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3862 Bridgewater Dr CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21 -199, Eagan, MN 55121 ' ' PHONE: 454-8100 BUILDING P.ERMIT Receipt # To be used for U) i- i p YG"e Est. Value ?%b; p(N? Date AE1C 14 1gs ! Site Address VA2 UIf)GEitAIIZ-IHL Lot Bl k S / "?8 tf?' ?g Q OFFICE USE ONLY oc ec Sub. . Parcei No. BRYDMA?n IND Occupancy i'-3 X-1 FEFS Zoning --k-- I W Name ' .kj'v:`_ }L [, (Actual) Const ?N Bld Permit 5-1 "Z • u{i g. , 3 Address 82C, WE•5C(-TT FtD (Allowable) 3 0 Surcharge 8. U0 CitY EAC'Ar'' PhOn2 454-6207 # of Stones I Pl n Re ie 345.00 Len ih a v w o Name C?+• '?p.':i (.??=?i3 ('iO Depth SAC CIt z IJ ' y , 0 l%0lAUal.c. Yif; Address ;$OZ ;, S.F.Total - City 16W t1$Uk : Phone 711r-12 53 S F. Footpnnis - SAC,MCWCC ? On Ste Sewage _ Water Conn ? W W W ?- m On Sile Well - Water Meter ?5 L S MWCC Sys tem W Phone GIy Water _ Actt. Deposit PRV Aequired _ S/W Permit I hereby acknowlege that I have read this application and state that the i f Booster Pump - SfW Surcharge n ormation is correcl and agree to comply with all applicable State oi Minnesota Statutes and City ol Eagan Ordinances. Signature of Permitee +1:. " AVPROVALS Treaiment Pi Road Und I A Building Permit is issued to: Ct"LES CUDD GG Planner - on the express condition thal all work shall be done in accordance with all Councii Park Ded. applicable Siete of Minnesota Statutes and Cdy ot Eagan Ordinances. Bldg. Off. _ Copies Building OttiCial Variance - TOTAL i Permit No. Permit Holder Date Telephone # WATER SEWER PLUMBING H.V.A.C. EIECTRIC (QCP?c? 'k, Inspection Date Insp. Comments Foolmgs I Founda[ion Frammg Roofing Rough Plbg /?•`?? ,(,) ? Rough Htg. 7?_ ? Isul. Flreplace Final Htg. Orstal Test Final Plbg. Plbg. Inspector - Notify Plumber Consl. Meter Engr./Plan Bldg. Final j_91 S ?-,« r- r 6 c ?? Dedc Ftg. Deck Final Well Pr. Oisp. SEWER & WATER PERMIT CITY OF EAGAN 3830 Pilot Knob Rd. Eagan, MN 55122-1897 DATE OFFICE USE ONLY METER # ? 0 PERMIT DATE CHIP # ? PERMIT # • • ' ?` METER SIZE jel') u? B.P. RECEIPT # C 15 7` 1 ISSUE DATE B.P. RECEIPT DATE 't%- _ PRV _ BOOSTER PUMP SITE ADDRESS '.'i 'ATFR Df2 LOT __BLOCK SECrSUB ''tiE OAKS CF • TE i APPLICANT: ADDRESS:_ CITY, STATE PHONE: ZIP PLUMBER: ?UI?Aft PLI3\itDThG CQ ADDRESS: 6087 46TH S'T' ?P ?' ?'• ?.I :'= ?i' i ' ^ t3 CITY, STATE ZIP PHONE: OWNER: PERMIT REQUESTED ?• SEWER - COMM.'IND NEW WATER - TAPS ? RESIDENTIAL EXISTING Lawn Sprinkler Meters are to be Installed Ahead of Domestic Meters on Water Line. Credit WILL NOT be given for Deduct Meters. 1 AGREE TO COMPLY WITH CITY OF EAGAN RDINANCES ADDRESS: '1862 BR.IDuL• wATLR DR D??• CITY?,j`? TATE • ' "`i ZIP - vL PHOflE: _ SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. SEiNER 9 WATER PERMIT CITY OF EAGAN 3830 Pilot Knob Rd. Eagan, MN 55122-1897 DATE METER # - CHIP # - M[TER SIZE ISSUE DATE SITE ADDRESS ? ?- ?? -- nTER DR LOT ` BLOCK SECrSUB ?iL= OAK-S ('r BRI:'i •- APPLICANT: ADDRESS: _ CITY, STATE PHONE: ZIP PLUMBER: pC 1 BItvC, ADDRESS: 60t T i; CITY, STATE ZIP PHONE: _ OWNER: GFl;1CK HALT. ADDRESS: .1$62 gRIAGEWATES l.:R Zip 5;?' ? CITY, STATE EAGAr? ff PHONE: 454-h: , OFFICE USE ONLY PERMIT DATE ' PERMIT # I {3j2 B.P. RECEIPT # B.P. RECEIPT DATE - PRV _- BOOSTER PUMP x SEWER COMM- IND NEW PERMIT REQUESTED WATER TAPS ` RESIDENTIAL EXISTING Lawn Sprinkler Meters are to be Installed Ahead of Domestic Meters on Water Line. Credit WILL NOT be given for Deduct Meters. I AGREE TO COMPLY WITH CITY OF EAGAN ORDINANCES SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. CITY OF EAGAN NQi 1 92 1 2 3830 Pilot Knob Rosd, P.O. Box 27-199, Eagan, MN 551 7 PHONE: 454-8100 BUIIDING P?RMIT Receipt # 14 6, To6eusedtor ADDITION Est.Value $76,000 Date 1AUG 14 .. i[-fll Site Address 3862 BRIDGEWATER DR Lat ll glock 3SeGSub. THE OAKS OF Parcel No. BRIDGEWATER 2ND 11 w Name CHUCK HALL Address $20 WESCOTT RD o City EAGAN Phone 454-6207 CHARLES CUDD CO I ?$IName aaAddress 1802 WOODDALE DR ? City WO ODSURY Phone 731-3153 Ww Name ? ; Address aW City Phone I hereby acknowlege that I have read this applica'on and stata that the infortnalion is correc[ and-49ree to comply with li-appf a61e Stale of Minnesota Statules an?-City ol Eagan Ordin SignaWre of Permitee A euitding Permit is issued lo: CHARLES CUDD CO on the express condilion that all work shall be done in accordance with all applicable Stale of Minnesota StatuteJs and City?/of Eagan Ordinances. Building Official 1?1 A D1lA I m/l OFFICE USE ONLY Occupancy R- 3 M-1 Zoning R-1 (Aclual) Const V-N Bldg. Permit (Allowahl9) V-N Surcharga x ot stories Lengtn Depih S.F. Total S.F. Footprints On Sile Sewage On Site Well MWCC System ciry water PRV Required Booster Pump APPROVALS Planner Council Bidg. Off. Variance 77' 37_' FEES Plan Review SAQ City SAC,MCWCC Wa[er Conn Water Meter Acct. Deposit S/W Permit SM' SurChargB Treatment PI 532.00 38.00 345.00 Poatl Unit Park Ded. Copies rornL 935.00 ?? HOUSE NEATING TEST RECORD ADDRESS AhT._fLOQR CITY SUBURB OCCVPANI Ow?i E R ffEAi 1055 - bATE HTC. INfT. SOlO B1' ' ?LQ.?/?- I?-L9Z;YINStALLED 8Y Eloterital Mak 8f Gas Llne 8y TYPE OF HEAT CA _ FA _NM'_ STEAY _SPACE H1R. _.UNIT H?R. OTHER GAS OESICN MAKE ?e7 no P' MAKE OF SURNER_ IAed:l MeMI IUT - 7S,oab 6769 7?? N MAKE OF FUR ACE CONTROIS TNERMOSiAT Hoat Plug Vonf Sit• Val,* o „ wn ?g9Q0 M 7? IN0 OF LINER S12E NONE ? LI?+Ir _ ?6e MehHeed Rpulsrer Llrwil $oMlna ? $Oo FIIIN• SIN NuT6or 0 EV ? Fan LHin1 . QI?wMy Lseellsn In?id6 ? Oy1/Id* •? - nii,t t,w t t P? . '?'^0"'1^ GnN.vetlen Ohliw" ClwrS` ''?13 y - Pllse Ms4s / Pils, Medd Smeb 13sw6 M'Hlnt PU.e tiwiwg aelr t.u Te?_? ? L.W. Cuf oll Deo. vr...v. LIgA11ng In.o. a? Preuar. ?.S fAfC Pve.nl CO DsN 1esNd 7]? ? Iroul CfH .. Pegnt O? ?°? ' 4?.w? T••nng Srec4 To.?o. 2-S DOG Pwe.nl CO - 0•'90-26 Nenw of Torew u? HOIJSE ING TEST RECORD ADORESS 3862 pn APT._FIOCR CItY SUBURB OCCUPAN/ ON'1IER lIFAT LOSS OAtE HTG. IN?T. SOLD BY K? ??'LC INSTALLED BY ?f??Y-' k?.Lf,"? c Eleetiieel Mw4Bf /' Ce? Lln• 9? 1?t'J1ad?"?? '.? tYPE OF NEAT GA _ FA 1t __ STEAY _SPAGE NTR. __UN17 HTA. _OTHER 6A5 OESICM COHVERStON pAKE ?K-u> YC AU1KE OF SURNER MeG.I C-2.0 -! ( 6MMI 11 S?.lel ?gq< 9-7 g?ifi' Mew. BTU RatIM . INCUT rOO.GYJG fQ71? MAKE Of FURNACE WI•1 CONTROLS THERMOSTAT OD Hoat pi w y."t 5ite 7 K VsWo 5" [46J KINbOFLINER SILE?NONE Ll_ir - -fwMfYi! 4-f g0- 30 Drah Ne?d ??? Rpulenr UmH S.ntev Iro p: Fllr«. Slu I6NZ? u??,?[, Fen S?NIn? g0 ChIniMf Lseallen InNd??yOW?id? vii,r Tye. - Chim"y Gnswunlew PIIs1 Ma4e ` - --- Pila IAedd 3.e4. Benib Pller Tie.lw? - r e? C deN L.W. Cw Ofl 0.W Pn.we Mleln? ? T.¦r Tq?? LIgh/1oog InN. r???u?• 3+ i?ll P KI?. Pereeef CO2 ? DeN TeHed ?L Iroul CFNP«e•nr O' ? Csiw?enr TesNng c- Snek Torep. IN= Pwetnt CO ????+ Nawm, d Toetw HOUSE NEATING TEST RECORD Anoness 3$6 2 I?rm.?i? L.ra,/` ()n •or ci nna e-inr sunuoa pCCVPANI OWHER NFAT LOSS DATE NTC. INfT. SOLb Ry K.11.e..vw, J4;{QINSTALLED bY ;rP??p- ?? ?? ? EIoeh7tal Nwk Bt ('iat Lino 9y tYPE OF HEAY GA _ FA _Hw_ STEAM _SPACE NTR. _UNIT M?R. OiHER GAS oESICN CONVERSION MAKE IUKE OP SURNER Z •I AIeMI 1sl 7 1 M... BTU Reriwg IHPUT _ 5;?ob[9 13ILI. MAKE OF fURNACE NeJ•1 CONTROlS ?HERMOSTAi ?.?$io D H•e1 Plu? V•ne Sit• Vslro nONe7/LvGU VA2av M 7603 KIHb OF LINER SIZE NOHE Li,n _ Oreh Need t+ ? - RlsVIaMI lfinil S4Miq. Fll/w, Slu uuwjwr Fan S*Mtng ? OOmnoy Lseeelae Indde ?lk OWddo Pilot Qlin"y CenMrvNlen ic '?CA Pilot WM• Pilot IbdA STeL* Bemb Wlrint ? Pilot TinMg d.lf t•se Telf L.M. Cuf O(1 Osor Pr*.sv. LIgAeIng InN. Proown u v..c..,tcod v.N r..t.e 6-26 -;} z Iroug CfH -75? Pwe?n? O; 7? G?.w* T•onnt ?A"I? x« SncL Towp. ??O° Pwe?n? CO a' Nswe *f Testw ? • HOUSE FIEATING TEST RECORD S $gz ADORESS AVT._f IOCR CI1Y- SU9UR8 pfCU0AN/ OM'NER fIFAT 1055 DATE HTG. INfT SOLO RY ??S? INSTALLED BY " u]?F r? ?- Eloenital Msr4 B? Gat Llno By +o f'1CS?YL l _ - - K-1.1J TYnE OF NEAT GA _ FA _9{,yN __ STEAM __SPACE HTR, _ .UNIT HTII. -OTNER CAS OESICN I CONVERSION _? uAKE ?- ('.(o ve MAKE OF SURNER Ms1•1 MsAeI S«iel re2j 1-6 ? Mar. BTtI RslIM IMPUT ? • ?? -' MAKE OF fURNACE W /•I CONTROLS ?j THERMOSi T 0 Hoet PIu Venl Slt• ? Vsl's loc? S?u.+ '7160 KIND OF LINFp_ tA?+f-tJ?? S17E 16NONE - 30 LI..1t 1= 120 Onh Nsad ? Rpvleror limit SoNinp Flhwe. SI?? ?X Munibar Fan SoNin ? t_ ?g Odm"y LeasHen Inside Go`- Owdd* PiIsi TYo. 'Sfark-+Z> S? ' al?nn?r Cen.hudlen PIle1 IASM• ? ? Pils/ Medd Smeko Benib M Irlnt Pilet Tlnlw,. ?-' 0.eh Too/ Too L.W. CW Oll Dsr Pre.sv lighllng (n*1. i? q Cr..sv.. D t P•.c.neCQ ? DeN To•Ied 1 ? / __qZ ? IroW CfH ? Pwe•nf 0 CemMny T•oNng SwcL 1aTp. 2-?pweenl CO G Nawa d Tos/w 0 ? 09 cal Request Dale ?i 3 Fire No. ougli-ln Insp n Re I ed Inspectlon Other Than Rough-In (VOU mus' call inspector en reaEy) ? Ready Now Will Notily Inspecror '! r l ? Yes ? N. Date ReaO I'Klicensed contractor ? owner hereby request inspection of above electrical work at: Job Atltlress (Slreet, Box or Route No.) Ciy 386 z.3/Lf6-E wR iE7?- OR ? 696irAJ Sedion No. Township Name or No. Range No. Counry DA'KOfW Occupam (PPINT) CFFwa- 0RLL Phone No. 415-y- 62-07 Pawer Supplier Atltlress Elechical ConVaclor (COm pany N ma) a nlra ctofs License No. Co ? ?. - ? W7'f?IVfl.. y C?+C`.`IQ /a'IC . pu C ? n Q ? 2- Mailing AOtlress (Contreclor or Owner Making Int.llation) u,eccE .SS3?F7 Authorizetl Si naWre (COn[racroriOVmer Making Inslalla?ion) 4 . 9Z/?l.,111? PM1One Number 937-6/ S?G MINNESOT STATE BOARU OF ELECTHICITY U THIS INSPECTION HWUEST WILL NOT Grlggs-MI ay Bldg. - Room S128 II II I I II I I II I I I I II II 9E ACCEPTED BY THE STATE BOARU 1821 Univarsity Ave., SC Paul, MN 55104 UNLESS PROPER INSPECTION FEE IS Phone (612) 662-0800 ENCLOSED. - - REQUEST FOR ELECTRICAL INSPECTION e-/o?oooi-os ? See instmcfions for completing Ihis lorm on back of yellow copy. ??B p(?? 191p3 X" Belaw Work 0,4red by This Request Ne% Ad Re : .. Type of Buildin9 Appliances Wired Equipment Wired ? Home Range Temporary Service Du lex Water Heater Electric Heating Apt. Building Dryer Load Management Comm./Industrial Furnace Other (Specif ) Farm Air Conditioner Other (spetify) Conhac[or's Remarks: Compute lnspectian Fee Below: N Other Fee # Service Entrance Size Fes # Circuits/Feeders Fee Swimming Pool 0 to 200 Amps 0 to 100 Amps Transformers Above 200 Amps A6ove 100 _Amps $1 f15 Inspector's Use Onty: TOTAL Irrigation Booms 5?1 S/? ?/ Special Inspection Alarm/COmmunication THIS INSTALLATION MAY B CONNECTED IF NOT Other Fee ' COMPLETED WITNIN 18 MO HS. I, the Electncal Inspector, hereby ti th t th b i i Rough-in _ Oate C/?? ? d ty cer a e a ove nspect on has been made. . F?nei . oaie OFFICE USE ONLY This request vd0 18 monlh5 imm //?/B/ 9/ n? ? 37s o p 6 612 71 3? Fequesl Date Fire No`. R' M1 m Inspecti iretl? u ? Ready Now?Will Nolity Inspec?or When Reatly? , Yes No I?licensed contractor ] owner hereby request inspection of above electrical work at Jab Atltlress ISIreeL Box or PoNe No.) r1'd u,C4tr bv'tire City Ea ear Seaion No. Townsnip Name or No. ?--- Ranqe No. - Counry Da G o Occupanl iPRWT) ? PC 4Y I Phone No. PowerSupplier Addres YN'?i ? SSOJ-? c?o?Cr ? Pc?-. 300 - zot' ect rs Electn<al Convacm iGOmpeny Namen Conireclor's License No. E(ecj.C- h. Co. 3 q l-2 Mailina Aoaress ICO(irdctOr OrOwner Making Inslalldlionl ?? 16_7 S I?/I ?? I rv 2 Autnorrzec S:gna ure (Gommaon0 L{ne? Makiny In Tailation? - _le v? e o ? kk-) _ Pnone Number -Z$ 3 MINNESOTA STATE BDARD OF ELECTRICITV THIS INSPECTION RWUEST WIW NOT Griggs-Miaway BIAg. - Roam 5-113 ?1-? ^ O? BE ACCEPTEO BY THE STATE BOARD . 1921. Universlly Ave.. SL Peul. MN 5510< UNLESS PROPER INSPECTiON FEE IS •+ Phane(612)fiC3-0B00 Eac?c' VI ENGLOSED. REQUEST FOR ELECTRICAL lNSPECTION ? See Instmctions lor completing Ihis brrn on oack of yellow copy. I RFj 1`J 7 "X" Below Work Covered by This Request EB-00001-08 7 So ewi .GdAlli leF, j TypaotBuilding AppllencesWlred Equ7pmentWired ? ? HOme Range TemporaryService ? Duplez Wa?er Heater Electric Heating ? Apt. Building Dryer Othar (Specify) Comm./Industrial Furnace Farm Air Conditioner Other(syecify) Conlraclo(a Remarks. Compute Inspection Fee Below: Gil Hd? 1 I 1? N Other Fee # Service Enirance Size Fee # Circuits/Feeders Fee Swimming Paol 0[0 200 Amps 0 to 100 Amps (,pp Transformers Above200 00 Amps La,pQ A6ove10D_Amps I Signs inspecror's Use Only: . TOTAL F Irrigation Booms o Q Special Inspection ? Alarm/Communication THIS INSTAIIATION MAY 8 RED DISCONNECTED IF NOT I Other Fee COMPLETED WITHIN 16 MONT I, the Electrical Inspector, hereby Ro°9n'° oa1e ? certify ihat the above inspection has been made. F;nai oare OFFICE USE ONLV ? TM1is raqves vaitl 18 momhs fiom 5 ?'> OFFICE IISE ONLY This request void 18 monlhs from wlidafiog d/ak/ p/rjn n this bm?. ?? ?I?oi `Y' 1111111111111111111111111111111111111111111111 IIIII,111i/../?.? C? ? ?p * 0 4 5 5 5 5 L 2 ? O NT O * PE LEA PRI R Requezt Doie Rough-in inspeciion requrted2 ? Y. ? N. Inspe tion qher TMn RoogMn: ReoAy N. 0 WIII Coli s L? ?l'ou musr wll the inspxior when ready) Dare keady: I,'9?licensed contmdor ? owner hereby request inspection oF the above elecirical work at: Jab Address (Si.cel, Box, or Rau2 NoJ Ciy Zip Code 3 62 13rYQ6r1A),AVrV- OIL - C)::l-brtny Sxfion No. iownship Name or IM. Range No. fire No. Caunry Os.pont (,4(,lGL- I.AlkLL Phone Na. , Powtt Supplier Addreu Ektlriml Convacbr (Canpany Name) Conkodar Lkmu No. fMsler lic. No. (Plam Elacl. Only) ?11FtiG t'YS- L-L"t'G iG N, GA Gz4L hbiG?g Address (Cm?nmor or Ow?r P,,rfo.m;?g Inaal fion) !S 3 S? ?ri?? c.i?. Epr?! P?t2l? MA? 53`3 `I Aulhon nature ?Gonnacror or P forming InsMllalion) Ph C? l 27 37 6, ?a ! E500001 11 8/96 STATE BO O COVY - SE LRIONS ON 6I1CK OF YELLOW COFY 455-5 55 1 ? REQUEST FOR ELECTRICAL INSPECTION ?T Minnesota State Board of Electriciry 1821 UniversiTy Ave., Rm. 5-128, St. Paul, MN 55704 Phone (612) 642-0800 Home Du lex A f. Bldg. Other: ? New Addn Commercial Industrial Farm Remod ? Re ir Air Cond. Htg. Equip. Water Htr. Load Mgml. Other Dryer Range Elec. Heat Temp. Service "X" obove the work covered by this request. Enter remarks in Ihis space and on the back of fhe whife copy only. W i99 nl ? r?'p44r,?M.E7?1 i 10 OGL NcAI-C - ? Cakulale Inspeclion Fee - This Inspedion Requesf will nof be accepted wirhouf fhe rorred fee: Other Fee il Service Entrance Size Fee # Cirwifs/Feeders Fee Mobile Home Park Sloll 0 l0 2D0 Amps 0 b 1 DO Amps Sheet Ltg./Traffic Sig. Above 20Amps Above 100-Amps Tmnskrmer/Genemtor INSPECTOR'S USE ONLV TOTAL Sign/Oudine Ltg. Xfmr. ??, .5 u Alorm/Remole Control Swimming Pool I hereb cerii 11? 16 I InsNllanon deuri6ed herein on the dales sMRd Irriya})an Boom RwgMn Daie Speciallnspecfion Investigative Fee Fina? o?re ?f THIS INSTALLATION MAY BE OR RED ISC NNECTED IFA COMPLETED WITHIN S O HS. CITY USE ONLY PERMIT #: h t? ?I S? RECEIPT DATE: 2002 RMID$NTIAL MECHi4RICAL PEiiMIT APPLICATION crrY or Ensnx 3830 Pnor tcxos ftn EwsaA Mx ssi Es 651-6$1-4675 Please complete for: ? single family dwellings townhomes and condos when pertnits are required for each unit Date: i 1I? I Q z.. SITE ADDRESS: OW NER NAME: LLN'je+K HAol TELEPHONE #: 6 S I 9 -4 077 INSTALLER NAME: TELEPHONE 11 wens o ' , • 930 East 80th Street STREETADDRESS: Bloom111Q4911, AAN-55d91711_1d.Q9 952-854-5800 CITY: STATE: ZIP: Place a check mark next to the permit work type f Add-on, modification or alteration to existinq dwelling unit $ 30.00 • furnace replacement • air exchanger • air conditioner • other Nature of work: L 1 N ? _ I State Surchar e $ .50 rotal $ 30. S C3 "Dw SIGNATURE OF PERMITTEE 1102 CITY USE ONLY PERMIT #: RECEIPT DATE: APPROVED BY: , INSPECTOR 2002 COMMERCIAI. MECELkN1CALI. PEitMiT lEPPLiCAT10N CITY Og EksAN 3$30 PILOT KNOB iiD EAsAN,1H1v 55122 ? 651-681-4675 ? Please complete r: all commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit D.aTE: Z SITEADDRESS: 3 D ' OWNER NAME: V H P I. PHONE #: ? S(-.454 30 77 TENANT NAME (IMPROVEMtANTZO NLY): WAS THERE A PREVIOUS T HIS SPACE? N. NAME: INSTALLER lJW2f1S l:Ot11 nI93, 1 C. s'rttEET nDDREss: 930 East 80th tree oomington, M 20-1499 cI'rY: 952-854-5800 STATE: ZIP: TELEPHONE # WORK T'YPE: New construc on Install U.G. Tank _ Interior Impr vement _ Remove U.G. Tank _ Processed P ing Specify Nature of Work:_r When installing/removing un Plumbing inspector. Fees: 1% of conhact price OR Underground tank remo) Contract price: State surchazge TOTAL tank, call 651-681-467? far inspection by Fire Marshal and 00 minimum fee, whichever is greater. installation = minimum fee 1%= $ (Base Fee) 2.50 calculate at $.\fmca ,0 00 Base Fee ? 52.50 PERMITTEE Updated 1/02 1991 BIIILDING PERMIT APPLICATZON CITY OF EAGAN SINGLE FAMILY DWELLINGS HUI.TIPLE DWEIS.ZNGS CO1sMERCZAL 2 SETS OF PIANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PIANS 1 SET OF ENER6Y CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCUTATIONS 1 SET OF ENERGY CALCS _# OF RENTAL UNITS a# OF FOR SALE UNITS PENALTY AYPLIES iTHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY IAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. IAT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER HUST DESIGNATE WHZCH ADDRESS IS DESIRED. NO CHANGES WILL SE ALIAWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER 6 WATER PERMITS IS TWO DAYS ONCE A P '? ?f • PERMIT MUST SHOW A LICENSED PLUMBER. ? To Be Used For: 41=1-110IV Valuation: 7-4?oBBd Date: Site Address OFFICE,USE 0 a•-r??° ' . .. . . . . . . ? , ?'nr ?.,s+ . Lot ?. Block FEES ? n Occupancy `< Zoning Parcel/Sub ?H?r?ADliNa,r ?oJL ?/'Ar Actual Const Y-N Bldg. Permit ,532^•??' ?}? Allowable V-N Surcharge owner ' li!'FIlGi` 14piiAi # of stories Plan Review. 34u?0? ?,? Length r7r7 ? SAC,` City Address 0ZO (N6Gjf?477`r a17 Depth 39, SAC, MWCC S.F. Total WateY Conn City/Zip Code 'BA6PAM ?J?2 3 Footprint S.F. Water Meter Acct. Deposit 77 Phone 4<04? G20 -7 On site sewage_ S/W Permit On site well S/W Surcharge Contractor GUbb MWCC System _ Treatment Pl: - City water Road Unit Address jg/J?. WOOb D13`b PRV _ Park Ded. Booster Pump _ Copies City/2ip Code kV0Ob3VA 1'NN 'J?SI?Z?7 SIIBTOTAL APPROVALS Phone `1 ?j? - t{'?aJ Planner Council Arch./Engr. ?