, according to the recorded plat thereof, Dakota County, Minnesota described as follows: Commencing at the northeast corner of said Lot 3, thence on an assumed bearing of South 05 degrees 47 minutes 47 seconds West along the easterly line of said Lot 3, a distance of 56.33 feet; thence North 84 degrees 14 minutes 13 seconds West, a distance of 30.00 feet to a line 30.00 feet westerly of and parallel with said easterly line being the point of beginning; thence South 05 degrees 47 minutes 47 seconds West, parallel with said easterly line, a distance of 19.00 feet; thence South 84 degrees 12 minutes 13 seconds West, a distance of 4.00 feet; thence North 05 degrees 47 minutes 47 seconds East, a distance of 19.00 feet; thence North 84 degrees 12 minutes 13 seconds West, a distance of 4.00 feet to the point of beginning. That said proceedings were taken and completed by the City of Eagan, Dakota County, Minnesota, on January 15, 2013; and that the description of the real estate and land affected by the vacation of said easement is contained in the Resolution vacating said easement of which a copy is attached hereto and made a part hereof and marked as Exhibit "A". DATED: January 15, 2013 (SEAL) By: Christina M. Scipioni Its: City Clerk CITY COUNCIL - CITY OF EAGAN By: Mike Maguire Its: Mayor EXHIBIT A RESOLUTION CITY OF EAGAN WHEREAS, a regular meeting of the City Council of the City of Eagan, Dakota County, Minnesota, was held on the 15th day of January, 2013, at 6:30 p.m. at the City Hall located at 3830 Pilot Knob Road, Eagan, Minnesota; all members being present; and WHEREAS, pursuant to M.S.A. §412.851, the Mayor convened the public hearing to consider the proposed vacation of drainage and utility easements lying over and across the following described real property in the City of Eagan, County of Dakota, State of Minnesota, described as follows: That part of Lot 3, Block 1, THE OAKS OF BRIDGEWATER 3`d ADDITION, according to the recorded plat thereof, Dakota County, Minnesota described as follows: Commencing at the northeast corner of said Lot 3, thence on an assumed bearing of South 05 degrees 47 minutes 47 seconds West along the easterly line of said Lot 3, a distance of 56.33 feet; thence North 84 degrees 14 minutes 13 seconds West, a distance of 30.00 feet to a line 30.00 feet westerly of and parallel with said easterly line being the point of beginning; thence South 05 degrees 47 minutes 47 seconds West, parallel with said easterly line, a distance of 19.00 feet; thence South 84 degrees 12 minutes 13 seconds West, a distance of 4.00 feet; thence North 05 degrees 47 minutes 47 seconds East, a distance of 19.00 feet; thence North 84 degrees 12 minutes 13 seconds West, a distance of 4.00 feet to the point of beginning. WHEREAS, the Council at a regular meeting on the 18th day of December, 2012, accepted a petition to vacate said drainage and utility easements pursuant to a petition and scheduled a public hearing on the vacation for the 15th day of January, 2013, at 6:30 p.m. at the City Hall; and WHEREAS, an Affidavit of Publication of Notice of Hearing in the Sun Thisweek newspaper, dated December 28, 2012, and January 4, 2013, relative to the proposed vacation was submitted; and WHEREAS, there appearing no objections to said vacation and the Council desiring to vacate said drainage and utility easements; and WHEREAS, it having been determined that other than petitioner, there are no other parties, including public utility companies, having an interest in said drainage and utility easements, and it appearing that it is in the public interest to vacate such easement, and there being no objections; NOW THEREFORE, upon motion by Councilmember Fields, seconded by Councilmember Tilley, it was RESOLVED that the drainage and utility easements lying over and across the following described property are hereby vacated: That part of Lot 3, Block 1, THE OAKS OF BRIDGEWATER 3`d ADDITION, according to the recorded plat thereof, Dakota County, Minnesota described as follows: Commencing at the northeast corner of said Lot 3, thence on an assumed bearing of South 05 degrees 47 minutes 47 seconds West along the easterly line of said Lot 3, a distance of 56.33 feet; thence North 84 degrees 14 minutes 13 seconds West, a distance of 30.00 feet to a line 30.00 feet westerly of and parallel with said easterly line being the point of beginning; thence South 05 degrees 47 minutes 47 seconds West, parallel with said easterly line, a distance of 19.00 feet; thence South 84 degrees 12 minutes 13 seconds West, a distance of 4.00 feet; thence North 05 degrees 47 minutes 47 seconds East, a distance of 19.00 feet; thence North 84 degrees 12 minutes 13 seconds West, a distance of 4.00 feet to the point of beginning. Dated: January 15, 2013 ATTEST: CITY COUNCIL - CITY OF EAGAN 41,40-404-0 By: Christina M. Sci coni Its: City Clerk THIS INSTRUMENT WAS DRAFTED BY: Engineering Division Public Works Department City of Eagan 3830 Pilot Knob Road Eagan MN 55122 (651) 675-5646 II: Mike Magui'e Its: Mayor I / 1 h C� t.5'//' / __ NE CORNER 'Th 1 \ \ LO ( L at\ 1 30 n 1 ` ▪ jig 1 I 11 I. n c- 1 I I .� \J 1 1 1 I n 1 \I 30.00 N I 1-' N. Ir l L I 505°47 47 W Iol`�, ---- J 1 !1-2,-:„ �q I P ri l 1 Fes• o a m '�° w eI OU l▪ ,j - I- _ I zIW w1 1 Ac pw 1 " ; I 1-- ,m i O 1 aI I 1 I C) of- I Fs I - W z =a CO lAi 1 0 O. w51 �� �- W 0 L 0 W I ay 0 o I w ;'��\`�—\J X30 0 I s,.3.—...._49,1„E—__ / f_ L) PROPOSED LEGAL DESCRIPTION FOR VACATING A PORTION OF 01 86.411/\ ^.'._. 1� T l.- I \ DRAINAGE AND UTILITY EASEMENT ‘?-1f= 1 rt; That part of Lot 3, Block 1, THE OAKS OF BRIDGEWATER n (' L 1 3RD ADDITION, according to the recorded plat thereof, LT /5 II \7 I 30 Dakota County, Minnesota described as follows: �� 1 \ SL 1 Commencing at the northeast corner of said Lot 3, thence � 1 on an assumed bearing of South 05 degrees 47 minutes 47 \ I \`,,,,t- S\ seconds West along the easterly line of said Lot 3, o Nye SBq)� I distance of 56.33 feet; thence North 84 degrees 14 4+ 1 minutes 13 seconds West, a distance of 30.00 feet to a 30 line 30.00 feet westerly of and parallel with said easterly line being the point of beginning; thence South 05 degrees 47 minutes 47 seconds West, parallel with said easterly line, o distance of 19.00 feet; thence South 84 degrees 12 9 minutes 13 seconds West, a distance of 4.00 feet; thence �' - _ North 05 degrees 47 minutes 47 seconds East, a distance \\ / - / of 19.00 feet; thence North 84 degrees 12 minutes 13 , no / seconds West, a distance of 4.00 feet to the point of u ` j (1 1 beginning. O \` l T I 1 V st, LT 1 f�eMFHT R mie. ry r.„ , ti 1 \ !J 30 15 0 30 Scale in Feet \FJ• rn. � ♦ py i ♦ 6g WETLAND no n 1 * THIS SKETCH DOES NOT PURPORT TO SHOW THE EXISTENCE OR NONEXISTENCE OF ANY ENCROACHMENTS FROM OR ONTO THE HEREON DESCRIBED LAND, EASEMENTS OF RECORD OR UNRECORDED EASEMENTS WHICH AFFECT SAID LAND OR ANY IMPROVEMENTS TO SAID LAND. WE HEREBY CERTIFY TO MUELLER HOMES, INC. THAT THIS SURVEY, PLAN OR REPORT WAS PREPARED BY ME, OR UNDER MY DIRECT SUPERVISION, AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA, DATED THIS 15TH DAY OF NOVEMBER, 2012. SIGNED: FPI,IdNEEJ2 /ENGINEERING, P.A. BY: Peter J. Hawkinson, Professional Land Surveyor Minnesota License No. 42299 email-phowkinson@pioneereng.com ,CD CD Description Sketch for: MUELLER HOMES, INC © 2008 Pioneer Engineering City of Ekon Address: 3860 Bridgewater Dr Zip: 55123 Permit #: 107766 The following items were / were not completed at the Final Inspection on: Final grade - 6" from siding Permanent steps — Garage Permanent steps — Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage c.41 it/f- tel! 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 before freeze potential exists. • Call the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: -e _ G:\Building Inspections\FORMS\Checklists PERMIT City of Eagan Permit Type:Building Permit Number:EA167542 Date Issued:03/19/2021 Permit Category:ePermit Site Address: 3860 Bridgewater Dr Lot:3 Block: 1 Addition: The Oaks Of Bridgewater 3rd PID:10-75837-01-030 Use: Description: Sub Type:Reroof Work Type:Replace Description:Does not include skylight(s) Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. We encourage you to retain an electronic copy of photos until the project passes a final inspection. *Roof permits issued between December and March will be inspected in the spring or when weather warms up. Valuation: 5,000.00 Fee Summary:BL - Base Fee $5K $118.00 0801.4085 Surcharge - Based on Valuation $5K $2.50 9001.2195 $120.50 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - E Y Revocable Trust Lee % Eun L Stowell 3860 Bridgewater Dr Eagan MN 55123 (612) 219-7679 Advantage Construction Inc 18750 Buchanan St NE Wyoming MN 55011 (763) 354-8441 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA177413 Date Issued:06/30/2022 Permit Category:ePermit Site Address: 3860 Bridgewater Dr Lot:3 Block: 1 Addition: The Oaks Of Bridgewater 3rd PID:10-75837-01-030 Use: Description: Sub Type:Water Heater Work Type:Replace Description:Standard Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Building Code). Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:PL - Permit Fee (WS &/or WH)$59.00 0801.4087 Surcharge-Fixed $1.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - E Y Revocable Trust Lee % Eun L Stowell 3860 Bridgewater Dr Eagan MN 55123 Pro Master Plumbing Inc 9077 Jane Rd N Lake Elmo MN 55042 (651) 337-1738 Applicant/Permitee: Signature Issued By: Signature