-WlC-, Bldg. Off Variance Address City/Zip. Code 15rry-i Penalty Lot Change TOTAL ? ??v `•''? . . Phone # 73p 1 Qr? Gl?l.?s h4w Co• agrees that all work shall be done in accordance with (Signature of Cont actor) 11 applicable State of Minnesota Statutes and City of Eagan Ordinances. CITY USE ONLY /y n L 1L BL '-? RECEIPT #: SUBD. RECEIPTDATE: J a3 97 1997 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55122 (612) 681-4675 Please complete for: . single famil dwellin . townhomes and condos when permits are required for each unit New construction Add-on furnace Add-on air conditioning ? Add-on air exchanger, i.e. Vanee system, etc. Date: ?"- 'r).;2-Q 1 FEES ? Minimum Fee: Add-on/Remodel (existing residence only) $ 20.00 ? HVAC: 0-100 M BTU 24.00 Additional 50 M BTU 6.00 3.00 ? Gas Outlets (minimum of 1 required @$3.00 each) ? State Surcharge .50 TOTAL .21-2-0 SITEADDRESS: ??? f- ? jrre?.,o ; e,r IJ: OWNER NA INSTALLER PHONE #: PHONE #: 9Hl - -1'? I f STREETADDRESS: Y oaear ! f'al l CITY: I:c1Pn9 Pf-ct?d « STAT-F: /Y((IJ y_ ZIP: s$3-7 CITY OF EAGAN 3830 PIIAT KNOB ROAD EAGAN MN 55122 PHONE (612) 454 8189 01" 1lmw1CAL:vxRm NCe00 FOR CITY USE ONLY PERMIT # RECEIPT # / D 3 ? DATE: "SIA?S2xI?.` PLEASE COMPLETE IIPPER PORTION ONLY FOR SINGLE ] TOWNHOMES/CONDOS WHEN PERMITS ARE REQUIRED FOR EACH UNIT. ------------------------ -----------------°----------------- WDRK DESCRIPTION ?f, FEES NEW CONST ADD ON ? REPAIR _ OWNER NAME: Chuck Hall SITE ADDR$SS: °°° ••`°"""' LOT:? BLOCK SUBD.? (VaL ' !P ?J INSTALLER: Kleve Aeating & Air Conditioninq ADDRESS: 13075 Pioneer Trail CITY: Eden Prairie ZIP: 55347 PHDNE 941-4211 ADD-ON MINIMUM HVAC 0-100 M BTU ADDITIONAL 50 M BTU GAS OUTLETS - MINIMUM OF 1 PER PERMIT SUBTOTAL: STATE SURCHARGE: DWELLINGS & $15.00 24.00 6.00 3.00 $ /S .00 .50 TDTAL: $ 15 .50 ? SIGNATUAE OF PEAMITTEE ?#)MkIEIiCk?/?I?}USTKTAx..?: PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS, APARTMENT BUILDINGS, AND MULTI-FAMILY BUILDINGS WHEN SEPAR9TE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE: OWNER NAME: SITE ADDRESS: LOT: BLOCK SUBD. INSTALLER: ADDRESS: CITY: ZIP; PHONE #: FOR: FEES 18 OF CONTRACT FEE. STATE SURCHARGE _ $.50 FOR EACH $1,000 OF PERMIS FEE. ?ROCESSED PIPING - $25.00 $25.00 MINIMUM FEE. CONTRACT PRICE x 1% $ STATE SURCHARGE TOTAL: (SIGNATURE) CITY OF EAGAN V11I V! LNbAlY fVA Vill UJL VpLi 3830 PIIAT &NOB ROAD EAGAN M2J 55122 PERTIIT te PflONE (612) 454 8100 RECEIPT k ?i?? "MINCIM DATE: PLEASE COMPLETE IIPPER PORTION ONLY FOR SZNGLE FAMILY DWELLINGS & TOWNHOMES/CONDOS WHEN PERMITS ARE REQIIZRED FOR EACH UNIT. iJORK DESCRIYTION COMPLETE THE FOLLOWING: FIXTURES EA. ADD-ON MINIMUM 15.00 SHOWER 3.00 WATER CIASET 3.00 BATH TUB 3.00 IAVATORY 3.00 KITCHEN SINK 3.00 IAUNDRY TRAY 3.00 HOT TUB/SPA 3.00 WATER HEATER 3.00 FLAOR DRAIN 3.00 GAS PIPING OUT. (MINIMUM - 1) 3.00 ROUGH OPENINGS 1.50 OTHER WATER SOFTENER 5.00 PRIVATE DISP. 15.00 U.G. SPRINKLER 3.00 TOTAL NEW CONST X N0. ADD ON REPAIR owrrEx xaris: _ C'zuc K du ll = SITE ADDRESS: 3?0 /JfidqE Wa?er ?v LOT:BLOCK L- SUBD. L 46V _ INSTALLER: fi?tI er P/Um b? ? q - ADDRESS: I706 C'fy T T _ CITY: i+ammpn? Wi S ZIP: JryDIS PHONE #: ??5) 79.1 -5305 - SIGNATURE OF ?- ? ? :F-- SUBTOTAL S ST. SURCHARGE .50 TOTAL: S /e5" 5 v ?pMMERCIALjiNDIISTRZAL PLEASE COMPLETE THIS PORTION FOR ALL C0M4ERCIAL/INDUSTRIAL BUILDINGS AND MULTI-FAMILY BUZLDINGS WHEN SEPARATE PERMITS ARE NOT REQUZRED FOR EACH DWELLING UNIT. CONTRACT PRICE: FEES OWNER NAME: 18 OF CONTRACT FEE. STATE SURCHARGE - $.SO FOR SITE ADDRESS: EACH $1,000 OF PERMIT FEE. LOT: BIACK _ SUBD. $25.00 MINIMUM FEE. INSTALLER: CONTRACT PRICE x 18 $ ADDRESS: STATE SURCHARGE $ CITY• 2IP: TOTAL: $ PHONE (SIGNATURE) FOR: CITY OF EAGAN U1'1'r oF Lnc:xn run Uiri ubn VqLI 3830 PZIAT RNOB ROAD EAGAN, 3N 55122 PERMIT # PHONE: (612) 454-8100 RECESPT fkC 15731 AP""""M DATE: 10/09/91 PLEASE COMPLETE IIPPER FORTION ONLY FOR SINGLE FAMILY DWELLTNGS 6 TOWNHOMES/CONDOS VHEN PERMITS ARE REQIIIRED FOR EACH UNZT. UORK DESCRIYTION NE4I CONST _ ADD ON REPAIR OWNER NAME : CHUCK HALL - 1-?5 Y'!o ? O'J SITE ADDRESS: 3862 BRIDGEWATER DR IAT: 11 BIACK 3 SUBD.THE OAKS OF BRIDGEWATER 2ND INSTALLER: - POLAR PLUMBING CO ADDRESS: 6087 46TH ST N CjTy; OAKDALE MN Zip; 55128 PHONE #:____--4-7i7-7525 COMPLETE THE FOLIAWING: N0. FIXTURES EA. ADD-ON MINIMUM 15.00 _ SHOWER 3.00 _ WATER CIASET 3.00 _ BATH TtJB 3.00 _ IAVATORY 3.00 _ KITCHEN SINK 3.00 _ LAUNDRY TRAY 3.00 _ HOT TUB/5PA 3.00 _ WATER HEATER 3.00 _ FLOOR DRAIN 3.00 GAS PIPING OUT. _ (MINIMUM - 1) 3,00 _ ROUGH OPENINGS 1.50 _ OTHER WATER SOFTENER 5.00 PRIVATE DISP. 15.00 U.G. SPRINKLER 3.00 TOTAL WATER TURN-AROUND 15.00 SUBTOTAL ? 15.00 ST. SURCHARGE .50 L " SIGNATU1fE OF PERMITTEE? TOTAL: - - S- --15.50 ppfERGIAL/iNDUSTRZAI.? PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDIISTRIAL BUILDINGS AND ?TNLTI-FAMILY BUILDZNGS W1iEN SEPARATE PERMZTS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE: OWNER NAME: SITE ADDRESS: IAT: BIACK _ SUBD. INSTALLER: ADDRESS: CITY: PHONE FOR: ZIP: ? FEES 18 DF CONTRACT FEE, STATE SURCHARGE - $.50 FOR EACH $1,000 OF PERMIT FEE. $25.00 MINIMUM FEE. CONTRACT PRICE x 18 STATE SURCHARGE TOTAL: $ $ (SIGNATURE) CITY OF EAGAN ` .. f3/�y`j � �, y�f� ��' � Use BWE or BLACK Ink �'L /�/a ys - roo- d� ,-----------------, �� / ��7E'J �f'�� '� Q � ForOffice�s� �� s � / � ( C�4 � �� 0�� • �� Permit#: � ��-�J � 6 � Permit Fee: / [� � �' I 3830 Pilot Knob Road � /�_�3�� Eagan MN 55122 I Date Received: � Phone:(651)675-5675 � � I Fax: 651 675-5694 � Staff: ± I c � ��-l� 'I��7 ' L----------------I 2015 RESIDENTIAL BUILDING PERMIT APPLICATION oate: 1/21/15 SiteAddress: 3862 Bridgewater Drive unit#: � f J $"y�� . . . `"� '' { °,, tvame: Jon andPam Otterstatter Phone: 920/285-8048 ;��'��[�r�'� �"�� `�r , � �� ; Y Address�city�zip: 3862 Brid ewater Drive ��'�� Applicant is: Owner X Contractor '� �� ?�� --� � �� `�� r�f.C.'�r E� � � �� r'(JY� � � D�K�� -1 � �,��;�� Description of work: Construct new single fami3y dwelling � "`z�` Construction Cost: $1,100,000 Multi-Family Building:(Yes /No X ) _ ��. �� ' ' � `�� company: Moser Homes, Inc. contaet: Bob Moser 651/775-3332 �� " Address: 1000 County Road E Suite 220 �;ty. Shoreview � ��t��,� f��. � � �� i�`` � _ ��_= state:MN zip: 55126 Phone: 651/483-5132 Emai�: bobmoser@moserhomesinc.com �� '� � � `�s' License#: BC517R5( Lead Certificate#: NAT-7-(�.L�,42-1 If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) 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 X No If yes,date and address of master plan: Licensed Plumber: Jerry's Plumbing Phone: 763/252-4268 Mechanical Contractor: CustOm Air Heating/Air Conditioning phone: 612/202-4440 Sewer 8�Water Contractor: Ftthr Trenchin� Phone: 651/755-2782 ,�`�'� "��5�� fi��iI7�,�`�'��,�I`�� #��'��I��i'�`��. � � '� � �� , � �� , ��{";��f��'#f��i�!'!� ��/��t;�5��]��Et��X��i��+E�� s� �, �: ��'��'��• a� ,�s,,��'� , �—-� �"��` �� "`� ' 4! '�',.�"�� `�*��'.�:`^tax�a �'��_#�a � _•�, �_� � ��"��- ��€�_� �,,�� ,'�~�. CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.orq I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Exterior work authorized by a building permit issued in accordance with the Minnesota State Buildin Code must b completed within 180 days of permit issuance. X Robert J. Moser X � Applicant's Printed Name Applicant's ign re Page 1 of 3 . . �� .;d�-��.. 0�� . 1�� y� DO NOT WRITE BELOW THIS LINE SUB TYPES Foundation _ Fireplace _ Porch(3-Season) _ Exterior Alteration(Single Family) � Single Family _ Garage _ Porch(4-Season) _ Exterior Aiteration(Multi) Multi Deck Porch(Screen/Gazebo/Pergola) Miscellaneous 01 of_Plex Lower Level Pool Accessory Building WORK TYPES � New _ Interior Improvement _ Siding _ Demolish Building* _ Addition _ Move Building _ Reroof _ Demolish Interior Alteration Fire Repair Windows Demolish Foundation _ Replace _ Repair _ Egress Window _ Water Damage Retaining Wall *Demolition of entire building—give PCA handout to applicant DESCRIPTION Valuation �O Dpp Occupancy �RL.— � MCES System Plan Review � Code Edition � SAC Units � (25%_100% ✓ ) Zoning nT( City Water _ �/r� Census Code /O/ Stories �_ Booster Pump /JAO #of Units I Square Feet ?�O� PRV � #of Buildings � Length '7$r Fire Suppression Required �y'Q Type of Construction � Width 1 30� 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 Roof: i�lce 8�Water �Final Pool:_Footings _Air/Gas Tests FinaC --�-.. Framing Drain Tile Fireplace:�Rough In �Air Test �Final Siding:_Stucco La h �Stone L h _Brick Insulation Windows Sheathing Retaining WaIL•_Footings_Backfill_Final � Sheetrock Radon Control Fire Walls � Erosion Control � Braced Walls Other: Reviewed By: , Building Inspector $� �' RESIDENTIAL FEES 19�/ � UN rrii� h`� 1� 3 2v` 03 Base Fee � ��g �y3 Go Surcharge '�O/l �' !"iN �� '� OG g� w �"` Plan Review ;L�O� 3zo3� J'r�iii /Str'�L @��j�� 3 k� 5� g �=� nncEs sAc � 3�3� �n�c«,�i� A�2,� R@ �v- �o �,,. City SAC n, � — � ; �z��' �'��..; noa�J� 30 - /� U t I t y C o n n e c t i o n C h a r g e e� S8W Permit 8�Surcharge 1 i g ,� nr�� 1�� ?�7 Treatment Plant ��00 � �0� �� _��y,,o,•oa 1°o�ty� GO'� � o� ``O� � Copies �"' L$� TOTAL �I.3G.3� S�ll7 C7' fXll/eS�2�i � '�'�-��z �'� � / Pa e2of3 u �a� � � `�12�w�� i�-�,�- 0 3� =! � . 7 � "Y�- �;`�-c� �J�C . �`�� nn ��,e�,`nx�l h�m�� s .�1 LOT SURVEY CHECKLlST FOR RESIDENTIAL �� C�� BUILDING PERMIT APPLICATION PROPERTY LEGAL: �� Z �� , I �a- !'1� S b`C �d '..[.�1 , � �r�' �� DATE QF SURVEY: I(Z��/ / �� j�� C� LATEST REVISION: ��/�5 � �� c cc , � �� o z a DOCUMENT STANDARDS � c�: �`' ��Z �C ❑ 0 • Registered Land Surveyor signafure and company �/�� • � ��`'�' � ❑ ❑ • Building Permit Applicant � 0 ❑ • Legal description �' ❑ 0 • Address �' 0 ❑ • North arrow and scale � ❑ ❑ • House type (rambler,walkout, split w/o,split entry, lookout, etc.) .� ❑ ❑ • Directional drainage arrows with slope/gradient% ' � ❑ ❑ • Propased/existing sewer and water services&invert elevation • ,�' ❑ p • Street name �' ❑ ❑ • Driveway(grade&width-in R/W and back of curb,22' max.) �J 0 ❑ • Lot Square Footage � ❑ ❑ • Lot Coverage ELEVATIONS Existinq �2( ❑ D • Property comers �' 0 ❑ � Top of curb at the driveway and property line extensions � ❑ p • Elevations of any existing adjacent homes � ❑ ❑ • Adequate footing depth of structures due fo adjacent utility trenches ` ❑ ❑ • Waterways (pond, stream, etc.) � Proposed � r� p ❑ • Garage floor �'l � � • Basement floor � ❑ ❑ • Lowest exposed elevation (walkouUwindow) 0 0 ,� • Property corners �' 0 � • Front and rear of home at the foundation PONDING AREA(if applicable) �f^`C] ❑ • Easement line �' ❑ ❑ • NWL fX 0 � • HWL �' ❑ ❑ • Pond#designation � fd` 0 • Emergency Overflow Elevation ; ❑ ❑ • Pond/Wetland buffer delineation � . Shoreland Zoning Overlay District • Conservatio� Easements DIMENSIONS � ❑ ❑ • Lot lines/Bearings&dimensions ❑ �( ,� • Right-of-way and street width(ta back of curb) � ❑ ❑ • Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc. (i.e. all sfructures requiring permanent footings) `,0' ❑ ❑ • Show all easements of record and any City utilities within those easements �'1 ❑ ❑ • Sefbacks of proposed structure and sidey ,rd setback of adjacent existing structures ��' ❑ �' • Refaining wall requirements: � � G�.� �� Reviewed By: n ��e��+ Date /��.f- G:/FORMS/Building PermitApplicafron Rev.11-26-04 ��J�/,� � � • � � C � G � � � O O y � � v I O c w � �� N w LL � C O V �t � c o a o m.� m Y � n � °� 3 a n d > > - \ ef � W � � 3 c v a > y � v 'w � v� in w � � • • A` J o Z' � �0 �o w � w w o c� � w rn w y N � . � , W c .' 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F3G�1�$SCP THERMAL ENVELOPE RADON CONTROL SYSTEM Type:Check All That Apply Passive(No Fan) o � Active(With fan and manometer or N � other system monitoring device} � � � T Location(o uture cation)of Fan: � � � c — -o o � � Y a� _ � a o �a o U u� o -a � � a m -a V .� d � � Q m m � � � a T > � ° � w � � II� X o . Insulation Location � � Z � � v g � w N � o a' a' E E � :o :o o y o Q � o o c a� rn � � z i.� iL � � � o� ¢ Other Please Describe Here Below Entire Slab ��Q Foundation Wall -5 R-10 � - E�r- -�O 's�-��t Perimeter of Slab on Grade f.! �4 Rim Joist(1 st Floor) (2.-13 Rim Joist(2nd Floor+) N & W all (Z_'L) Ceiling,flat e NCtpqap (�.� IrJ" W,,l -6, Ceiling,vaulted �_� Bay Windows or cantilevered areas ►�J Floors over unconditioned area � Describe other insulated areas � `.. �' �Z1(�{� �Z-1�p uc sys em air ig ness c m Building envelope air tightness(ACH): S . Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: vQ�2 �2' Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): pr R-value MECHANICAL SYSTEMS Make-up Air Se�ect a Type Appliances Heating System Domestic Water Cooling System Heater � Not required per mech.code Fuel Type /�1• C7��j /"f��" tTws �� Passive Manufacturer � G,�L'� Powered Fi G' �, OQp Interlocked with exhaust device. Model "� � bd p 6 /(/ Describe: Input in Capacity in Output in „� Other,describe: Rating or Size BTUS: �� Gallons �� Tons: �� AFUE or Ld SEER I4+��' Location of duct or system: Efficiency HSPF io �p fjy /EER ! r Heating Loss Heating Gain Cooling Load Residential Load Calculation i ��1 �� I Cfm's "round duct OR MECHANICAL VENTILATION SYSTEM "metal duct Describe any additional or combined heating or cooling syste s if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): �j,L�� j 4��. q Not required per mech.code Select Type �� Passive Heat Recover Ventilator(HRV) Capacity in cfms: Low: �' High: Other,describe: Energy Recover Ventilator(ERV)Capacity in cfms: Low: High: Location of,duct or s em: Balanced Ventilation capacity in cfms �� Ci�- �c�a/�^ Location of fan(s),describe: �,.h ' 1 � Cfm's Capacity continuous ventilation rate in cfms: "round duct OR ,M/N Total ventilation(intermittent+continuous)rate in cfms: "metal duct Builders Associaton of Minnesota version 101014 f , � �3/ �� /� ��v�� JUN � � �� May 14, 2015 Description of Heating and Cooling Systems Two distinct systems will be installed in the subject property. The forced air system will consist of two furnaces, and air conditioning units for heating and cooling. Supply and return duct work will be installed throughout the home. Several zones with electronic dampers will be installed to maximize temperature control. In addition, two HRVs, humidifiers, and air cleaners will be included as part of these systems. There will also be in-floor hot water radiant heat installed throughout both levels of the home and in the attached garage. A glycol solution will be included in the zone servicin the g garage. Special provisions being made as part of this system n�� installation include R-10 insulation below the slabs in the garagef ��3r� and basement level. 1-� �„��•'n*�� _�� `-" - �' ��'--�-- r„l,ill��l f thA ��n v,��i� Gyperete will be installed on top of the main floor plywood to accommodate the Wirsbo tubing. Numerous zones will be established throughout the home for this system as well. It is important to note that these two systems will work totally independent of each other. • ��1�y AMERICAN � ENGINEERING TESTING, INC. �� GONSULTANTS •ENVIRONMENTAL •GEOTECHNICAL �pORT 4F GEOTECHNICAL •MRTERIALS •FORENSICS �Lo�,TION �vn �v�vv Otterstatter Residence 3862 Bridgewater Drive Eagan,Minnesota AET Project No.20-12963 1)ate: April 8,2UIS Prepared for: Moser Homes,Inc. 100U Connty Road E,Suite 220 Shoreview,Minnesota.55126 www.amengtest.com �� .i��:�\ CONSULTANTS � ENG��ERI;VG :ENVIRONMENTAL GEOTECNNICAL TFS�'I�G� I��. • •MATERIALS � •FdRENSICS Apri18,2015 Moser Homes,Inc. 1000 County Road E, Suite 220 Shoreview,Minnesota�5126 Attn: Bob Moser . RE: Geotechnical Exploration and Review Otterstatter Residence 3862 Bridgewater Drive Eagan,Minnesota AET Project Na. 20-12963 Dear Bob: American Engineering Testing, Inc. (AET) is pleased to present the results of our subsurface exploration program and geotechnical engineering review for your Otterstatter Residence project in Eagan, Minnesota.. These services were performed according ta our proposal to you da.ted March 23,2015. We are submitting two copies of the report to you(one eiectronic and one hard copy). Please contact me if you have any questions about the report. I can also be contacted for arrangiug construcrion observation aud testing services during the earthwork phase. Sincerely, American Engineering Testing,Inc. Rob' . F ickinger � II'' Senior gineer Phone: (651)659-1301 , F�: (651)659-1379 Rflickinger@amengtest.conz Page i 55Q Cleveland Avenue Noeth �St. Paul,MN 55114 Phone 651-659-9001 (Toll Free 800-972-6364 Fax 651-659-1379�www.amengtest.com�AA/EEO �� This document shall not be reproduced,except in full,without written approval from American Engineering Testi�g,Inc Report of Geot�h�ical Exptorstion a�d Review Ottersiatter Residence;Eagan,Minnesota AMERICAN Apri18,2015 ENGINEERING AET Project Na.�0-12963 TESTII+IG,INC. SIGNATURE PAGE Prepared for: Prepazed by: Moser Hames,Inc. Americau Engin�ring Testing,Inc. 1040 County Road E,Suite 224 550 Cieveland Avenue North Shoreview,Minnesota S S I26 St.Paul,Minnesota.55114 (651)659-9001fwww.amengtest.com Attn:Bob Moser Authored hy: Reviewed by: , 4 �� 1 ._..r--- �--- �,�! .��-.,� - �� Robin ' ' ger Mic el P.l+vicCarthy,PE - Senior Engineer Principal Engineer I hereby ctrtify t�at thi4 p�n,s�ification,or report was pregar�xi by me or under my direct aapervis�n aed t�at I am a dnly Liceased Professional Engineer uader Mmnesota Statate Section 326.A2 to 32615 ' Date: �i •� '� Lic�gse#:16688 Copyright 2015 American Engineering Testing,Inc. All Rights Reserved Unaxthorized nse or copying of tieis dncument is shictty prahiLited hy arryone other than the client for the specific prajeet. Page ii Report af Geotechgical Egp�rstioa aBd Review Otterstatter Residence;Eagan,Minnesota AMERICAN Apri18,2t?IS ENGINEERING AET Pmject No.20-12963 TESTING,INC. TABLE OF CONTENTS � 1.0 INTRODUCTION.........................................................................•-----•-•-----................._........... 1 2.0 SCOPE OF SERVICES............................................................................................................ i 3.4 PROJECT INFORMATION...............................:......................•---........................................... 1 4.0 SUBSURFACE EXPLORATI�N AND TESTING.......................................................••-------2 4.1 Field Exploration Prograzn....................................................................................................2 4.2 Laboratory Testing ........................................................•-••-•-•--••---••-•---.............................---.3 5.0 SI I E CONDI I'IONS............................................................................................................ .3 51 Surface Observatians..............................................................................................:..............3 5.2 Subsurface SoilsiGeology......................................................................................................3 5.3 Crrot�nd�Vater Iliscussion......................................................................................................3 5.4 Review of Soil Froperties.......................................................•--......................---...................4 6A RECQMIvI]ENDA'TTONS..........................................................................................................5 6.1 Discussian..............................................................................................................................5 6.2 Building Gradin�.......................................................................................••---.......................5 6.3 Founda#icm Design.................................................................................................................8 6.4 Fioor Slab Design..................................................................................................................8 6.5 Basement BackfillingCWater Conirol............................................................:....... .....9 6.b Exterior Building Backfilling............................••-----.................................................,......... 11 7.0 CONSTRUCTION CONSIDERATIONS......................................................•----..........._....... 11 7.1 Potential Difficulties..............................................................................................:............. l l 7.2 Excavation Backsloping...--•-•....................:......................................................................... 12 7.3 Observations and Testing....................... ........... 12 .................................................................. 8.0 LIMITATIONS....................................................................................................................... 12 STANDARD SHEETS � Floor Slab MaistureNapor Prote�tion BasementlRetaining Wall Backfill and Water Control Freezing Weather Effecl�s on Building Construction APPENDIX A—G�technical Field F.a�ploration and Testing Boring Log Notes Unified Soil Classification System Figure 1 -Boring Locations Subsurface Boring Logs APPENDIX B—�Geoteehnical Report Limitations aad Cruidelines for Use Page iii Report af Geotechnical Ezpioration aud Review Ottersta�ter Resicience;Eagan,Minttesota AMERICAN Apri18,2015 ENGINEERING AET Project Na.20.129b3 TESTiNG,INC. 1.0 INTRODUCTION You are proposing to construct a new single family residence at a site in Eagan, Minnesflta. To assist with planning and design, you have authorized Annerican Engineering Testing, Inc. (AE3� to conduct a subsurface exploration program at the site, conduct soil l�boratary testiing, and perform a geotechnical engineering review for the project. This report presents the results of the abave service.s,and provides our engineering recammendafiions based on this data. Z.0 SCOPE OF�SERVICES AET's services were performed according to our proposal to you dated IvIazch 23, 2015, which you authorized on the same date.The authorized scope consists of the following: • Drilling 2 standard penetration test borings each to a 20 foat degth. • Perforlr�ing soil laboratory�sting. • Conducting a geatechnical engineering analysis based on the obtained data and Preparing this report These servicxs are intended for geotechnical purpases. The scope is not intended to explore for the presence or e�rtent of environmental conta�una.tivn. Our scope of services was not performed to include slope stability analysis of flie existing or I� proposed slopes on the site. 3.0 PROJECT INFORMATIOIY We understand that the proposed construction will be a residence with a walkout ievel and a sport caurt. The first floor will lx at elevation 873.4, the walkout will be at eievation 864.73, and the sport court floor will be at elevation 855.7. The house will have appro�mate overali Page 1 of 12 Report of Geotec�a�al Ezplar�tio�aad Review Otterstatter Residence;Eagan,Minnesota AA+IERICAN Apri18,2015 ENGINEERING AET Praject No.24-12963 TESTING,INC. dimensions of 35 f�t by 147 feet The house will have cast-in place c4ncrete vwalls below grade with woad frame construction above grade. Based on the sir�ucture type,we assume that the wall loads will be on the order of 4 kips per lineal foot of wall. An existing residence currently occupies this site, and portions overiap with the proposed new residence. VVe understand most af the existing structure will be demolished,with the exception of the garage. Refer to Figure 1 in Appendix A, which shows the locations af the e�ci�4ing and proposed residences. Our foundation design assumptians include a minunum factor of safety of 3 Rrith respect to localized shear or bas�failure of the foundations.We assume the structure wili be able ta tolerate total settlements of up to 1 inch, and differen�ial setttements over a 34 foot clistauce of up to '/z inch and up to%z inch of differential settlement between the existing and the new addition. The above stated information represents our understanding af the propased construction. This information is an integral pazt of our engineering review. It is important that you contaet us if there are cbanges from that described so that we can evaluate wheth�r modifications to our recommendatians are appropriate. 4.0 SUBSURFACE EXPLORATION AND TESTIl�TG 4.l l�iieid Eaploration Pragram The subsurface exploration program conducted for the project consisted of two standard penetration test borings. fihe lags of the borings and details of the methods used appear in Appendiar A. The logs con#ain information concerni.ng soil la.yering, soii classification, gealagic description, and moisture condition. Relative density or consistency is also noted for the natural soils,which is based on the standard genetration resistance(N-value), Page 2 of 12 Report of Geof�cbeical Eaploration a�d Review (}tter�atter Residence;Eagan,ll+linnesota AMERICAN Apri18,2415 ENGINEERING AET Project No.20.129b3 TESTING,INC. The lwring locations are shown on Figure 1 in Appendix A. The barings were located in the field by AET persannel by taping from nearby site features. Surface elevations were measured in the field by AET persannel using an engineer's level.The benchmark reference was the floor slab of the existing garage. We understand that the exis�ing garage slab eleva#ion is 870.�7 from the Building Permit Survey prepared by Rehder and Associates. 4.2 L�boratory Testing The laboratory test pzogram included water contrent testing of selected samples. The test results appeaz in Ap�ndix A csn the individual boring logs adjacent to the s�mples upvn which they were performed. �.0 SITE CONDITIONS . 5.i Snrface Observations The site is currenfly occupied by a home surrounded by iandscape�d lawn area. There is no obyions distress in the portions of e�sting building foundation visit�le from the exterior of the residence. "I7ie site slopes from the north down towazds the south and west with elevations ran.ging from 878 in the north t4 84b in the south based on the Building Permit SurveY PT�� by Rehder and Associates. Bald Lake abu#s the site on the west side. 5.2 Snbsnrface SoiLLs//Geology The site geology consists of fill over fine alluvial clays. The fill was previously pla.ced for the existing residence. 5.3 Ground Water Discussion Water was not encountered in any of the borix�gs during drilling, hawever, we did observe sand lenses in the cla.ys that may contain perched water. Due to the slow draining nature of the site Page 3 of 12 Report of Geoteci�nicat Eapluration and Review Otterstatter Residence;Eag�,Minnesota AMERICAN April 8,24i5 ENGiNEERING AET Project No.20-22963 T'ESTING,INC. � soils, it may take several hours ar even da.ys for water levels to stabilize in an o�n borehole. It was not in our s�o�of services to monitor the water levels for an,extended period of time. Based on the survey and an email from Aamn Nelson af the City of Eagan, we understand that the ordinary lugh water level as determined by the Minnesota Department of Natiu�al Resources is 852.6, but the 140 yea� flood event Gre�ates a high water level (HWL) of $54.8 per the Stormwa.ter Management Plan. We understand that the City of Eagan requires that the lawest opening be at least 3 feet above the HWL. Based on the survey, the lowest opening will be an egress window at elevation 859.4 which is 4.5 fe.�t above the HVVL. Ground wa.ter levels fluctua�e due ta varying seasonal and annual rainfall and snow meit amounts,as well as ather factors. 5.4 Review of Soil Properties S.d.I F'rll - The fill soils encoantered in our borings consisted of silty sand, clayey sand, sand with silt, and lean clay. The thicl�ess of the fill layer was ranges from about 11�2 feet to 14 f�t at our boring �'�, locations,but could be different away from the borings. The N-values recorded in the fill are quite variable; genezally lower above the existing basement Ievel and higher below basement level. The N-values inay be affec#ed by the gravel or possibly cobbles in the fi1L These soils aze judged to have tow to moderate strength and moderate to moderately iow compressibility. Generally,the fill soils within the normal frost depth zone are judged to be moderately slow to slow draining and should be considered susceptible to freeze- thaw movements, Page 4 of 12 Report of Geotechnical EzpbraE�nn aud R,evie�v Ottersfatter Residence;Eagan,Minnesota AMERICAN Apri18,20 t 5 ENGIINEERING AET Project No.20-12963 TFSTING,INC. 5.4.2 Fine Alluvium Fine alluvial clay soils are present below the fill at both the borings. The fine alluvium is comprised of leaa clays (CL), some with appreciable amounts of gravel. According to the N- values,the fine alluvial soils range from stiffto very�stiff. They a�re judged to hav.e high sirength and low cc�mpressibility. The fine alluvial sails are judged to be siow draining and have madera.tely high susceptibility to freeze-fha.w inavements;however,due to their depth below the surface they are belflw the normai frost penetration zone. 6.Q RECOMMENDATIONS b.l Discussion The e�cisting residence has a walkout basement elevation of about 8C8, while the new walkout elevation is 864.7 and the floor of the sgort court is at elevation.$55.7. As the new fvotings will be lower than the previous footings, and the existing residence had no visible signs of distress, we judge the fill below the existing building suitable for support of the new sh�uctiue. There is som�risk that the fill outside the e�sting building is nat.suitable for sup�rt of the planned new structure. Further,we have no information about the placement or compaction of the existing fill and no reports of compaction tests aze available. Supporting the proposed building on these soils would put significant risk on the Owner 6.2 Bnilding Gr�ding 6�21 Excavation To prepare the new buitding area for foundation and siab support, we recommend complete removal of the e�usting building and ali structural remnants, existing utilities, and associated backfill. As the new building foatprint is larger than the previous building, there is some risk that the fiIi outside of the pad prepared far the elusting building was not plac� in thin lifts and adequately cflmpacted for structural support. Therefore,�mple�e�€ vf f�e ' f�. . Page5of12 Report of G�teehanal Ezplorafion aad Rsview Otterstatter Residence;Eagaa,Mianesota AMERICAN Apri!8,2015 ENGINEERING AET ProjectNo.20-12963 TESTING,INC. �bepc�nd the c�r�nt baitding f�t is edso re�mn�ed,thereby e�cposing the natural alluvial clays. This would result in excavation depths at the boring Iocations as shown in Table 6.2.1. Tabie 6.2,1—Recommended Eacavation Depths Boriag Loc�tion Sarface Elevatian(ft) Eacavation Depth{tit) Approaimate Ezcavation Elevation fit 1 870.2 I 11� 858'/z 2 864_8 l� 851 The depths/elevations indicated in Tab�e 6.2.1 are baased on the soil canditions at the specific boring iocations. Since conditions will vazy away from#he boring lc�ations, it is ra� that AET g�hnic�l pe�onnel ob�ve a�d c�m�the c�p�cy u€the sc�ils i�the �e; excava�ion bottom prior#v nevv fill�footiug p Where the excavation extends below foiuida�ion grade, the excavation bottom and res�ltant engineereci fill system must be oversized laterally beyond the pianned outside �ges of the foundations ta properly support the lateral loads exerted by that foundation, This excavation/engineer� fill lateral extension should at least be e.c}ual to the vertical depth af fill needed to attain foundation grade at that location(i,e., l:l lateral oversize). 6`2.2 Fitl Placement and Compaction Fill pla�ed to attain grade for foundation support should be comgacted in thin lifts, such that the entire lift achieves a minimum compaction levei of 95% of the standard maximum dry unit weight per ASTM:D698 (Standard Proctor test). If more thaii 10 feet of fill will be n�ed below the new buildixig f�tings,we re�ommend the compaction level be increasexl to 98°l0. Page 6 of 12 Report of Geat�imicai Eaploration and Review Otterstatter Reside.nce;Eagan,Minnesota AMERICAN Apri18,2015, ENGINEERING AET Project No.20-129b3 TESTING,INC. The maj�c�ity of the on-s�te seils can be re-used as �11 with the exception flf the surficial soils containing organics, grass and roots or the siits. Most of the clayey soiis will require moisttu�e conditioning to allow the compaction to be effective. Some af the moisture conditioning may require significant effort. If more than 14 feet of fill is needed, we recommead no mare than 10 f�t of e�usti�g clayey or silty fill be placed Sand fill(SP or SP-SM} shauld be used from the excayation battom up to within 10 feet of footing grades to limit settlements to tolerable levels. If there are areas where fili is placed on slopes, we recommend benching the sloped surfaee (benches cut parallel to the slope contour) prior to placing the fill. Benching is recommended where slapes aze steeper than 4:1 (H:�. t,�2.3 Prot�ctirvn of F.xistutg Gurage Any excavatian for the below-grade levels of the new building should include safe baekslopes, if adequa.te room is available on the site. If adequate room isn't available, a tem�rary soil retention system should be installed to maintain safe working conditians and to minimi�.� the potential of saiLs sloughing inta these deeper excavations. If needed, soldiez piles and timber lagging or sheet piling are t�rpically useci and will probably be most effective at retaining the soils aaound the deep building excavation. We cau#ion that vibrations aze generated during installation of the soldier piles andlor sheet piling, which could cause damage to existing biuidings in clo�proximity to the piles. Settlement of the existing garage and driveway in close proximity to the earth retention system must be considered. and methods used to minimi�p this �tential settlement Page 7 of 12 Report of GeatecLaical Ezploration and Review Otterstatter Residence;Eagan,Minnesota AMERICAN April 8,2415 ENGTNEERING AET Project Na.20.1�963 TESTING,INC. 6.3 Foundation Design The structure can be supported on conventianal spread foundatians placed on the well campaeted e�sting fill within the curren# building footprint or newly placed and compacted fill. We recommend perimeter foundations for heated building spaces be placsd such that the bottoms ate a minimum of 42 inches below exterior grade. We recommend foundations for unheated building spaces (such as de�k foundations)be e�ctended to a minimum of b0 inches belaw exterior grade. These footings should also be designed to resist ad.freeze movements. Adfreeze occurs when the soils surrounding the fouadation element are allowed to freeze to the foundation element, fihen, as thc frost penetrates deeger,the soils heave and lift the foundation eiemen#. A slip surface that resists the soils ability to freeze to the foundation element will reduce the risk of adfreeze movements. Based on the canditions encvuntered,,,it is our opin�o�the iKzilc�.ing fa�ons can be d�igned � on a ne�t m�cimum allowable sail bea�ing p�ure of 2,t10�psf. It is aur judgment this design pressure will ha,ve a factc�r of safely of at least 3 against Iocaliz�.shear or base failure. We estimate that total settlements under this loading should no#exceed 1 inch. We estimate that differential setttements of cvnditions depicted by the borings should not exc.e�d%Z inch: We also estimate that differential settlements should not exce� 'lz inch between the existing gara.ge and the new residence. b.4 Flaor Slab Design For concrete slab design, we esti�ate the exis#ing or newly placed cla.yey fill should pmvide a Modulus of Subgrade Reaction(k-value)of at least 125 pci for slab design. The use of certain types of flooring may require the instal�lation of moisturelvapor membranes below the slab. Typically, if maisture sensiti�e floor coverings like tile ar carpet will be used, Page 8 of 12 Report of Geot�6nical Eaploratiaa and Rev�w Olterstatter Residence;Ea�an,Minnesota AMERICAN Apri18,2Q15 ENGINEERING AET Project No.20-12963 TESTING,INC. moisturelvapor membranes aze recommended. For recammendations pertaining to moisture and vapor prote.�tian of interior floor slabs, we refer you to the standard she,et entitled "Floar Slab Moisture/Vapor Pmtection"at the end of this report. 6.5 Basement Backf'�ling/Water Control We tt�e backtill p}aced arc�u�d (t�rth � a� �),t#�below grad�e walls� consist of sands {SP) having no more than 5% of the particles (by weight) finer than the #2(K? '' sieve and na more than 44% finer than the #40 sieve. 'I`his type af sand wil� provide proper drainage a�l ea� of comgaction The zone of sand backfill should extend outward firom the wall at least 2 feet at bottom-of-f�ting grade, and then extend upward and outwazd from the vvatl at a 30 degree angie fram vertical. Because of possible site consiraints,the zone of the fiee- draining sand bacldll could be reduced to a consistent harizontal distance of at Ieast 4 feet outside the wall,for the heigl�t of the wali,against the existing on-site soils. Assuming that the first ancUar second level slab�s will be consfiructed prior to backfiliing,and the basement wa1Ls will not be allowed any rotation, the at-rest condition must be used for design of the walls. In this situation, if the zone of sand backfill extends outward fram the wall at least 2 feet at bottom-of-foating grade, and then extends upwazd and outward from the wall at a 30 degree angle from vertical,the wa11s should be designed using an equivalent fluid weight Iateral earth pressure of 50 pcf. If the alternative backfill method (only a consistent 4foot wide zone outside the wall) is used, the wails should be de.signed using an equivalent fluid weight latera.I earth pressure of 70 pcf using the at-rest condition. We recommend the lower level floar slab be constructed prior ta backfil�ing the basement walls. All walls should be properly bra�ed. We recc��mmend using an equivalent fluid weight passive lateral pressure c�f 350 pcf(with an applied factar of safety af 2.5)if sand bacldll soiis are used, Page 9 of 12 Report of G�tecbnieat Eagloration and Review Ottetsrtatter Rsside�ce;Eagan,Miz�nesota AMERICAN Apri18,20t5 ENG�G AET Project No.20.12963 "TESTING,INC. and a frictian factor of 0.40 for resistance to foundatian sliding an the clayey till. We refer you to the s�tandard sheet entit�ed"Bas�mentlRetaining Wall Backfill and Water Control" at the end of this report for fiuther details. It will be very important that these details be incorparated into I the design,and that construction monitoring be performed to determine that pmper materials and I construction is implemented. T�e sand backfill against the basement walls and retaining walls in the landscaped areas should be covered with abont one foot of Iow permeability soiLs (preferably clays) and graded to shed surface water away from the building. All backfill are�und the building which will support sidewalks, stoaps, planters, or simiiaz structural elements should be compacted to at least 95°la of the Staudard Practar maximum dry density per ASTM: D698. Fill placed in landscaped areas can be compacted to a reducal level af 90'�0. If the bacldill wiil be below pavement areas, we recam�nend increasing the compactian level to 10(N�o in the top 3 f�t of the subgrade. Care should i� taken not to over-compact the bacl�'il1, ar use large equipment vvhich could damage the foundation watis or impart e�ccessive lateral pressures. Temporary perched water conditions could e�ist due to the presence af slower draining silty or clayey sails. To avoid water intrusion into the lower Ie'vels of the building, we recommend that damppmofing be install� on the exteriors of these walls. Drain tiles should alsc� be inst�lled adjacent to the lower levels at bbttom-of-footing elevations to colle,ct any subsurface water tha.t may enter the granulaz bacldill.� Page 10 of 12 Repart of Geoteehnic.ai EapMration�nd Rev�v Otteistaiter Residence;Eagan,Minne�ta AMERICAN Aprit 8,20i5 , �NGINEERING AET Praject No.20-129G3 TESTING,INC. I b.6 Ea#erior Bnilding Backfilling Many of the on site soils are at least mod�rately frost susceptible.Because af this,certain design consideratians are neaded to mitigate these frost effects where the basement backfill meets the eacisting fill. If possible,taPering the sand fill in the upper 5 foo#zane around the buiiding will r�uce abrupt frost heave movements. Differential frost heave movements can create trip hazards and affect the performance of doors. For details, we refer you ta the attached sheet entitled"Freezing We,ather Effects on Building Construction." ?.0 CONSTRUC'�TON CONSIDERATIONS 7.1 Potential Difficulties 7.1.1 Runoff Water in Excavetion Water can be e�ected to collect in the exc�vataon bottom during times of inclement wea#her ar snow melt. To allow observation of the �cava#ion bottom, to re,duce #he potential for soil dishzrbance and weakening,and to facilitate filling operations,we recommend water be removed from within the excavation as quickly as possible. Based on the soils eacountered,we anticipate the ground water can be handlead with conventional sumP P�P�- 7.1.2 Duturbance of Soils The on-site soils can become disturbed under construcfion h�ic,especially if the soils are wet. If soils become disturbal,they shauld be subcut to the underlying undist�rbed soils. The subcut soils can then be dri�and recompacted back into place,or they shouid be removed and replaced with drier imported fill. 7.1.3 Cobbles and&oulders The soils at this site can include cobbles and boulders. This may make excavating procedures somewhat more difficult than norma3 if they are encountered. Pagellofl2 Report of Geotechnical Eaploration and Review Otterstatter Residence;Eagan,Minnesota AMERICAN Apri18,2015 ENGINEERING AET Project No.2Q-12963 TESTING,INC. 7.2 Exc�vation Backslopiag If excavation faces are not retained,the excavations should maintain ma�cimum allowable slopes in accordance with OSHA Regulutions (Standards 29 CFR), Part 1926, Subpart P, "Excuvativns" {can t� found an www.osha. av1. Even with the rec}uired OSHA sloPing, water seepage ar s�face runoff can potentially induce sideslope erosion ar nu�ning which could require slope maintenance. 7.3 Observations and Testing The recommendations in this report are based on the s,ubsurface candi#ions found at our test baring locations. Since the sail conditions can be expected to vary away from the soil boring locatians, we recommend on site obseivation by AET geotechnical personnel during construction to evaluate these patential changes. Soil density#esting should also be performed on new fili placed in order to document that project sgecifications for compaction ha.ve been satisfied. 8.0 LIMITATIONS Within the limitations of scope, budget, and schediile, our services have been canducteti according to generaliy accepted geotechnical engineering practi.ces at this time and iocation. Other than this,no warranty,either expresse�or implieci,is intended. Im�rtant information regarding risk management and proper use of this re�rt is given in Append.ix B entitl� "Geotechnical Report Limitations and Guidelines fvr Use". Page 12 of 12 FLt)OR SLAB MOISTURENA,POR PROTECTION Floor slab design relative to moisturelvap�r protection should covsider the type and location of two e}�n�ts,a granular layer and a vapor membrane(vapor retarder,water resistant barri�or vapor barri�).In the followsng sections,the pros and cons of ihe possi'ble optians regardiag these elements will be presented,such that you and your specifie.r can make an �gineeaing decision based on the benefits and costs of the choices. GRANULAR LAYER In Americxa Concxete Institute(ACn 302.1R-04,a"base material"is recomm�over the vapor membrane,rath�than the conventional clean "s�d cushion" material. The base iayer should be a minun� of 4 inches (i00 mmj thick,trimmable,compachable�,gxanu(ar fill(not sand},a so-called cxusher-nm materiat.Usualty graded from 1%s inches to 2 inches(3&#0 50 mm)down to rock dust is suitable.Follawmg compadion,the surface can be chok�off with a fine-grade materiai.We refer you to ACI 3fl2.1R-Q4 for additiottal details regardmg the requirements far the base material. In cases where po�entiai static waxer ievels or significaat�rched wat�r sos�ces appear near ar above the floor slah,an under floor drainage system may be needed wherein a draint�7e syste� is plaaed within a thicker cl+ean sand or gravel layer.Such a system should be praperly e.agineered depeading on subgrade soIl types and ratdhead of water inflow. v.�►o��s� The nced for a vapor membrane dep�nds on whether the floor slab wili have a va�r sensitive covering,will have vapor sensitive it�ns stored on the slab,or if the space above the slab will be a hwnidity cornro3led area.If the projed dces not have this vapor sensitivity or moisdu�e control need,placement of a vapor membraae may not be n�essacy.Your decision wili th�relate tcs whether to use the ACI base materiat or a conv�onal sand cushion layea.Hovveuer,if any of the above sensitivity issttes apply,placecnent of a vspor membrane is recommended. Some floor eov�ing systems tadhesives and flooring materials) require installation of a vapor m�brane to limit the siab moisdire contenf as a condition of their warranty VAPOR MEMBRANE/GRANULAR LAYER PLACEMENT A numE� of issues �ould be considered wh� decid"mg whether to place t� vapor membrane above or below the granular layer.The 1�enefits af placing the slab on a granular lay�r,with the vapc►r membiane p�bdow the gianular layer,include redacfion af the followin� • Siab curling during the ew'u►g and drying Pr�eess- • T'ime of blee�ing,which allows for quieker ftnishing. • Vapor membrane punctuting. , • Surface blistering or delamination caused by au extended bleading peciod. • Craclang causeci by plastic or drying shrintcage. The bcxiefits of placing the vapor m�brane ova the granulaz layer inctude ihe following: • A lower moist�re esnission rate is achieved faster. • Eliminates a potentiai water ceservoir within the granular layer above the m�brane. • Provides a"s1iP surface",tlierebY reducing slab restraint and the associated random cracking. If a membrane is to be used ia canjunction widi a granular Iayex,the approach r�ommended dep�ds�siab usage and the cons�on scfiedule.The vaperr membrane shonld be pla�ed above the granular layer when: • Va�r se�sitive floor covering systems arc used or vapor sensitive items will be directiy placed on the slab. • The area wilI be humidity controlled,but tt�e siab will be ptaced befora the buiWing is�cios�l and sealal fram rain. • Required by a floor covermg manufac�ura's system warranty The vapor membrane shouid be placed belaw the grannlar layer wh�: • Useci in humidity co�olled areas(wrthout vapor sensitive coveringslstored items},with the roof inembra�in place,and the bui�ding enclosed to the point where precipitation will no#i�rude in#o the slab area.Coasideration shoukl lre given to siight slc�ing of the manbrane to edges where drainti�e or oth� dispasat meffiods c�n alleviste potentiat water saurces,such as pipe ar roof lealcs,foundstion vrail damg proofing failure,fire sprinkier system acrivation,ete. There may be cases whexe m�brane piacement may have a detrim�tal eff�t on the subgrade suppart system (e.g., expansive soits).Tn these cases,yoeu�decision will n�cl to weigh tite c�t of subgrade aptions�d the perfomaance risks. O1REP013(12/U8) AMERICAN ENGINEERING TESTING,INC. BASEMENTJRETAiNIlYG WALL BACI�ILL AND WATER CUNTROL DRAINAGE Below grade basements should include a perimeter bac�ll drainage system on the exterior side of the wall. The eacception may be whexe basements lis within free draming sands vvhere vwater will not perch in the backfill.I3ramage systems should consist of perfor�ted or slotted PVC drainage pipes located at the bottom of the b�ckfill trench,lower than#t�e intericu floor gra�de.The drain pipe s�hould be sutro�mdeci by P�P�'�Y�d filter r�k.A filter€abric should then envelope the filter rock,The drain pipe should be coffiected to a suitable me,ans of disposal,such as a s�p basket or a gavity outfall.A st�m sewer gravity outfall would be preferred ovc.r exterior gravit3'drainage,as the latter may fi�eeze d�uing wmter.For non building,axteri�retaining walls,weep holes at the base oftfie wall can be subsfzttrted for a drain pi�. BACI�ILLING Prior to trackfill'mg, dampproofmg or waterproofing should be a�lied on perimeter hasement walls. 'The bacl�ll materi,als placed against basement walls will exert lateral loadings.To reduce this loading by ailawing for dtainage,we recomme�nd usiag free draining sands for backfill.The wne of sand bacl�ll should extend outvvard framthe wall at ieast 2 feet,and then upwazd and outward from the wall at a 30 degree or greater angle fram verticai.As amiaimum,tlie sands used on this project should cantain no greater than 5%of pmtieles @y weight)finer than the#200 sieve and nor more ti�n 40%of the particles(by weightj finex t6an the#40 sieve.The sand backfill shoutd be placed in lif�s and compaeted with gortable compaction equipment.This cc��mpaction should be#o the specified levels if slahs or pavem�ts are plaeed above.Where slab or�vements are not above,we recommend capping the s�d backfill witi�a tay�of clayey soil to minimiae surface water infiltration Posirive surface drainage away fivm the building should a3so be maintained. If snrFace capputg or positive s�rface dreinage cannot be maintained,then tl�trench should I�filled with more permeable soils,such as the Fine Fiiter or Coarse Filter Aggregates defined in MnDt)T Specification 3149.Y�should�+ecognize that ifthe backfiil soils are not properly compacted,se�.#lements may occur which may a�ect surface�sinage away from t3�e buildiag. BackSlling with silty or clayey soii is possible but not preferred.These soils can build-up wate�r which increases lateral pre�sures aad results in wet wall conditions and possibie water infltratian mto t�e basement.Ifyou eled to place silty or clayey soiis as bacl�ill, we r�oaimend you place a pre�abrica�d drainage composite against tbe wall which is hydratilically c�aected to a drainage pipe at the base of the bacl�ill trench High plasticity cla3+s shwild be avoided as backfill due to 3�neir swelling potentiaL LAT�i2A.i,PRE..SSURE5 Lateral earth gressures on below gr�e walls vary,dePending vn backfill soil classification,bac1�11�mpaction and slope of the bacldll surface.Static or dynamic surcharge loads near the wall will alsa increase lateral vealt gressiue.For design,we recomm�d the following uttimate lateral es�th pressure values(given in equivalent fluid�e values}for a drained soil compaet,�d to 959�0 of the Standard Proctor clensity and a level ground surface. Equivakat Fiuid Density So�7'I�pe Active{pctj At Rcst(pcf� Sands{SP or SP-SA� 35 55 Sihy Sands(SlVn 45 65 Fine Grained Soils(SC,CL or NII.) 70 90 Basement walls are normally restrained at the top which re.strictc movement In this c�se,fi�e desiga laterai pressures should be�e"at rest"gresseu�e si#uation.Retainin�walis wirich are fr�e to rotate or deflect shouldbe desigaed usingt�e active case.Lateral earth pressures will be significantly high�than that shown if the�ll soils�nat drained and become sattuated. U1REP014(12108} AMERIeAN ENGINEERING'I'E.STIl�IG,INC. FREEZING WEATHER EFFECTS ON BUII.DING CONSTRUCTION GENERAL Because water expands upon freezing and soils contain water,sails which are allowed to freeze will he�ave and lose density. Upon thawing,these soils will no#regain their original strength and density.The extent of heave and density/strength lass depends on the soil type and moisture conditioa Heave is greater in soils vvith higher percentages of fines (siltsJclays}. H'igh silt content soils are most suscept��ble, due ta their high capillary rise potential which can create ice tenses.Fine grained soils generally heave about 1/4"to 3/8"for each foot of frost penetratian.This can ttanslate to 1"to 2"of total frost hea.ve.This total amount can be significantly grea.ter if ice Lensing occurs. DESIGN Ct)NSIDERATIONS Clayey and silty soils can be us� as perimeter backfiil, atthoagh the effect of their poor drainage and frost properties should be considered.Basement aress will have spe,cial diainage and laterai loaci requirements which aze not discussed here.Frost heave may be critical in doorway areas.St�ops or sidewalks adjacent ta doorways could be designed as struciural slabs support�on frost footings with vaid spaces below With dus design,movements may then occur between the st�uctural slab and the adjacent on-grade slabs.Non frost susceptible sands(with less than 5°10 passing a#20U sieve)can be used below such aneas.Depending on the function of surmunding aa�eas,the sand layer may n�d a thialmess transition away from the area where movement is critical.t�rth sand placement over slower drainu�g soils, subsurface drainage would be needed for the sand layer. H'igh density extruded insulation could be used within the sand to reduce frost penetration,thereby reducing the sand thickness needed. We caution that insulation plar,ed near the surFace can increase the gotential for ice gla�ang of the surface. The gossible effec#s of adfreezing shauld be considered if clayey or silty st�ils are�ed as backfill.Adfi�eezing occurs when backfill adheres to rough surfaced foundation walls and iifts the wall as it freez�es and heaves.This occurnence is most common with masonry block wails,unhe.ated or poorly hea#ed buiiding situations and cla.y backfill.The potential is also increased where bacl�ill soils are poQrly compacted and become sattu ated.The risk of adfreezing can be decreased by placing a low friction separating layer between the vvall and bacl�tll. Adfreezing can occur on exterior piers(such as deck,fence,ar other sinnilar pier foatings),even if a sma�th surface is provided. This is more likeiy in poor drainage si#uations where sc�ils become saturated.Additional footing embedmern andlor widened footings below the frost zones{which include tensile reinforcement)c�n be u�d to resist uplift farces.Specific designs would req�ire individual analysis. CONSTRUCTION CONSIDERATIONS Foundations,slabs and other improvements wluch may be affected by fia�st moveme�ts should be insulated from frost penetration during frcezing weather.If filling ffikes place during fr�ezing weather,ail frozen sails,snow and ice should be stripped from areas to be fill�prior to new fill placement The new f ll should not be ailawed to freeze during transit,placement or cc�mpaction.This shoiild be consider�in the projed schedutmg budgeqng and quantity estimating.It is usually beneficial ta perform cald wea.ther earthwork operations in small azeas where grade can be attained quickly ra#her than working larger areas where a greater amount of frost strigping may be needed. If siab subgrade areas freeze,we recommend the snbgrade be thaw�prior to floor slab glacement.The frost action may also require reworking and recompaction of the thawed subgrade. QiREPi)1�(12108) AMERICAN ENGINEERING TESTIN+G,ING Report of Geotee6sica!F�ploration a�id Review �' p a Ot�stafter Reside�ce;Eagan,Mmnesata AMERIGAN April 8,2015 ENGIIVRERING AET Project No.20-12963 TESTII+TG,INC. Appendi� A ■ �r� Geotechnical Field E�alc�ration and Testing Boring Log Notes unifiea soi� c�sific�tion sys�m F�gure 1 =Boring Locations Su�urface Boring Logs Appendix A Geotechnical�eId Eaploration and Testing AET Project No.24-129b3 .,�. . . �.�.�_......_. A.1 FIELD EXPL{3RATION The subs�face conditions at the site were eacplc�red by drilIing and sampling two (2) standard penetration test barings. The locations af the borings appear on Figure 1,preceding the Subsurface Boring Logs in this appendix. A.2 SAMPLING METHODS A.Z.1 Split-Spoon Samples{SS�-Calibrate�to N�Valnes Standaz�d p�etration {spiit-spc�on) samples were collected in general accvrdance with ASTM: DI586 with one primary modification.The ASTM test method consists of driving a 2-inch 4.D.split-baael sampier into the in-situ sail with a 140-pound hammer drop�d from a height of 30 inches.The sampler is driven a total of 18 inches inta the soiL After an mitial set of 6 inches, the number of hainmer blows to drive the sampier the finai 12 inches is lmown as the standard penetration resistance or N-vatue. Qur methad uses a modified hammer weight,which is determined by measuring the system energy using a Pile Driving Anatyzer (PDA)and an instrumented raL In the past,standard genet�ion N-value tests were performed using a rope aad cathead for the lift and dmp system. The energy iiansfemed to the split-spoon sampler was typicaliy l�ited to about 60%of its potential eaeigy due to the friction inherent in this system.This converted energy then provides what is Imown as an N�blow count The m�t recent drill rigs incorporate an automatic hammer lift and drop system, which has higher energy efficiency and snbsequently results in lov�er N-values than the traditional N�values.By using the FDA energy measurement equipment,we are able to determine actual ene�gy generat�by tt�e drop hammer.�Vith the various hammer syst�ms available,we have found lughly vaziable en�gies ranging from 559/o to over l0U'/o. 'Therefore, t� intent af AET's h�m�calibrations is to var}+the hammer weight such that hammer energies lie within about 60%to 55°fo of the theoretical eneigy of a 14t?-po�md weight falling 3U inches. The cuirent ASTM procedtue aclmowledges the wide variation in N-values, stating tha#N valu� of It�%or more have been observed. Although we have not yet determined the staiistical measurement uncertainty of our calibrabed method to date,we can state that die acc�acy deviation af the N-va1u�using this method is significantly bette�than the standazd ASTM Method. A.2.2 Di4fiarbed SamP�s{DS�SPin-nF SamP�C(SU} Sample tyges descnbed as"DS"or"SU"on the boring logs are disbubed samples,which aze taken from the flights of the suger. Because the auger disnubs the sacnples,p�sible soil iayering and contact c�pths shautd be considered appmximate. A.23 Samplmg Limitations Unless actuaily obs�ved in a sample,contacts betv�een soil layers are estimated based on the spacing of s�amples and the action of drilling tools.Cobbles,bouiders,and other large obje,cfs generalty camiot be recovered from test borings,and they may be present in�e ground even ifthey aze not uoted on the boring logs. Tk;termining the thiclrness of"topsc�iP'layers is usttalty limited,du�e to variations in tapsoil�fsnitian,sample necovery,and other faetors. V"�sual-manual description often relies on color for determinat'ton, aud fiansitioning changes can account for significant v�riation in thickness jndgment Accordingly, tbe topso� thiclrness pres�ted on the logs shoutd not be the sole basis for calculating topsoil stripping depths and volumes.If more accurate information is nceded relating to thickness and tapsoil quality definirion,alternate methods of sample retrieval and be.sting should be employed, A.3 CLASSIFICATION METHODS Soil descriptions shown on the boring logs a�+e based on the Unified Soil Glassifieati� (LTSC) system. The USC system is described in ASTM: D2487 and D24$8. Where labnratvey classification tests (sisve analysis or Atterberg Limits) have been perfotmed, acciu�ate classifications per ASTM: D248'7 are possibie. Otherwise, soil �scriprions shown on the boring logs are visual menual judgments.Charts are atlached which provide inform�tion on the USC system,the descriptive terminology,and the symbols used on the boring Io&s- 'Ihe boring iogs include descriptions of apparent geology. The geologic depasitianal origin af each soil layer is interpreted primarily by observataart of the soil samples,wtuch can be iimited. Observations of the surrou�ing topography,vegetation, and development can sometimss aid this judgcnettt� Appendix A-Page I of 2 AMERICAN ENGINEERING TESTING,INC. Appendiz A Geotechnic�l I�eld Exp�ratian and Testing AET Project No.20-i29b3 �. � _. A.4 WATER LEVEL MEASUREMENTS The growd water kvel measuremeats are shown at the bottom of the barmg lags. The following information appears under "Water Level Meas�ements"on�e logs: + Date aad Time of ineasurement * Sampled Depth:low�t de�ih of�il sa�nplmg st�time of ineasur«n�t • CBSiAg Depth:depth to bott�►afcasing�}rollow�aa aag��time of r�as�t • C2VL-111 Depth:depth at whhieh measu�8 taq�e stops in tfie botehok + R7ater I.evel:depth m tiu borehole where 5ee wate�is eacwuntered • Drilling Fluid I,eveL•s�ne as wat�r Lev�1,e�rcxpc ffiac the liquid in the bomhole is�rii(ing Suid The true lacation of tfie water table at the boring locations may be differeat than the water levels meas�ed in the boreholes.This is possible becanse t�►ere are several f�tors that can affect the water level measurements in the borehole_ Some of these factors include: pe�meabiiity of each soil layer in profile, pr�ce of perch� water, amount of time between water level readings, presence of drilling fluid,weather conditions,and use of borehole casmg. A.5 LABORATORY TEST METHODS A.51 Water Content Tesfs Cond�ted per AET Procedure Ul-LA,B-01Q which is�formed�generat accordance wifh ASTM:D2216 and AASHTO:T265. A.6 TF»ST STANDARD LIlVIITATIONS Field and laboraWry testing is done in generd(conformance with the descnbed pr�.Compliance with any other standards referenced within the s�ified standard is neither inferred nor implied. . A.7 SAMPLE STORAGE Unless natified to do otherwise,we routinely tetain representative samgles of the soils recovered from�e borings f�a period of 30 days. Appendix A-Page 2 of 2 AMERICAN ENGINBERING TESITNG,INC. BORING LUG NOTES DRILLING AND SAiNPLING SYNIBaIS TEST SYN�OIS .�III�O� DC�D1ti4II ��10I DC�IIIttOII AR: Sample of ma#erial obtained from cui�ngs blown out CONS: One-dimensionat cansaIida#ion test the top of the borehole during aa rotaiy procedure. -DEN: Dry densi#y,pcf B,H,N: Size of flush-joint casing DST: Direct sheaz test CAS: Pipe casing, number indicates nominal diamet�s m E: Press�ueme�r Mcrdnlus,isf inehes HYD: Hydrometer analysis COT: Clean-out tube , LI,: Liquid Limit,% DC: Drive c�sing;n�indicates diameter in inches LP: PressureYneter I.imit Pressure,tsf DM: Drillmg mud�'be�tonite slutry OC: Ozgauic Coutent,% DR Driller(initials) PERM:� Coefficient of peameability(K}test;F-Fielrl; DS: Disdabed s�ple from auger flight� L-Labaratory DP: Direct pnsh dr�limg; a 2125 mch OD onber casing PL: Plastic Limit,% with an imner 1% inch ID plastic tube is driven qp: Pocket Penelramet,er streng�ia,tsf(a�uoxmnate) continuously into the ground q�: Static cane bearing pressure,tsf FA: Flight a�ger; number �tdicates outside dimmeter m qn: Unconfined compre.ssive str�ngth,psf inches R Elecbrical Resistivity,ohm-cros HA: Hand auger;nQmbzr mciica�es outside diam�r RQD: Rock Quality Designation of Rock Core,in percent HSA: �iollow ste�t auger;number indicates iuside diamet� (aggregate length af core gieaes 4°ar more in length in�ches as a percent oftatat core nm) LG: Field logger(mitials} SA: Sieve analysis MC: Colmm�used to descnbe moisUae condition of TRX: Triaxiat compi+�ssion test samples aud�or t�e graund water ievel symbols VSR Vane shear sbrength,r�nolded(fieldj,psf N(BP�: St�dazd penetration resistance�T vatue)�ablovv�s per VSU: Vane she.ar strength,undisttubed.(fieid),Psf �foot{see nc>tes) VVC: Water c,ont�ent,as pescent of dry weight NQ: NQ wireline core barrel °/.-200: Percent of mat:erial finer thsn#Z00 sieve PQ: PQ waeline c�re barrel RDA: Rotary drillmgwith compr�.su�and roIler or drag STAN!)ARD PF.1vETRATION TEST NQTES bit . (Calibrated Hammer Weight) RDF: RotarY drillmg with drilling fluid andrnller or drag bit The stantdsrd penetration test cansists of dtiving a split spoon , REC: In split-spoon(see notes),direct pnsh and�walled smmplez witi�a drop hammer(c�brated weight varies to provide Uibe sampling. the r�vered 1� (m inches} of N�vatues}and cozmting the number of blaws applied in each of sample.In rock coring,l�e le.ngth of core recovered three 6°inereme�ts of peneiration If the sampler is driven less (eatpressed as gercent of the totat core �}. Z�o than I8" {usually m highly resistanx mateaial), Peimitted in lIIdit�T�S IIO S3Il1�IE IeCOYC!'BCL ASTM:D 1586,the blows for each complete S"increment and for SS: St�dard split-spoon saznpler (steel; 1.5"- is inside eachpa�tialincrement-isantheboringlog.Forpariialincrements, di�eter; 2" outside diameter}; ualess indic�ed the mimb�of blows is shown to#�e n.earest O.I'below 1i�e slash. atherwise . SU Spin�p sample from hollow s�n auger The length of sample recovered,as shoven an�e"REC"cohunn, TW: T7sm wall�l tizbe;n�umber indica#es�mside di�in may be gc�ater rhan tlte dist�e indicaxed in th.e N column.The inches • disgarity is be�ause the l+�value is recorded below the initial 6" WASH: Sample of materiat obtamed hy screenmg ret�ning set (uniess gartial pe.netra#ion defined in ASTM: D1586 is ro�ry�fluid ar by which has coIle,cted inside e�conntered}whereas the length of samnple recovered is for the t$e borel�oie si�er"faliing"t�erough c�illin�fluid �tire sampler�rive(which may evven extend more than 18"}. WH: S�p2er ad.vanc.�i by static weight of c�rill rod and hammer WR: Samplex advaaced by static weigiit of drill rod 44mm: 94 miliimetea wireline care bazrel �: Water level d"nrectty measured in bormg 0: . Estimated water 1eve1 based solety on sa�mple aPPearance O1REP052C(7/I1) AMERICAN ENGINEERIlYG TESTIl�TG,INC. TJNIl�D SOIL CLASSIFiCATION SYST�M AMER�CAN . A�TM Designafions:D 248'1,D2488 ENGIlYE�F.RIl�f6 TESTING,ING G�iuxia fiuA4si�ing C3mup Symbols md Group Namest��.,,,i'�.„�,,�� Soil{xassific�i� w�+'•6`�a+I+l�� QIOl1�! �fflt(g N A�BSCd OII 1�i�p8&Slilg�3-Ill $ ' ��}SiCVC. C�oarsaGtaiced Caavda�dae Ctean�Cxaveis G�D4�d IaCc4 GW Well�ded fidd semple ca�d�bbles� _ Soils More tLmn 3056� Le�s than 5% boulde�s,or bo$�, aikl awiik►twbbles or than 50% fr� [emmed fines� Gltut sad/or 1>Cc>3 GP Poorly giaded bouldas,otboth ta gronp mma retained on on No_4 sieve • �Cu�avels with 5 to l24G f�ss rcquaz duai No.20U sieve Cxavda with Fines ciassify as 1�.�I�I GM Sihy , symbols: Fmes�e QW-C�M w�-ga�gmvel weh silt t�u t2%fi�s� Fi�s clavs�'y as CL ar CH GC� Clayey gra CVV-GC well�gcavvel wgh clay ` �-CM P��Y P�B�et witU silt ss�sosc� c��n s� c��i� sw weu-�a cr-cc�r�s�,�o�y ,�of� �a�s�cs 's��►s�i�ss�.�a� s�� s° c�a�cva�i�i sr rooay�a s� sy�o� . - No_4 sieve sW-SM weli-g�aded s�d wiihs;it S�with Fi�claasify as A3L a�bSH SM Sihy SWSC wdl-�adod s�d wffie clay Fi�s a� SP-SM PooriY�sd�se�with silt ffiaa 1296 fiaes° �F�s ' ss CL�CH SC SP SC pootiy graded san�t wnh day FinaCna�ed S�its aad Ctays mo�ic PI>7 arai plats a�aabove CL Leaa cl Soiis 5094 or Liqaid tinaut less "A"Imei (D�2 mae passes tfi�58 PI<4 or[��s below MI, S - ��Uw�n �� the N4.200 A I'u� � Dwx Dm sieve � Lirnrid limit-ovea dried at15 �L � F t�p��, I.iquut lim�-�t t�rred if soil co�ains>13'K sand,add"with Cbert betow) �si�'�O �If fe�s� l�ass'�ify as CL�MI.,�dual Si7tc ffi►d Clays �rg�ic PI piofs on orabove A line CFI Fat cl - C�C�er SCv�M. Liqnid liaeit 50 ��e orgamc,add�oigamc or� PI ptots below"A"I� MH H7astic fuies"to g,rotp nama �f sa7�>I5�6 g�avel,add"with °� Liau�limit-0ven dried�_�s O� �� da Fa gra�gm�. g[a T.iquid li�-notdried � "`�� Oegan�s'2t"'"� soils�a C'L-MI:siliy c1ay. ��r � Pri+m�'ily o�gaaic m�asct Pr '�Itsaa co�ains ts to z9�.pi�s rto.200 ��7 ia color,�d cnga�ric ia o�r add"vrit�mnd"�"wBh gavdA, . whichever is ptocbm�mt. s�Eu�trss m �If.s,a.�il,�c,,o.�n,f.a,�in�s�t>30%plus Na.200, �-sm.rq'r��y'+"—'�r„rr.'—"{ far cHttifitatiee of fU�-�rabr/ullf r��y��u�y�� 1 � f M�l�IIIC 7RL7Men WSR-yrtl � ��' ° H � �'� '�[f aoil�>30'/.phu No.200, 4 �..rx.or k'-��. predomi�ntip�,d,add -grareily„ .p � a NOr12Y1Y1 Yt 7I�41e I.L�PS-S. ..S � �y\ f0 gnD[�O�IG. � W 1Mm PI��.7S$L'201 �Y �4 z. Ea■ti.sr u'-ire NPb4 aod pdots oa aabova"A"li�. � verrwa e u=is m vt= � G� °PI<4 or�ots bdow A"li� R q / Y ��Q9�� - m � �p�on��"A��e. �. - � � 4Pl plob bcdow"A"line. sd=�* � : �� W �Fiba Co�nt�o sttown betow. a o n � � M� �H a.asas� f (�v ro ' � � - ML�OL ` � . . ,� s , PARi1CFE 6�N iLLi�+ETBiS �p 1 � . q l0 16 ZO 30 s � BO 90 t I ' a'°�"~��° ��+s'L I.IOt11D t1Y1T(6L! � r3. �� , . . . - �� . �� ;$ �,.. ssrx":...: .. F?..a„� �..... -. �� - .,., �s . �,�. . . .,.�. .. >,'e s...�� -..a ir? -.. ._ .. . . -�.-.- .,.,__-.� ..�'. Graim S'ue Gtave[P«�es �onsi�+of YlasticSoils Relffiive Dms�of Nao-P9astic Sals T� Pmticie Sae T� • P� T�m N Nat�.BPF Te� N-Val�.BPF Boutdas Orer 12° A LiGk Gravd 3'10-14% Vay 5oft less than 2 Very Lm� 0-4 Ct�bbtes 3"Ao}Z' Widh Gkav+� li9/.-299G S� 2-4 Laose 5-t0 G�ave! !f4 sievefn 3" . Gmvelly 309G-50'16 F� 5-8 Meditm►Da�se l l-30 � ��m�g� 5tiff 9-15 Dense 3I-54 F�{sac��y� e��zoa$�e v«y 5�t� i�-3o v«y n� �s�� a cn�� I�i�urlFmst Ca�uion i,aruine I�Ides Peat Dessxintioa Orcaeic Desaintim�rd no lab�stsl ��) , Soils aze described ffi�,if soit is trot peat D i�Y� Ab�nso of�i4hae,dnstY,�Y m aod is judged m i�ave seifft�ie�st otg�ic fi�s �, Lam's�akons: Layas tess than Fiba GoaEeat M(Moist)- DmmP,a�hough 6ee w�n� �" i3►ick of Tertn (V'm:al Eatin�tel �m inftue�e tl�e Liqu�Limit�operties. � � . � �rl�v��ed��a�e cases. ,��o�a"), or aof�or. Faxic r"eaC G,utu m�►s/9G w�roots: hdgea to tmve�ic�qaantity SaV{Wed Fre�watcr v�ibk�to Hemic Pat 33-b7 ib ofroots to in6�ce the soil W�}: deacribe non-Qta�ic�oiis. Lea�: Pockeis or Iayeas Sapric P� I.as tlmn 33% - R'�g�hr sefans w �d�►ys• 'rc�e rootc: sc�t� 1�roo�pe�n�b�iwc judged ss�s�d s�d with silG thidc of�ing F(Frozen): Sail fro� ma�ial or�lor. �be ia s�t'kimt quac�iLy tb sig�afic�etiY aflFect sail propaties. O1CLS021(07�$) _ . 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AET No: ��-12� I,og of Boring No. i {p. l of 1) Project: Otterstatter Residence-3$62 Brid�ewater Drive;Ea�an,Ml�t �� Swface Elevation 870.2 GEOLOGY N MG S��E � FIIII I)&LABORATORY TESTS FEET MATERIAI.DESCRII'TION WC DEiV LL PL o-#2 FTI.L,mostly clayey sand,a little gtavel,tr�e FILL 1 r��'�� Ii M SS 32 14 2 FILL,mastly sand with silt,a little sand and 3 sandy silt,pieces of w�d,trace r�ts,brown,a 5 M SS 8 little ligttt brown 4 5 9 M SS 12 6 7 g a� M ss �z 9 i� 16 M SS 14 11 12 LEAN CI.AY,brown mattled,very stiff to stiff F1NE tu very sti$lens�s and laminaiaons of sil�sandy ALLWIUM silc anci sand{cL,) 17 M ss 1 a 2a 13 14 ii ii M SS 16 2G 16 1? 18 19 � � 2� IS M SS 14 24 � 21 � END Uk'BORLNG � � � Y DEPTH: DWLLING METHOD WATERLEVII. NOTE: REN'ER TO � SAMPLED CASING CAVE-IN IIRII,LdNG WATER � 0-19Ya' 2.25"HSA �A� �� DEPTH DEPTI-T DEPTH FLUID LEVEL LEVEL T�ATTACHED � 4J1/i5 I1:Oi1 21,0 19.5 21.0 None SHEETS FOR AN � F.I�LANATION OF o COMPI,ETTF.�7; 4/1/IS TERMIl�iOLOGY ON U a DR TK LG: SH,S ' : 7 TFIIS LOG 03/2011 Ol-DHR-060 A,NIERICAN � ENGINEERING SUBSURFACE BORING LOG �� TESTING, INC. AET No. 20-12963 I,og af Baring No. 2 (p.1 of 1) Projec� Otterstatter Residence-3862 Bridgewater Drive; Eagan,MN D�� Surface Elevation 864.8 GEQLOGY N MC SAMNLE REC FiFI.D&LABORA'PORY TFSTS FEET MATERIAL DESCRIPTION TYPE IN. �VC DEN LL PL o-#2 FII,L,mixture of ciayey sand and silty sand,a FILL � littIe gravel and sand,trace roots,dark bravm �q M SS 10 and brown 2 • 33 M SS 10 lfl 3 � FILL,mostly sand with sitt,a little gravel and silty sand,brown 5 6 M SS 12 6 7 $ u M ss i2 9 FILL,mostty siity sand,a littie gravel and sandy silt,brown,a little grayish brown �� 19 M SS 12 ll 12 FILIa,mixture of lean clay and sand,a iitSle gravel,gra3'ish bxown and brown 28 M SS 10 19 13 14 LEAN CLAY,a little gravet,trace roots,brown F3NE mottled,very stiff,lenses and laminatians of �-j-W� �� silty sand and silt(CL) 23 M SS i0 12 ', 16 17 18 LF.AN CLAY,a little gravel,gra.y�ttled,very stiff,lenses and lamiaations of wet sand and siit i9 (CL) � a Z� 16 SS 8 24 0 `��' zl END OF BORING � + r � DEPTH: DRII.LING METHOD WATER LEVEL MEASU1tEMEN'i'S NOTE: REFER TO � � �� DATE TiME S DEPTH D P'�TH D�P'iH FLUID LEVEL LEVEL T�IE ATTACI�D �, 0-19'/z 2.25 I3,SA � 411I15 9:34 21,0 19.5 21.Q i�ione S�TS FOR AN � EXPLANATION OF a TERMII+TOLOGY ON � COMPLEIED: 4/Il15 �� DR: TK LCr. SHS Ri : 7 03{2011 O i-DHR-060 Report of C�obxLn�al Esploration s�l Review o��a�;�,�,� �tuc�,x Ap�7 S,2415 ENGII�TEERTNG AET Praject No.2Q-12963 TESTING,INC. Appendig B Geotechtucal Report Limitations and Guidelines for Use Appendiz B Geotechnical Report Limit�tions and Gtu�elines for Use AET Project Na 20-12963 B.1 REFERENCL T'his appendix provides informatian to help you manage your risks relating to subsurface problems which are caused by consfruction delays,cast ovemms,claims,and disputes.This information was dev�elc�ped and provided by ASFE',of wluch,we ue a member fam. B.Z RISK MANAGEMENT INFORMATION B.2.1 Geat�hnical Services are Pedormed far Specific Parposes,Persons,and Proj�ets G�teclmical engineers structure tt►eir services to meet the specific needs of their clients. A geotechnicaI engineering study canducted for a civil engineer may not fulfill the ne�eds of a conslinctian con�or even another civil e�gineer.Because each geotechnical engin�ring studY is unique,each geotechnicai engineer�►g rePart is uniq�e,PrePared sotely for the clien�.No one except you shoutd rely on your geotechnicat engin�ing report without first conferring wii� the g�technical engin�r who prepared it And�o one,ncrt even yat�,should ap�ply_t�e report for anY P��P�J�except the one originally contemplated. B.2.2 Read the�all Report Serious problems have occurred because those relying on a geotechnical engineering report did not read it all.Do not rely on an executive summary. Do not read sel�ted elemeirts only. B.2.3 A Geotechoical Eagineeri�g Report is Based on A Unique Set af Project,Specifie F�ctors Geotechnical engin�s consid�a number af uaique,project-specific factois when establishing�e scope of a study. Typically factors incln�:the clie�'s goals,abjectives,�risk management pref�rences;the generat nature of the shvctare involved, its size,and canfiguratian;ii�e location of the sirucriue on the site;and other ptanned or existing site improvements,such as access mads,Parking lots,and underground utiiities.Unless the geotechnicai engineer who conducted the study speeifically indicates oth�wise,do not rely on a g�technical engineering report�at was: • not prepared for you, + not prepared for your project, • not grepared for t�e s�cific sifie explo�ed,or + completed before impo�tant project changes were made. Typical changes ti�at can erode the reliabiiity of an exisring g�technical engmeering report include those that affect: • the fime�ion of the gmposed structtue,as when it's changed from a parking garage to an office building,ar from a light industrial plant to a refrigerated warehouse, . • elevation,configuration,locatian,a�ievtation,or weight of the proposed strucnue, • cflmposi�oa of the design team,or • projed awnetsshig. As a general rute,aivvays inform your geotechnical engineer of project changes,even minor ones,and request an ass�sme�of 1.�eir i�npact Geotechnical engineers cannot accept responsib�ity or liability for probiems that occur becau�their re,�wrts do not consider developments of which they wexe not informed. B.2.4 Su�arface Conditioas Can Change A geotechnical engine�ering report is based on conditions that existed at the time the siudy vv°as p�formed. Do nat rely on a g�technical engineering report whose adequacy may have been affected by:the passage of time;by man-ma�events,sneh as construction on or adjace�to i�e site;or by natural everns, such as floods,eaithquakes,or groundwater#luctuatioas.Always con�ct the g�technical engineer before applying the repc�rt to determine if it is still retiable. A minor amount of additional testing or analysis could prevent major prohlems. 1 ASFE,8811 Colesvilte Raad�Suite Glif6,Silver Sgring,NID 20914 Telephone:301/565-2733:w�vw.asfe.ore Appendix B—Page I of 2 AIFitERICAN ENGIIVEERING TESTING,INC Append'u B Geotechnicai Report Limitations and Gnidelines for Use AET Project No.20-12963 B.ZS Mas#Geotechaics!�ndings Are Profes.cional Opinions Site e�ioration identified subsorf�ce conditions anly at thuse points where subsurface�ests are conducted or samples are taken. Geotechnical engineers review field and taboratory dab and then apply their professionsl jndgment to render an opinion about subsurface conditions throughout the site.Acwal suissurface conditions may differ,somerimes significantly,from those indicated in your report.Retaining the geotecl�nicat engin�r who developeti your report ta provide cflnstructian observation is the most eff�tive method of managing�e risks ass�iaied with unaaticipated conditions. B.2.6 A Report's Reco�meudations Arc Not�aal Do not overrely an t�e construuction t�ammendations included in your report.T1►ose recommendatitsns are not final, b�ause geotechnical eagineers develop them principally from judgment and apinian. Geot�hnical engineers can fiaalize their recammendations anly by observing actual subsurface conditions reveated dnring constructioa 7Yie g�t�hnical engineer who developed your �port cannot assume responsbility or liability for the report's recommendations if fliat engiaeer does not perform construdion t�bservation. B.2.7 A G�tethnical EBgineerm�Report Is Sabjcct to Migsinterpretatiou Other design t�m members' misinterpretation of geotechnical�gineering reports has resulted in castly problems. Lower that risk by having yau�geotechnical engineer confer with appropriate members of the design team after submitting the report.Also retaict your geot�hnical engin�to review per�nent elements of#he design team's pians aixi specifications.Contractors can also misinterpret a geotechnical engiaeerinS report Reduce that risk by having your g�technic�l engincer pazticipate m prebid and preconsttuciion eonfer�nces,and by providing construction observation. BZ.8 Do Not Re�raw t�e Engiaeer's Logs Geot�hnical engine�rs prepare final boring aud testing logs based upcm their int�cpretation of field lags and laboratory da#a.To prevent ertors ar omissions, the logs included in a geot�hnical engineermg report shonld never�e redrawn for inclusion in grchitectural ar other c�sign drawings.On1Y Phatog�aPhic or el�nic r��roducti�is�ceptai�ie,but rEct►gnizes that separating logs from the report can elev�te risk. B.2.9 Give�ontractors a Canplete Report asd Guidance So� owners and design �of�sionals mistakenly believe they can maka contrac#ors liable for unanticipafed subsurface conditions by limiting wl�at they provide for bid prepar�t�on. To help prev�t costly p�ble�ns, give contractars the complete ge�t�hnical engineering report,but preface it with a cl�rly written lett�of Uransmittal.In the letter,advise cantraEtors tliat the report was na�prepared for purposes of bid development and ffiat I�e report's accuracy is limited;encourage them to confer with the gec�tecbnical engmeer who prepa�ed ii�e report(a modest fee may l�required)andfor to conduct additional stud}r to obtain the specifie types of infarmati�they ne� or prefer. A prebid confere�ee can also be vatuable. Be sure contractors have sufficient time to perform additio�l study. Only then might you be in a position tv give contractors the best information available to yoq while requiring them to at least shaze some of the financial responsibili�es stemming from u�nticipated conditions. I B.2.10 R�d Responsibiliiy Prov�sions Ck►sety Some clients, design professionals, and oantractois do not recognize that geotechnicat engineering is far less e�cact than othee engineering disciplmes.This lack of imderstanding has crea#ed imrealistic e�tions that 5ave lad to disappoinhnents,claims, and dispute.s, To help reduce the risk of sueh outcames, geote�hnical e.ngincers commonly include a variety of explanatoiy provisions in their report. Sametimes labeled "limitations" m�ny of t�►ese provisions indicate where geotechnicat engineers' responsibilities begin and end,to hetp others re,cognize iheir own r�sponsbilities aad risks.Read t�ese provisians closely.Ask questions.Your geotechnical engin�r should respond fiilly and fraakly- B.2.11 G�enviroamental Concerns Are Not Covered The equipmem, tectmiques, and personnel used to perform a geoenvironmental s#udy differ significantly from those used to perfcxm a geoteclmical study. For that reason, a geotechnical engineering report dces no#usually relate any geoenvironmental findings, canclusions, ar recommendations; e.g., about the iikelihood of encou�ering undergraund sGarage tanks or regulated cantaminants.Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own geaenvaonmentai informarion, ask your geotechnical consuttant for risk managennent guidance. Do not rely on an �viranmemal report prepared for someone else. A.ppendix B—Page 2 of 2 AMERICAN ENGI1+tEERING TESTING,INC � o �7 tn p ' � � � ip � cp ri�i • p. ` i �k . � � � � a � ' � �� `4 j' � � ` . � \� , � V � ^ Y � C 1 Q � �y� � 1F CIV c..0 � p CN L� � O r* w � � m � O o � m p tD m a =�� . � o m� _�3 � O o 3 � _. _ .__ --- _ �. � v, �-- v� � � r� m aa v'' Gl -' � ,.,� -�_ ._ __ — ---- � - -- --- -- � � � � ? m c, o �`-�3, m ._._._.. _____ o�. m � m � �s � tn • x �� n � �� p m co o � o � n � m = N tn � � m .� i" -o � '�cn � m � '� o0 � � �? 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F��I�� L�� Prepared By: Kevin Moe Custom Air 4850 Normandale Ct. N. Stillwater, MN 55082 Thursday,June 04,2015 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. t i ,,,-:. i i /�� xK, �.,.5 f _..Y�� i'7 l,�,:�'� � %�'��"f'/y" �::.�.. '! 3:.. ,._ ,1N�. r��%��///'� y y' .y��s,,i'� � . �,i j ,,��, /i / �/��%%r � " � �:�'.,lr x 4 ,� � ; .:..,,,,, ��f%/'.��/ ;/�� 'ti.��p��/`i��/� /i//�,%�y��..��. .�;.��,��'"`"��,y�r"�'�,'r'��'"�g ,s.. � �."i,�' .,,.�a ,. , i,i �h ,!„i�� ,�/ry� ��,f'��„�; �i�"' 1,�� Pi,l' i`/ x�',� �"" � . „�"'..� .� ; v � ��yi��,.h�%�'��i�,��,�,,,�- ��,%�;,,'ii�;�i� /''" r �:,,.:��„�� ;�;k�,�,m �,.,,_y��N�� ,� �� ;�'�� ,x, �� '� Project Report Project Title: Otterstatter 2 � Designed By: Kevin �� Project Date: Tuesday May 26, 2015 Company Name: Custom Air JU� � 5 2��5 Company Representative: Kevin Moe Company Address: 4850 Normandale Ct. N. Company City: Stillwater, MN 55082 A � r ,.�= h ,�_ , .w ..--.. ,...��'�`' .�� . �`�a` a -r�� `� '' ,x._ . � :.zx�;% �"�:Y � a � , �.., �,„• Reference City: Minneapolis/St. Paul AP, 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 Drv Bulb �IVet Bulb Rel.Hum Rel.Hum Drv Bulb Difference Winter: -15✓/ -11.42 n/a n/a 70 n/a Summer: 88 Y 71 44% 50% 75 24 } ;-� �< �m � ,. �� , � ,� � ��. �.. � �� -� �� .��.��-� ,..- . : ; . . Total Building Supply CFM: 1,815 CFM Per Square ft.: 0.239 Square ft. of Room Area: 7,588 Square ft. Per Ton: 1,762 Volume (ft3) of Cond. Space: 82,592 ��;�� ,- ��' .,�., ��wR ��-" Total Heating Required IFncluding Ventilation Air: 141,059 Btuh 141.059 MBH Total Sensible Gain: 3 ,995 Btuh 77 % Total Latent Gain: 11,671 Btuh 23 % Total Cooling Required Including Ventilation Air: 51,666 Btuh 4.31 Tons (Based On Sensible + Latent) , �� > �� ,. �� ° �x,.s �� y ��.�,; � �,fx�r �...��__��.� �.�,. *� o _„�� ,��,�� s:_ ��,��x �;;� . `, �� „�� ;�:�- 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\Kevin\Documents\Elite Software\Rhvac 9 Projects\Otterstatter 2.rh9 Thursday, June 04, 2015, 3:23 PM � � v,,,,, �� y;,��,; ;, �,,, ,,,.5,. , ,., „ � � �, , , � i �sti�i �l��` '�, ��r�'� . � . / ":✓y �%�ty�'/x%�%'�'�'��`��y�/�� '��h�'i�%j�f/��l/6i��/�f� �"`" �.� n , ; i ��s ry iiy,,.t%i yr�ii�"�J �y'� ,i�� ii N ��i r ��s� :., ;�� y� , ,�v� ; y, y,, i.��y�✓`y �i`-�''��„��%%��,,�','�J�;,,F,��i,, ; , ."�� .,� f<�r�,�, �,!y 11�iscellaneaus �eport �._: � � . , � �- -. �� e E � �W� �� . �h Winter: -15 -11.42 100% n/a 70 n/a Summer: 88 71 44% 50% 75 23.51 � ,.� s>> >., . . F . ,s. � �, ,.. � , , _ .. . ,. ,. �.,, � , � �� Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes ��_�'°��r�� Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wgJ100 ft. 0.1000 in.wg./100 ft. �(J� Q 5 20'� Minimum Velocity: 650 ft./min 450 ftJmin Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. ;�. _ �, � � ��. � �, �r ��o � ��. � s � ��,� � , . �4�x, : � �:, .� .�, �� >x� Winter Summer � Infiltration Specified: 0.100 AC/hr 0.050 AC/hr ___ _ 114 CFM _ _ _ _57 CFM _ Infiltration Actual: 0.537 AC/hr 0.582 AC/hr Above Grade Volume: X 68,243 Cu.ft. X 68,243 Cu.ft. 36,641 Cu.ft./hr 39,747 Cu.ftJhr X 0.0167 X 0.0167 Total Building Infiltration: 611 CFM 662 CFM Total Building Ventilation: 150 CFM 90 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 13.87 = (1.10 X 0.970 X 13.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 15.51 = (0.68 X 0.970 X 23.51 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 90.72 = (1.10 X 0.970 X 85.00 Winter Temp. Difference) Winter Infiltration Specified: 0.100 AC/hr(114 CFM), Construction: Tight Summer Infiltration Specified: 0.050 AC/hr(57 CFM), Construction: Tight C:\Users\Kevin\Documents\Elite Software\Rhvac 9 Projects\Otterstatter 2.rh9 Thursday, June 04, 2015, 3:23 PM '� � � '°,2//"y fi/�,"ii s � 1 � 5 / / Y. ✓„�i, t / .. YI��N/i�'�� ,�0, ' , . � ��%7%/// //�'/�'��y. � ��.�/��Pf/'J�� t°�y�/"'�'/ ?/i/y��l �..,,F...W�.,;L.:�: ., :�: , ' X. vf:�4�'�',y�-:�'��.. , y<r , .Y6,. � , r�,�,;,,o�/�i�i�y�f�`��/f i s��,��1/io%��'��'y ji�", g-r� ��'� r,y � ' i i�� i �� i�y� i j �i/H �� o , �. ; �'H�, /, �� ,��,, ,.� �.,,„�iihs- �,� �,,i y�,✓,�,t.�ti �i,;�.,,, � y � ��"�nr,��.�� 7"otal B�ilding Surr�mary Loads � � � * � �� ; , � � 9, .�.s � � -°_ � � , , a � � �.� �� _ �.�: � . .. New Material: Glazing-high perfromance, u-val�ue 0.31, 619.3 16,319 0 12,775 12,775 SHG-C�.- New Material: Glazing-high performance, u-value 0.3, 24 612 0 356 356 SHGC 0.24 � New Ma eria: Glazing-high performance, u-value 0.27� 155.5 3,570 0 3,828 3,828 SHGC Q3_4 New Material: Glazing-high performance, u-value 0.28, 21 500 0 392 392 S H � 0 33 "'�-'"'� New Material: Glazing-hifg performance, u-value 0.32, 100.6 2,736 0 972 972 SHGC 0.29 New ateria: oor-lowe glass door � � �v ��/� 72 1,836 0 519 519 11 N: Door-Metal - Polystyrene C y T�' 24 714 0 202 202 ', 15B0-15sf-4: Wall-Basement, R-1 oard insulation to 2090.8 9,770 Q 824 g24 ' f l o o r, n o i n t e ri or finis 'f loor dep t h I 12D1-Osw: Wall-Fram R-21 closed cell2 Ib. sprayfoam 1353.9 8,746 0 1,794 1,794 insulation in 2 x 4 s avity, no board insulation, siding finish, wood studs 15B21-Ow-8: Wall-Basement, , framing with R-21 ill to 990 3,541 0 62 62 floor in 2 x 6 cavity, core, no board insu n, plus interior finish, wood s, 8'floor depth 12F-Osw: Wall-Frame R-2 insulation in 2 x 6 stud 2300.9 12,713 0 1,988 1,988 cavity, no board insu ation, siding finish, wood studs New Material: Roof/Ceiling-Roof Joists Between Roof 1236 2,627 0 803 803 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, R40 ,�Q�iMY� C"P"' U/''�r/L S'�/V� New Material: Roof/Ceiling-UnderAttic with Insulation on 3176 4,589 0 3,186 3,186 Attic Floor(also use Knee Walls and Partition Ceilings), Custom, R60 oof insulation 21 B-32: Floor-Basemen , oncrete slab, any thickness, 2 3176 3,779 0 0 0 or more feet below grade, R-3 or � er igs�l�ion -�/� Pin�r4,,,� cs�.ry �yyQc�,S .�u,.j'h,Y. installed below floor, any floor cover, sho�est side of �' floor slab is 32'wide _.. __..... _.. _....._ _...__ __...... Subtotals for structure: 72,052 0 27,701 27,701 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 611, Summer CFM: 662 55,399 10,275 9,191 19,466 Ventilation: Winter CFM: 150, Summer CFM: 90 13,607 1,396 1,249 2,645 Exhaust: Winter CFM: 750, Summer CFM: 750 AED Excursion: 0 0 1,854 1,854 _----..__..._. _..__. ___.. _ ___._...--- _ .._._--------- _ __.._ _._.. _._... _ Total Building Load Totals: 141,059 11,671 39,995 51,666 " � �*,�„ r� _,„ � �� ,:,� �"z��%>� ��.. .��'�"� ';' z .. v �x..,� �M.,�, �_,. � . _,�a .. ` , . Total Building Supply CFM: 1,815 CFM Per Square ft.: 0.239 Square ft. of Room Area: 7,588 Square ft. Per Ton: 1,762 Volume (ft3) of Cond. Space: 82,592 �,A 9 b ' ��.�-��'r��'Sr�i,�� a��''��"� ",��+' �-`��.'¢ ��'�'�' , -, . ... .,,. .. , , . � r x.� Total Heating Required Including Ventilation Air: 141,059 Btuh f 141.059 MBH Total Sensible Gain: 39,995 Btuh 77 °/a Total Latent Gain: 11,671 Btuh 23 % Total Cooling Required Including Ventilation Air: 51,666 Btuh 4.31 Tons (Based On Sensible+ Latent) � 'v��' E�,:��6� ��;�� ,�� s , � e, � _,_ �, �.��., x. � . � �� :� � , �� E. � �� 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. C:\Users\Kevin\Documents\Elite Software\Rhvac 9 Projects\Otterstatter 2.rh9 Thursday, June 04, 2015, 3:23 PM „�� i� ,.H:%yv��::xy��:�:%Y:»�yf�/sr:s��:�” -%v';��'r�n:A,tssas': ;,, � , i v,�, .� � �� ,�� ..�r Y��;��✓%%yi� y �i%i ��y/ �y��'� ��'��x��::.'',; y i v %�o �/'�a,'�,/�'�.'%,y�/-:>,�,✓;,� �-y..�;/;.;, �-,.,,t�.j:ul,,,,,,F�/�"�;, i� � � , �;�r, "H . 'ati^ �, l/ ..!�/�/ r� ��i�ii �i �.l r ..�i�/'✓J/r��. >�� r/ -� /, ° r�� vi� P s ,, �� / �% a�7��lsi�%/��i/.�/ �f�a c n9/ /�/Xf� r� � � � �y �F/y Y��i� � r� .� , , i , ".,,�, �'�%i„yu,�r'�� tif'/„�ii/�%%i%�i�.s��i,�,,'�✓i „ ;,, � �, % , ;;,'�',,,��,�,;,�� „ Detailed Room Loads - Raar» 9 - Sport Co�rt (Avera e Load Procedure) � ,� <� :'.'3; >*,`-'".✓:�£�o„?��b: - 4 �- �. _ �.. , ., `.... � . ... . .--�. ,., �. „ .._... :__. s; . _.. .. Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: �� 1 Room Width: n/a Zone Number: JUN O 5 �015 1 Area: 1,236.0 sq.ft. Supply Air: 227 CFM Ceiling Height: 18.0 ft. Supply Air Changes: 0.6 AC/hr Volume: 22,248.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 32 CFM Runout Air: 76 CFM Percent of Supply.: 14 % Runout Duct Size: 5 in. Actual Summer Vent.: 11 CFM Runout Air Velocity: 554 ft./min. Percent of Supply: 5 % Runout Air Velocity: 554 ft./min. Actual Winter Infil.: 158 CFM Actual Loss: 0.246 in.wg./100 ft. Actual Summer Infil.: 171 CFM x t� � r,x�"��°��,.��'�� ..� - ��3,, ;�:> .i� �, ,��„e.s � :� � �, ,�� r`� _ ,4F;»�, =n.� W-Wall-15B0-15sf-4 30 X 18 � 540 0.041 � 4.7 2,526 0.4 0 214 N -Wall-15B0-15sf-4 44 X 18 792 0.041 4.7 3,705 0.4 0 313 S-Wall-15B0-15sf-4 44 X 18 758.8 0.041 4.7 3,539 0.4 0 297 S-Gls-New Material shgc-0.31 24 0.310 26.4 633 18.1 0 435 0%S (3) S -Gls-New Material shgc-0.31 0%S 9.2 0.310 26.4 242 18.2 0 167 UP-Roof-New Material 1236 X 1 1236 0.025 2.1 2,627 0.7 0 803 _.... _..._ _ _...... _..._.._. _--____... __.... Subtotals for Structure: 13,272 0 2,229 Infil.: Win.: 158.0, Sum.: 171.4 1,657 8.651 14,333 1.435 2,658 2,378 AED Excursion: 232 _._..... _..___ ___.._. _._. _ _..____ __ _ _......_ _.____ ___. Room Totals: 27,605 2,658 4,839 C:\Users\Kevin\Documents\Elite Software\Rhvac 9 Projects\Otterstatter 2.rh9 Thursday, June 04, 2015, 3:23 PM ,,,Mr; ;G-�� s'?'l,'�'y-'y��".(,;%/�;,;::!;:i%y;�i;"''v;';/i ,vGij -�,%r,�'� ;a;,,�'„-. �// ,� 9 /i ' ii i � " „ � � / ,..�.�; _..y ../�� 6%r''y. ,t . y.. ..� j ".y � %'.�/.!%��,,�.�y'//�. ..,.,/.. �� z/�'/,�,��;ss �.�, /j� �y��„��;is!�?�„ ��/� yy,�i *t �� ,r,� �N�''i%;ti',., ,€�s-��;�,�'��i�� ,� � Hr-> ^ ,,,-,., �� ,<,;Hi �i,� i��j� .//�� yiJ v iy�°' �i¢'� ,i�fi� �� .v �� ,, i, �,,,,._� , y�/� ��1.//�l 3!�N�i'��ti,./�,, .,, 5 ��i'f,'�� ii�'�'�. /y/y�.. /�e,/y �j�y 96G'�� i:�� .�:,�. ��`"'��„ �,?�'J�m r � ,,. 'O, . ��/-.�i'�,;,. �� / :'�h%�%.% � � �,.,: Y �:`:i� .<��!��H.�;?�r .,/ �:G:r: H,i'i�. ., � .,,, i ., ih.,u ,i..i, �;lv..iiiiiiz,i yi`,;hn.i,2 . , , Detailed Room Loads - Room 2 - 8asement (Average Load Procedure) e�., �. `��,� -�se��..,_� �%�� .� r �,�-�-w"�""r+ z��.�,'x �,�x� �� . �, ' „�w -. - t`N ,.,. .,vv��t"�...,� e � .. �x��"'��,�=�*s�au'��s�,�:,`�` Calculation Mode: 4Htg. &clg. Occurrences: 1 Room Length: n/a System Number: �� 1 Room Width: n/a Zone Number: 1 Area: 3,176.0 sq.ft. Supply Air: �� 556 CFM Ceiling Height: 9.0 ft. Supply Air Changes: JUN O � 1.2 AC/hr Volume: 28,584.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 6 Actual Winter Vent.: 47 CFM Runout Air: 93 CFM Percent of Supply.: 8 % Runout Duct Size: 6 in. Actual Summer Vent.: 28 CFM Runout Air Velocity: 472 ft./min. Percent of Supply: 5 % Runout Air Velocity: 472 ft./min. Actual Winter Infil.: 170 CFM Actual Loss: 0.139 in.wg./100 ft. Actual Summer Infil.: 184 CFM £ � �� ` �� r,v...s � � � �� £�� ,� �� ,�� x� ,� ��t;' � � � S -Wall-12D1-Osw 137 X 9 � 1008.9 0.076 6.5 6,517 1.3 0 1,337 E-Wall-12D1-Osw 49 X 9 345 0.076 6.5 2,229 1.3 0 457 N -Wall-15B21-Ow-8 78 X 9 702 0.039 3.6 2,511 0.1 0 44 W-Wall-15B21-Ow-8 32 X 9 288 0.039 3.6 1,030 0.1 0 18 S-Door-New Material 3 X 8 24 0.300 25.5 612 7.2 0 173 E -Gls-New Material shgc-0.31 48 0.310 26.4 1,264 33.0 0 1,584 0%S (2) E-Gls-New Material shgc-0.31 48 0.310 26.4 1,264 33.0 0 1,584 0%S (2) S-Gls-New Material shgc-0.31 63.6 0.310 26.4 1,676 18.1 0 1,152 0%S (4) S -Gls-New Material shgc-0.31 79.5 0.310 26.4 2,095 18.1 0 1,440 0%S (5) S-Gls-New Material shgc-0.24 0%S 24 0.300 25.5 612 14.8 0 356 S-Gls-New Material shgc-0.31 0%S 33 0.310 26.4 870 18.2 0 599 Floor-21 B-32 1 X 3176 3176 0.014 1.2 3,779 0.0 0 0 _....... _...--- __----... ----- ____._ ......._ __.__.._. Subtotals for Structure: 24,459 0 8,744 Infil.: Win.: 170.0, Sum.: 184.4 1,783 8.651 15,424 1.435 2,861 2,559 AED Excursion: 568 ____ _..._ _.._._ _-- _._....._ ____ Room Totals: 39,883 2,861 11,871 C:\Users\Kevin\Documents\Elite Software\Rhvac 9 Projects\Otterstatter 2.rh9 Thursday, June 04, 2015, 3:23 PM ';% %-' ��'�.''ii��.N,F��.,G �� vr��m5 iYf s � .�^' /%H/��// �� ' s� � f�.s�s ,'' ., .....,, i y/9/9f �y / 6%�9f'./....5..'/ s i i �,,�/%�/ /// Y yy s �La� '��' �' ��f/ s �//� ��' ��'"� / y��y'Gi��,.;° s rysr li' F � vs�,.3` �'y��F�.::,.2. 9 F�� . ,,, r��/�/�'y,:i✓, ;�� 5%/�/�'iy�� '�l`ar �ij� ii✓�r� i r 1 � x' " � v r , , / . ''' ,i;� /if��/ / /�"i�'h, �r �< ��,,,i /,r��y�y/,�jSr� ;:,' �-., y `��x�%"%L.,u%'�fi�'?�/`�'.✓" v'"�Z�",� N , �: %� �'�'� ,,,,., �'��,�!,,,, i��yv�y��i��'�v,f'; �" � „ ,u��r,,..yy„ �,�,: w �,�, �� ,, , Detailed Room Loads - �?aorr► 3 - �st Flaor(Avera e Load Procedure) � ::� �, , � � ��: � ��. Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: �� 1 Room Width: n/a Zone Number: �UN 0 5 2015 1,032 CFM Area: 3,176.0 sq.ft. SupplyAir: Ceiling Height: 10.0 ft. Supply Air Changes: 2.0 AC/hr Volume: 31,760.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 10 Actual Winter Vent.: 71 CFM Runout Air: 103 CFM Percent of Supply.: 7 % Runout Duct Size: 6 in. Actual Summer Vent.: 51 CFM Runout Air Velocity: 526 ft./min. Percent of Supply: 5 % Runout Air Velocity: 526 ft./min. Actual Winter Infil.: 283 CFM Actual Loss: 0.172 in.wg./100 ft. Actual Summer Infil.: 307 CFM �. � ,�� =�� . '`� � � , �.x ,�,�� ,�� g r � � ° ° �,�• ��;. ��' ��>;y � _ :.�: E-Wall-12F-Osw 71 X 10 647 � 0.065 5.5 3,575 0.9 0 559 S-Wall-12F-Osw 54 X 10 390 0.065 5.5 2,155 0.9 0 337 S -Wall-12F-Osw 26 X 14 62.5 0.065 5.5 345 0.9 0 54 N -Wall-12F-Osw 70 X 10 575.4 0.065 5.5 3,179 0.9 0 497 W-Wall-12F-Osw 65 X 10 626 0.065 5.5 3,459 0.9 0 541 S-Door-New Material 3 X 8 24 0.300 25.5 612 7.2 0 173 W-Door-New Material 3 X 8 24 0.300 25.5 612 7.2 0 173 N -Door-11 N 3 X 8 24 0.350 29.8 714 8.4 0 202 E-Gls-New Material shgc-0.31 8 0.310 26.4 210 33.0 0 264 0%S (2) E -Gls-New Material shgc-0.34 55 0.270 23.0 1,262 35.3 0 1,940 0%S (2) S -Gls-New Material shgc-0.31 72 0.310 26.4 1,898 18.1 0 1,306 0%S (2) S-Gls-New Material shgc-0.31 90 0.310 26.4 2,372 18.1 0 1,632 0%S (4) S-Gis-New Material shgc-0.31 90 0.310 26.4 2,372 18.1 0 1,632 0%S (4) S -Gls-New Material shgc-0.33 0%S 45 0.270 23.0 1,033 18.5 0 834 S -Gls-New Material shgc-0.34 18 0.270 23.0 414 19.0 0 342 0%S (2) S-Gls-New Material shgc-0.33 0%S 21 0.280 23.8 500 18.7 0 392 S-Gis-New Material shgc-0.34 0%S 37.5 0.270 23.0 861 19.0 0 712 S -Gls-New Material shgc-0.31 0%S 54 0.310 26.4 1,423 18.1 0 980 N -Gls-New Material shgc-0.29 19.4 0.320 27.2 526 9.7 0 187 100%S N -Gls-New Material shgc-0.29 10.8 0.320 27.2 292 9.7 0 104 100%S N -Gls-New Material shgc-0.29 10 0.320 27.2 272 9.7 0 97 100%S N -Gls-New Material shgc-0.29 25 0.320 27.2 680 9.6 0 241 100%S N -Gls-New Material shgc-0.29 12.5 0.320 27.2 340 9.7 0 121 100%S N -Gls-New Material shgc-0.29 11.5 0.320 27.2 313 9.7 0 111 100%S N -Gls-New Material shgc-0.29 11.5 0.320 27.2 313 9.7 0 111 100%S UP-Ceil-New Material 3176 X 1 3176 0.017 1.4 4,589 1.0 0 3,186 ___._ _..__. __. _ _.... _....... Subtotals for Structure: 34,321 0 16,728 Infil.: Win.: 282.7, Sum.: 306.6 2,964 8.651 25,642 1.435 4,756 4,254 AED Excursion: 1,055 __.... _.__..... _..___ _._- _ _ _ _.._.. Room Totals: 59,963 4,756 22,037 C:\Users\Kevin\Documents\Elite Software\Rhvac 9 Projects\Otterstatter 2.rh9 Thursday, June 04, 2015, 3:23 PM � t � ;� �//�5 1;:!/�/�!��:y :�� w"/.l�'%%�..>,`% r s�� F, ,,,,.,,„� „ _�� l��i /�� Y /Irl�/�i�% 9' � -, ,�< � ,� . ,;: � f�.,....,-, . v v..:/ - /i..q�,�/;�:;- �� /ei.z;v.r,i r .��... � . .... . .,.g. ' ti i // s l/f// ti.� f'./ �,'.,// Y,,.Yr•,:Y.,%.f/`;:�yis;;,� X/., %�fi7/�� ,�s��'�%y.,�f'✓o%y... j ..�y . . ,.. ,..„.. ":% �1../ �,i;�s�//j �� / ,,,,,%„ / !/ ��f,.�"f/v�'�>�.� �/;r�g,s%`N�'�, °� k•�.�'y„3�%.,��'yx� �/i� �,/!,% s/�,.9�ti� � � 'ir�i�,.�.:5 �'✓fas �r�i r v��y�9i�i,`� � �.,i�5�"%N!�'% �s � .. �,s..y ' /;'"ci' . ' �'��„��F%,�%, � //,�r�i:�''��'`�',!h h`�y„�`�,y�;�y��'�, , y��;�`.�`��/ %, ,, �� 5�y3 �rt�� /. ,,/,u,/f. ��r-�u,/',a System � Room Load Summary € � � � -��'z�^�„P.,�ry�� '^s��+x,'-�:w � �a£�, 's",,,-�"-:d s> ��,,; ` �� - s �� *� . x:� ;� ��.,s'� ",`.�:, � :.' ��.�� s�S � � - � � a�.��. �� '�z, ��..�s"'� ��`o;��^* '�.��'��`"`% a�=��: ---Zone 1--- 1 Sport Court 1,236 27,605 370 3-5 554 4,839 2,658 227 227 2 Basement 3,176 39,883 534 6-6 472 11,871 2,861 556 556 3 1st Floor 3,176 59,963 803 10-6 526 22,037 4,756 1,032 1,032 Ventilation 13,607 1,249 1,396 _. _._ _____. . ...____ _....... _._. _....__ System 1 total 7,588 141,059 1,706 39,995 11,671 1,815 1,815 _._. -____ _ _. System 1 Main Trunk Size: 18x18 in. �'�� Velocity: 807 ft./min Loss per 100 ft.: 0.067 in.wg JUN � 5 2015 .� , .� fy e� .� , �- ;.�. � � ,,. 4 �. • . . � � , , , � ,�„�,��.._ , �' s�� ,� �� ,:t. ��,. � � �� -�� ,.� �'�,�� ,�- _��€��, ��.. � �- �..� s o< �'a �.�ys`�� .�` � �,K.r..,-- .. ...,, �.- . ^... �- ,�....�.-"�- ' . �� ,- . ... . . . . Net Required: 4.31 77%/23% 39,995 11,671 51,666 ActuaL 3.50 42,000 .,��>�� o��`� ;;� �:�`i.� n��'� s;s�� .��,a��' �-�;n.� R��.,�.� . � , , .r .,,. . . ». �..A � ��v. ,.. . � , : . Heatina Svstem Coolinq Svstem Type: Natural Gas Furnace Standard Air Conditioner Model: 986TB66100V21 126BNA042 Indoor ModeL Brand: Bryant Bryant Efficiency: 96 AFUE 14.5 SEER Sound: 0 0 Capacity: 100,000 Btuh 42,000 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\Kevin\Documents\Elite Software\Rhvac 9 Projects\Otterstatter 2.rh9 Thursday, June 04, 2015, 3:23 PM l JRt�22-2015 �8:4� FROM:CUSTOM AIR 65143�1690 T0:4$2186� P.1�3 c�, �.�A. C i TY O F �h�' �►�P�ov�� '.� 4$01 5�`h $treet WeSt, Edina, MN 55424-1394 �a�'� � � � Bullding In�q�tions C�epartm�nt �►� � ��4 ��sz7 sz�-o��z Fax t��z) s�s-o�as ro�p �9�� e2s-a��s w��nnrr Hun�� •.,��,« www.cityof8din8.c4m/building . fAC.P�ftCB U89 pnl J Ventilation, Makeup and Combustion Air Calculatians �,�/�� Submittal Form for New Dwellings Thase blank submltcal forms and Instructlans are availa�le ac che Cicy a�Edin$wcbsice�nd at Gity Mal�. Tha compl�ced farm musti be submitted in duplicatq at thq tlmC of AppllCetl0t110r a nlech8rlical permit for naw 6onstruction. Additional forms may be downlbdded end prin#ed at; http://cityofedlna.corn/departmenlsfL$-U9_building.htm S Addr�� d �0 IQ.�(p 1 V�' 11�N D�H l 2 ZO�,S"' ,'LD M�S ^ o ,�p� Iwra �Int s1 nKur� a--- Section A Ventilation quantity (Determine quantity by using 7able N11oA.2 or Equatlon 11-i) Square teet(Conditianed aroa Includl�g �^ �� 'y 1 3G basement—Flnlshed or unPlnlsnetl � r Total requlretl ventllallon Numbnrnibr�r�rnnms � Gontinuuu5vonlilaCitln `/� !]ireCtions-Determine the tota!and continupus ventNarion rate by either using Tahte N�ZO�.Z ar equptlon 11-�. The tabJe and equatfan nre below. Table N1104.� Tokal and Continuaus Uentil�tion Rates(in cfm) Number of Bedroams 1 � 3 �4 S 6 Conditianed spate(in Total/ Total/ Total/ Total/ Tot�l/ TaCal/ S •�•) continupuS cantinuaus CanCinu4uS COntinu4uS COntinu4us CGntinu0us s000-i5aa sa/�o �5/aa 90/45 lo�/s� �2o/6a �.��es �,501-2000 70/4A 85/43 1p0/58 19,5/5$ l3Q/65 145/73 2001-2540 80/tt0 95/48 110/55 1ZS/6� 14Q/70 155/7$ 2501-30pq 90/45 �Q5/53 120/bQ �.3$/6$ 15�/75 7.fi5/63 3001-3500 10Q/Sd 115J58 1;�0/6S 14S/73 1G0/80 175/88 3501w4QOQ 110/SS 125/63 �.a�J�p 1S5/78 17�/85 185/93 4Q�1-4500 12Q/G4 185/68 1S0/75 1.65/8� 1$0/90 195/98 4501-5pq4 130/65 145/7:� 1bQ/80 175/88 190/9S 205/103 .5QQ9.-SS00 140/70 1S5/78 170/85 ].85/93 20Q/100 215/10$ SS01-60Q0 1a0/75 165/83 �.$D/9Q 195/98 210/105 Z25/113 Eq�at��n a.a.-a� �n.a t x 77�3� �' ��X�l1 t�} � .t 30 crrr {0.U2 x square feet of Gvnditianed spaco)r[15 x{nurnber o#bedrooms+�1)]=7atel v4nt]IeClpn rat4(Cfm) Total v�ntilation—The mechanical ventilatian system shall provide sufficient outdoar air to equal th�total venCllatfan rat� average,for eaCh qne-hour period acevrding to the abave Yable pr Qqud#lOn. FOr heat rBCovery ventilators�HRV)and energy recavery ventilatprs(ERV)the average hqurly ventilation capa�ity must be determined�n eonsideration of 2ny reductian of exhaust pl`4ut outdoor air intake,or both,for defrost or qkher equipment cycling. Contlnuo48 vsntilation•A minli'num of 50 percent of the toCa1 wentilation raCe, but nat less than 40 m shall be provided, on a continuous rate averagQ f4r each one-hour periqd. The por�ion of the mechanical ventilation system intended tp be cantinuous may 11ave automati�cycling controis praviding the average flow r2te for each hour is met. JA�-22-2015 08:43 FROM:CUSTOM AIR 6514301690 TD:48�1860 P.2'3 qirections-In order to deterrntn�Che rnakeup�ir,1'able 501.3.1 must be filled out(see below). For mQst new instalJations,tulurnn A w!!1 be appropr�ate,however,i1 atmosphericclly venred appliancea orsolld jue!apptipnces are rnsra!led, use rhe appropriate �plumn For exlstl�Ig dwellinps,see IMC 501.3.3, Prease nore,!f the makeup a!r puantiry is negacive,np additlanal mrrkeup air wi!! 6e required for ventilptlon,if Che value rs pasrtive refer ra Tpble Sp.i.,3.Z pnd size ihe opening. Transfer the cfm,size of opaning and type(round,rectangular,flex or rigid)to the last Iine of secCion�. The rr►pke-up pi►�suppty must be installed per!MC 501.3.2.3. 7able 5Q1.3.1 PROCEDUR�TO DETERMlNE MAKEUP A1R QUnNIl'Y FQR EXHAUST�QUIPMENT IN 17W�I.LINGS Additional cambusClon atr wilt be rn uirn�i for c�mbu�rfnn� ,Il�n�ns,snn KANt mPthnd for c�iculstinns One or rr,ultiple power Onc ar multiple fan- One atmasRherically vent Multiple atmosphcrically vent or dlrecC vene assisted appliancos and gaa or ail appliance ar �enied g�s or oll appllantes or no power vent or dlrect vent ano solid fual applianca appliances or solid fuel combustion applianeos appilantes appllancCs Cutuirm G C�lumn D Calumn A Column B 1- a�pressure factor Q�� 0.09 0.06 0.03 _��,�;r 7??3 b)conditioned floor aroa(sf){including untinished ba9elnditts Eslimatad House Infik�Atfon(eFrt11:[].a x ib] 2.ElfI1�USi C3�f�Cily �/ //� aE cantinuous exh�ust-onlyventilatian �!� sysCpm(cfm};{not applicable ta /1 balanced ventilatEon systems such as �� HRvI ej c�othes dryer(cfm� 13,� �,�5 135 1�5 � e)80%af Idrgessl e�l�au�t raiin�(rfrn�; KifChen hopd typically 'Q _<,Ail (not appllC�hln if rnrlrr�.FlaCin�5ystom `f�/) � �� ar i#powared makoup air fa electritally �« r i s InterEock�d and mAtch to exhau,t �� d}eo%of next largest exhaust rating j� icfm); batf�tan typit�lly NOC �not applicdbiB If reGifi.uldling syvLem or If powored makeup alr Is electrlcaQy AppI1C0l]I� int��iocked and mauherl rn�Kha�,ist Total Exhaust CapacicV frfm�; � a�+2�+2�+ia j 3.M�keup pirQuantity�cfm} � a)total exndust capAcity(from ahove) / h)esClmated hause infiltratfon�From � I' ahove Makeup Air Quantity(cfm); � � (3a—3b� � (If valuo i�nagative,no makeup 8�r Is � he0ded � 4-For makeup Alr bpening Sizing,rafAr tn Table 501.4.1 A, use this calumn it thero are ather lhan fan-assistnd or�tmOspherically�entnri g�c nr oll aprliance or if thera are no cvmbuscion appliancas.(Powmr vonc and direct vent appliances may�e used,) e, USC this calumn if ther�is ene fan-assisted appNanre per venting system,{Appll�nce5 other than atmaspherlcallyvented appllanc�s may 01So pE IpCluded-} L. ��se this columr�If fhere is one atmospherlcally ventcsd(other than fan-a45istedJ gas or oil applianCe per venting system ar qn4 solid fuel applianca. D. Uso this column If tl7ara are muliipie acmasphoncally vaneed gas or ail appliancos using a commpn venc or it there are atmosphericaily vented gos or oll appliances and solid fuel appfiances. G:�Forms�VontMakupcombAirCals44],511.docx Pa�t 3 Cl'��i t JAN-22-2�15 �8:43 FROM:CUSTOM AIR 65143�169� T0:4821860 P.3�3 Dlr��rions-The Mlnnesota Fue!Gas Code methoC to t�alculate M size of d requJre�d tombustian air opening,is called the Krrawn Air !n�![ratian Rate Mechnd. For new con:tructron,4b of step 4!s roqulrrd to be J!lled out. IFGC Appendix E,Worksheet E-1 Residontial Combustion Afr Galculdtipll MBthOd for Furnace I�allr,r and/or Wator HoaCorin the Same 5 ace Step 1:Complete vented combustion apptianca information. Furnace/Bniler: _ar�ff Hood _ Fan Assisted �Diract Vent Inpul: Qp ��stu/hr or Powe�Vent Water Heater: _Drak Hood �Fan ASSlsted _Dii'uCl V�nC Input: a� Btu/hr dt Powar Vent 5tap x=C�Ir,ulate tf�o volume of the Com6ustion Appliance Spaca(CAS)conCalning cambuatlon oppllanc�s. �� The G1S includes all spaces connected to pne anor,Ner by cade compliant apanings. CA5 volumo: ff' I.xWxli L w/ hi step�;�etermine Air Changos por Flour�AGNQi Detault ACM values have becn lncorpor�ted into Table F-1 far usa with Meihad 4b�KAIR Methadj, �f tl�n vur oP cansuuciian ar ACIi is not knawn,use mothotl aa Starftlartl Mcthoq). �Determine Requi�ed Volume fqP Coltlbpstlbii Air.(DO NOT COUNT pIREtT VEk'rAPPLIAN[�5) 4a,5tandard Methad Toral Btu/hr input of all cambustia �nces BtuJhr Use Slandard Methad column!n Table E-i to red TRV;, it' Volume fTRV} if Gns vulurne(fru�r�S�e er thon 7tiV than na ourtloor op • e ne�+ded- �-.,� If GAS Valu m Step Z}Is fau thAn TRV then go to STEp 5, 4b.Knawn Air tnfiltration Rate IKAIRI Method�Do NOT CQUNT DIRF.CT VENT APPLI • Takal 8r.u/hr input af oll fan-esslst4d end�r vent appliancas Input�, q f'�Beu/hr Use Fan-Asslsted Appliances column in Table E-1 ta find RVFA: �Q�fT' , Requkred Volunl2 Fd��A5315f.tli1(RVFA) 7ocal Btu/hr knput af all Naturat draft appllances Innut� Beu/hr Use Natural draft qppli�n�pS tolumn in Table E-1 to find RVNFA: �,,,ft3 Required Volume Natural dr�ft appliances(flVN1]A) ?otal R�quirod Volumc(TRV)�RVFA�r RVNpq TRV= � �� + � • �� TRV fT` If CAS Volumc Ifrom Stop 2)!s qrsatar[hnn 7RV then na autdoor apenings are needed. � If CAS Volum� fram Sta 2 !r Msa thon TRv then o to STEP 5. Step 5:CAlculate the ratfo pf aV�ilable interfor volume to the tpt�l requirad volume. �5'�� . Ratia�CAS Volume(from Skep 2}dlvlded by TRV(frpm Step 4a ar 5tep 4b� f� � Rat10= � r `7 d•� Stqp b:CillculAta Roduction Facto�(RFJ. �.�^ ! ftE=1 minua RbClo ��=q_ , � ,�. . 3 Step 9:Cafculate�ingle outdoor opening as If all tOmbustion air is from outslde. � Total Btu/hr input of all Combu�tion Appliancas En the sarne[q; Input; ._��,�/�Q�etu/hr �EXCFPT DIRECT VEN7) �ombustlon Air Openinp pr�d(CAOA): ►� Total BtU/hr dlVkMd b 3000 Btu/hr per in� CAOA-�/�(`�}��appp Dtu/hr r in°_ �� in� Step 8:C�ICl11a[�Minimurri CAOA. � �.J Mlnimum CAOA=CA4A mult! !!ed b RF Minimum tAOA= � x + � _ � In' I �' �� 5tap 9:Calculate Gombustivn Air 4paning ufameter[caDqJ y, �� CAUD=1.�3 multlp!!Cd by tlib st�uvh root of Minlmum CAQA CAaD=1.;3� Minimum CAC1A■�In.di�meltor �/� go up ane inch in.ftc If u51n Eloz duct 1 If desired,ACH r.an he�etermined using ASMR,4�calculatlan ar blower dnor test.Fallaw procodure�In Soctlon � /� �L�� M% G•.304. G:\Fnrrns�VontMakupGombAirCalsOqt5lt.docx P�4�4�O��i , JAN-22-2�15 �8:46 FROM:CUSTOM AIR 651430169� T0:482186� P.1�3 Se�tion B Ventilati�n Method Chopse efther balanCed or exhausY on dalanecct,HRV(HE��I Retovery Venlilatar)or ERV(En�rgy F•xhauSt Pn�y Reca�ery Ventilator)—cfm of unit in low must not oxcnod contlnuous Continu4us fan rating In efm ventilatfon r tin b morethan 1009b. 1.o t Hi -f C9ntinupus fan�ating in drt�(capvcil'y inuSL ilul axGend �anl,in�aaus Vdnf;ll;rtlon r;ytln mpre than 10096 �� c��''T�:�.ads dr'rections-Choose thc methad of ventilation,balaneed or exhaust only. 8ala»ced venCilatian systcros are#yplc�lly Hf?V or ERWs. Entrr the 1ow and hJgh cfm dmounCS, ow alr flow must be equo!Yp pr greater than the regulred cantlnuous ventilativn rare and less than,Tpp9b grepter rhan the tonCinuous r'dte.(For lnstpnte,!j fhe!ow�fm Is 40 Cfm, the ventrlotion fan must not exteed 80 Cfm,) Autamacie controls may a11ow che use oja larqer fan thot is operated d percent'dge of�GCh h4ur. Sectian C V�ntil�tion Fan Schedule Descri tion �ocatian Continuous Intermlt�ent a.�. AY',� /'�.Y O� -.�1 /zd plrecNons-The venirlation fan schedule should deseribe whor the fan is yor, the loration,r�jrn,and whether it rs used for cor�tir►uvus or intermittent venrilatlon. The fan that fs chose fpr rontfnunus ventllatian must be equal to or greater thon[he 1ow r.fm pi►'rdtinp dnd less t'hdn 10496 greater thon the continuous rote. (Far ins#ance,if the tow Cfm is 40['fm,thp contlnuous ventilnrlan fan must not exceed$0 cfm,J Autamatic cnntrals►nay aJlaw the use of a lar�er fan tirat rs operated a percentage of each hour. S�eti�n D Ventilation Control5 peScrfbe o aratian and contral of the continuous and intarmittent venfilation Orrectlons-l7escribe che dperdtlo»of the vent!!dtlorr system. Thera shauld 6Q od�quate detal!for pJorr revJewers ond lnspettors to verlfy desl pn a,rd fnsrallarion complionce. Relaiad trades also need adequare detoll for placemeni ojcontroJs and proper aperatlan oj the burldinp v�nt,lation. Ijexhausr fans are used Jar be,lfding vent!!atlon,descrJbe th�oAeratlon and�Qcatl4n of any cdntrols,indiCotbrs d»d le�ertds. !J an ERV or MRV rs to be instaq�d,descrlbe how k wlJf be lnstalled.lf Jt wlll 6e connected ar,d lnterfaced wlth the a!r handling rqalpmcnt, please describe such cor►nactrons as derailed ln the manufactures`InstoJlvtlon lnstruct�lans,Jj the lnstoJlatfon JnstruttJons requlre or recvmmend the equlpmenf ta be lnrerlocked wlrh rhe o1r hondlinp equJpment for proper operatlon,such Inrercannectlon shaU be made and descrfbed. Sectlon E ,.......__. M2ke-up air Passive (dekermined frpm cal�u�atlot�6 ftom Tablo 501.3.1) Pawered(determined hnm ce�cul�Ylonq frn�n TBblo 541.3.1) interlor,ked wlth exhaust d�Wce{tleterminetl frOm calnilati4n fram fable 5�2.�.7.) Oeher,doscribo: Locacior�of duct ar system ventilation make-up air�Oetermined trom make-up air opening tab1� Crm Sixa and typo(rounci,recCangular,fiex ar rtgld) (NR means not required} G:�Forms�VentMakupCombAirCals44�,511.docx N�.g��i��''f� , , ,J�N-22-z�15 �8:46 FROM:CUSTOM AIR 65143�1690 T0:4821860 P.2�3 Makeup Air Opening Table for Mew and�xls�ing pwelling 'fabEe 50�.3.� One or rnultEple pawer One or multiplo fan- pne�CmdSpherl�ally Mult�ple atroq5�iherlCully vent,direct vent assistad appllances and venCed gds ar oil vented gds or oil DutC diameler uppliances,or na power von[or dlrecr appllanee or one aolid appUances or soNd fuei cpmbu6tl4n appli�ntes vent applidntes fuet&ppliLncr 8ppliuncrs C41umn A C'alumn d Column C Column D Passlveopening 1-36 1—?7 1-15 1-9 3 Passiv�upe�tinK 37—fi6 23—A1 16-18 10-17 4 Pasarvo apenlnQ 6T—108 AZ—S6 29 T a6 18—28 5 Passi�e op¢ning 110-163 67—100 47—69 29—42 fi Pacclvnn5r�rilnl 164-232 ],O:l-1A3 70-99 43—b1 7 Passlvea enin 133-317 144-195 100-135 fi2-83 8 Passivo opening 318—47.8 29G—ZS$ 195—174 eA—110 �J w/motorized darn er Passive openin� 420—589 259—332 18q—2gp 111-142 10 w/moeorixed dam r,r Paasi�e opening 540—679 333—A19 29i--��t} 7,4;�—aJ9 11 w motorized dam cr NOwel'ed makeu air afi79 xd19 �Zgp y17g NA Notes: A. An equivalenr.length of 10o feet of round smaoth matal duCt is assumed- Subtract 40 foet for tha extarior hood and ten feet For eath 90-da�ree al6aw ea determine the remalnln�I¢ngth of straight duct allawablr. �. u tlexible duGt ia i�sod,h�cr�ase the duct diar�eter by ono Inch. Flexihle duct shall be stretched with minimal sags. Campressed ducf shall not be acr�pted. C, earomec�ic dampars ara pronlbic�d in passive makeup air openinas when any atmospherically vantod apptlanca Is lnstalled. D. Pawered m�kqup afr.hall bo eloctricolly interlOcked wll'h the largest exhauft sy;tenl- Sectlon F Combustion air Not requlred per mechanical codo(No atmospheric or pawer ventac!applkances) Passlve(soe IFGC Appendix f.,Warkshoet E-1) Sixe and type � � Otfior,descride' �xp1p►�ation-!f no atmpspheric or power vented ppplJprt�es are insfalled,cheCk fhe ppproprtpte box,not requr�ed. ff a power vented or atmpspherlcally vented appllpnte inStGlled,use lFGCAppe�tdix� Worksheet E-1(see belowJ. Plcase entersrze and type. Combustlon air vent supplie511tust communi�qie wlth the uppliance or oppliances that require the earrrbustian oir. I 5ection F�plculations fa!!aw on xi►�r�ext 2 pages, G:�Forms�VenttwakupCqmbAfrCals0a151i.docx P��r�tl L11'fi , , .JRN-22-2�15 �8:47 FROM:CUSTOM AIR 6514301690 T0:4821860 P.3�3 �.__. .. .. IFGC Appendix�,Table E•1 Hesldentiaa Combustion alr(Reauired Interiar Volame Based on input Rating of Applianae) Input Rating Standard Method Known Alr Infiltration Rate(ItAIR)Method{cu ft} (Btu/hr) NBtural Qr�ft F�n Assisted or Power Vent �,994 tq present Pre-1994 1994 to present Pre-19��4 5 Opp 250 375 188 52S 263 1d.OQ0 S00 7S0 375 7,050 525 15,OD0 756 1,125 563 1575 788 20 fl00 1,000 �500 75� 2,100 7.0�4 25 DOQ 1 250 1,$75 93$ z 625 1�� 30,000 1,5D0 2,250 �,125 3,150 �.5�� 35 Opb 1,754 �fi$5 1,313 3,675 �,$'�8 aa ooa a ovo a aoo i�oa a zoa z soo 45,006 z Z50 3,�75 18$& ti,725 2 363 50 OOQ 2,500 3 750 1 67S 5,250 2�`� 55 000 2 75Q 4 125 2 063 5,775 7� 60 Q�U 3,000 4 500 2 250 6 300 3150 65,000 3,250 4 875 2,4�JB fi,625 3,419 70,�00 8,500 5 50 2,625 7,350 3 675 75 000 3 750 5 825 2 813 7$75 3 93$ 8 000 4,000 6,pp0 �4DQ $4Q0 �200 85,d00 4,2SQ fi�75 3188 8,925 a,463 90 000 4,500 6 750 9 375 9 450 4 725 g5,000 4 750 7 125 �563 9,975 a,�� yoo 000 5,000 �Soa 3.750 1p,500 5 250 1tl5,000 5,250 7 875 3 938 17„025 5 513 110 000 5 S00 8 2S0 4,125 �1 550 5 775 115 OGO 5,750 8.625 4,313 12 Q75 6 038 1�Q,ODO 6 OOQ 4 ODO 4 5Q0 12 500 6 300 1�5,000 6 2S4 9�75 4 688 13 l25 5 563 S30 OOQ 6 5D0 9,750 4 875 13 6S0 6 825 135 08� 5,750 10,],25 5 063 14175 7 Q$$ 140 004 7,Qb0 ].0 S#� 5,250 14,700 7 350 �45,000 7,1.54 10,875 5,4a8 15 225 7,613 ,w 15o,aoo 7,Spp ii 250 5 625 i5 750 7 875 155,004 7 750 ].1,825 5,813 16 275 $138 160 OOC 8,fl00 12 4UC1 6 000 16 800 8 440 �s5.aao a z5a �z,��s �iaa i�.�z� a,s6� ��ap0a g S00 �2,�sa 6 375 l7 850 8 925 1,75,060 8,750 13,125 6 563 1$375 918$ 18t�04p 9,fl0o 13,500 6 754 18,90� 9 45Q 285 00� 9�50 13 875 6,93$ ],9 A25 ��3 184 ODd 9,540 ].4 250 7 S25 y9 950 9 975 195 000 9,7Sd 1el 625 7 3�,3 2b 475 10,238 �pp o0o so 00o xs,000 �,saa �l,aoa a.o�oa 245 004 10 250 15,375 7,6$8 21,S2a �.0 783 210,OW �6,500 7.5,750 7,875 22,050 �1025 215,000 10 754 �5,125 $,06�J 22,575 11 Z$8 2�O,U00 110Q0 t5 508 8,25D 23,100 li 554 215,040 �1,250 16$7'S 8 438 23 625 11813 �3Q,ODQ 11,504 17 250 8,625 24150 12 075 1. The 199A date rafars to dwellinsa c4nstructed under the 199a Mlnnesota Energy G4de.7he default KAIR usod In thfs soctian of lh�tablu is 0.20 AChI. 2. Th1s seetlan of the toblo is tc�be used for dwellin�rs constructed pnor to].9h4.�fho dafnult KAIR u�e�!in�his u:�iou uf tlw tnhlc is 0.40 ACI f Na c 6 0't'E+ G:�Forms\VentMakupCombAi�Ul504157.]..dOCx � CITY OF EAGAN 1991 SEWER & WATER CONNECI'ION CHARGES EXISTING RESIDENTIAL PROPERTIES SAC ' A750.00 Wat?connection $/^660.00 Date'previously paid Datepreviously paid ? Receipt #?. / Receipt?#. , Account deposit?, f 15.00 Account depdsit 15.00 Sewer permit and surcharge 15.50 Water permit &Nsurcharge' 15.50 Water meter ? 95.00 Subtotal ? 5780.50 Treatment plant fee\ 276.00 Plumbing permit and suruhazge 15.50 + Sewei tap . ? Subtotal , $1,077.00 ?Total y'` + Water tap ? . Total ? r Sewer & Water Connection Charees SAC $ 750.00 Date previously paid Receipt # Water connection 660.00 Date previously paid Receipt # Account deposit 30.00 Sewer & water permit and surcharge 30.50 Water meter 95.00 Treatment plant fee 276.00 Plumbing permit and surcharge 15.50 Subtotal $1,557.00 + Sewer & water taps IOMi? I Total 1?i? ? i,fr( ? C L '?31 $1,857.00 OFFICE USE ONLY PRV Jfl Property owner CHUCK HALL (CALL JIM OF CNARLES CUDD CO) yz3- 74z7 No. of taps I o Telephone no. 454-6207 (CALL 731-3153) ;r; %, ` t L;llesvice. Assessments on? Address 3862 BRIDGEWATER DR Waiver N° I.Ot 11 $]]C s 5ect THE OAKS OF BRIDGEWATER 2ND P I D # 10-75836-110-03 ZoRN? (?A«A-ri ' ) -)7 -z-7 qe k AS OF: 10/08/1991 PROPERTY ID: 10-75836-110-03 S/A# ASSESSMENT DESCRIPT. YEAR TM RATE TOTAL ANN.PRIN, PAYOFF CD 1OP610 OAKS OF BRIDGEWATER 0000 00 0.0000 45463.23 0.00 PN 101728 ST 494 1988 15 9.0000 599.82 39.98 479.85 101727 SS 494 1988 15 9.0000 227.10 15.14 181,68 101726 SSTK 494 1988 15 9.0000 2429.52 161.96 1943.61 101725 WSSVC 494 1988 15 9.0000 58.74 3.91 46,98 101724 WLTK 494 1988 15 9.0000 197.46 13.16 157.98 101722 WTK 494 1988 15 9.0000 1315.35 87.69 1052.28 101719 STK 494 1988 15 9.0000 2114.88 140.99 1691.91 101698 ST 498 1988 15 9.0000 875.43 58.36 700.35 101697 SS 498 1988 15 9.0000 1428.63 95.24 1142.91 101696 SSTK 498 1988 15 9.0000 1414.98 94.33 1131.99 101694 WLTK 498 1988 15 9.0000 456.27 30.41 365.01 101692 WTK 498 1988 15 9.0000 766.20 51.08 612.96 101691 SLTK 498 1988 15 9.0000 1101.12 73.40 880.89 ------ SUMMARY OF LEVIED 12985.50 865.65 10388.40 ****** 1991 P&I CERTIFIED 1878.52 Press ENTER; or F1, F4, F5, F7, F8 SPECIAL ASSESSMENT SEARCH SUIKMARY AS OF: 10/08/1991 PROPERTY ID: 10-75836-110-03 S/A# ASSESSMENT DESCRIPT. YEAR TM RATE TOTAL ANN.PRIN. PAYOFF CD ------ SUMMARY OF DEFERRED 0.00 0.00 0.00 ------ SUMMARY OF PENDING 45463.23 0.00 0.00 ------ SUMMARY OF CLOSED 0.00 NE 23 E:?4(1i /v - 62300 -U/o-0 2- 0840g STREET EASEMENT DEED HIS INDENTURE, made and entered into this ?? day of , 1988, by and between JUNE G. HALL, as TRUSTEE of THE ITAL TRUST AND FAMILY TRUST UNDER THE REVOCABLE TRUST OF CHARLES L. GOVERN ("Grantor") and the CITY OF EAGAN, Dakota County, State of Minnesota ("Grantee"). WITNESSETH: WEiEREAS, Grantor is the owner of the tracts of land in the City of Eagan, Dakota County, Minnesota, legally described as follows: The Northeast Quarter of Section 23, Township 27, Range 23, Dakota County, Minnesota, EXCEPT the East 1/2 of the East 1/2 of the Northeast Quarter,.also eacept the South 900 feet of the west 1/2 of the East 1/2 of said Northeast Quarter, also eacept the south 495 feet of the Southwest Quarter of said Northeast Quarter. NOW THEREFORE, Grantor, in consideration of One ($1.00) Dollar and other good and valuable consideration to it paid by Grantee, receipt whereof is hereby acknowledged, hereby conveys, quitclaims and dedicates to Grantee, its successors and assigns, an easement for street purposes over, across and through the following described pazcel (the "easement parcel"), together with the unrestricted right to improve the easement parcel for street purposes and to lay, maintain, operate end repair utility lines over and through the easement parcel: An 80.00 foot wide strip of land, the north line of said easement parcel is described as follows: Commencinq at the northeast corner of said South 495.00 feet of the Southwest 1/4 of the Northeast 1/4; thence on an assumed bearing of South 89 8egrees 55 minutes 55 seconds West, alonq the north line of said South 495.00 feet, a distance of 182,64 feet to the point of beginning of said line to be described; thence northwesterly 354.55 feet along a nontangential curve, concave to the southwest, having a central angle of 26 degrees 18 minutes 55 seconds, a radius of 771.96 Peet and a chord bearing oP North 76 degrees 55 minutes 37 seconds West; thence South 89 degrees"55 minutes, 55 seconds West, tangent to last curve, 181.29 feet; thence southwesterly 191.99 feet along a tangential curve concave to the southeast, having a central angle of 25 degrees 00 minutes and a radius of 440.00 feet; thence South 64 degrees 55 minutes 55 seconds West, tangent to last curve, 91.75 feet to said north line of the South 495.00 feet and there terminating. And Grantor, for itself, its heirs, eaecutors, administrators and assigns, does covenant never to cut, damaqe, destroy or remove any tree or shrub or other natural qrowth upon the easement parcel for the continuance of this easement and does hereby grant and convey to the City of Eagan all qrasses, shzubs, trees and natural growth now eaisting on the easement parcel or that may be hereafter planted or qrown thereon. And Grantor, for itself, its heirs, eaecutors, administratozs and assigns, does hereby release the City of Eagan, its successors and assigns, from all claims for any and all damaqes resulting to the easement parcel by reason of the location, grading, construction, maintenance, and use of a public street over and upon and the removal of materials from the easement parcel and from the uses incident thereto; it being understood such release shall not apply to any damage to any property abutting the easement parcel arising because of the use of the easement parcel; and the City of Eagan shall have the right to use and remove all earth and other materials lying within the easement parcel. And Grantor, for itself, its heirs, esecutozs, administrators and assigns, does hereby waive the right to any and all notice for the removal of trees or hedqes within the easement parcel under the provisions of Minnesota Statutes, Section 160.22, or otherwise, and Grantor hereby eapressly waives any claim for damaqes on account thereof. IN WITNESS WHEREOF, Grantor has hereunto set its hand the day and year first above written. JUNE G. HALL, as TRUSTEE OF THS MARITAL TRUST AND FAMILY TRUST UNDER THE REVOCABLE TRUST OF CHARLES L. GOVERN BY ? CG ne G. Hal , as T ustee -2- STATE OF MINNESOTA ) COUNTY OF DAKOTA ) ss: The foreqcling instrument was this LL day of , 1988, by OF THE MARITAL TRUST ND FAMILY TRUST OF CHARLES L. GOVERN, on behalf of the ! HiTA M. BADER i Q@11 NOTARY PUBLIGMINNESOTA , DAKO7A COUWTY i - My Cqnm. Expires Dec. 20, 19A0 , I THIS DOCUMENT DRAFTED Bw• k+? HAUGE, EIDE & KELLER, P.A. 1260 Yankee Doodle Road, #200 ? Town Centre Professional Bldg. ? Eagan, MN 55123 (612) 956-9000 ! ? ? i ? j i acknowledged before me JUNE G. HALL, as TRUSTEE UNDER THE REVOCABLE TRUST'. trust. Notary Public EXEMPT FROM STATE DEED TAX STAMPS Exempt from Dakota County Deed Tax L? J nt-c)p'A l?o Dtkob County Tretsurer • ?a??fi- -3- "v S S e t S reormeo itui sesunr.m SJSFL! so.. .n a..i:.?: a"e.i:e: [. :e?••m:;..:u••?••n i::. . q . . v.. .....n.. .. ..v...? L??x?a??? ?[ !? ?utM t .11 .' ..1. ...[t {95.00 fn[ ?f [?e t?? ? GROS$ ANEi • 4I939 S.F. ' P9601L .e . n ?o . . t<as.oa r .a? .e a : .. .o r .n?.?ii:. :... ......v. .. . n.. ..u.? o ?. ...? ... ?iie.o? e:.n :i . . `s:. .?0?. :e?. . i :io • ??? ?56'? •n?? V ??i e? a [?li? ??( e ?? ] ?t ?1 :.n.u:..?. . u...... :? io..a e..? e... : ..?:..i:i . ? . . . . . . ?.. ?ia. i? ? ? ii• u`. . u: i ni`. .i.. . os .. .? m ... un. .p.?. c Y i I ? S L r .?... . . ..?. . .? n..?o a. .i..? . GROSS eREA 21508 S.F .[ i.o?ao [..e ..a . ? rJ•.e?l.?.i?3??y,. ??ao ?1e. 0990 li. I NET ARE< • l0310 Rf ... ..,.... ?.... ?:.. ...,.?.e ..... .......... . oza'r ac. ??I /)- ? 2007 RESIDENTIAL BiTILDING rERMiT nrrLicnTtox City Of Eagan 3830 Pilot Knob Road, Eagan NIN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New ConsW ction ReouiremenLS 3 reg'rstered site surveys showiig sq. ft. of lof, sq. ft. of Iwuu; and a0 roofed areas (20Y maximum lot ioverage apaved) 1 Soils Repotl if prapwed building is to be pWced on disWrbed sal 2 copies of plan showiig beam 8 window sizes; poured found design, etc. 1 set of Eneigy CalcuWtians 3 wpies of Tree Preservafirn Plan'rf IW platted aRer 711193 Rim Joist Detail Options ulection sheet (buddings vrith 3 or less units) Minnegasco mechaniral ven6lafion fortn RemodellReoair Reauiremenls 2 capies of plan shavmg fondngs, beams, joists i set d Ener9y Caiculations fa heated addi6ons 7 site survey fw additions & decks Addifion - indicafe ii on-sife septic system vq. // 4 /,3o l l/''xC'?-'• _ 14 ORce:Use Onh CeitMSurvey-Recd _Y _N SalsRepoR Y° N Lree Pres Plan Recd _Y _-N. TreePresRequired _Y _N On-sNe Septic $ystem; '. _- _Y . _ N (Ga.&!/L Dlmnc arn rnneirlnrorl nnhlir infnrmatinn IIf1IPCS Vf)Il state thev are trade secret and the reason. Date struction Cost 7 ? Con Site Address ? Unit/Ste it Description of Work Multi-Family Bldg _ Y,n N Fireplace(s) 4? 0 2 Property Ow¢er i/ Z//VE_7` 644Z4-e5 9 IA-e- Telephone #( ) Contraetor ? ?M(3.%1t'?/v? ?.lU??? O^-?S --?-+?'?- - Address e Cit3' State 2F-41,Anu) „/r-) Zip Telephone#( _3 $7 -OeY COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 _ Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 7 Worksheet • New Energy Code Worksheet (4 su6mission type) Submitted Suhmitted . . Energy Envelope Calculations Submiried , In }he lasT 12 monihs, has ihe Ciiy of Eagan issued a permit for a similar plan based on a masTer plan? _ Y _ N If yes, date and address of master plan: Licensed Plumber Mechanical Contractor Sewer/water Contractor a Residential Building Permit and Telephone #( Telephone #( Telephone #( the information is complete and accurat e; that the work will be in eonformance with the ordinances and codes of the City ot Eagan ana me ?,caze oi iviN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a pertnit that the work will be in accordance with the approved plan in the case of work wh'REP approval of plans. u Ll I1 U L C40DYl'S 112007 ApplicanYs Printed Name ApplicanYs Signature 8v ?^ \ DO NOT WRITE BELOW THIS LI1VE l r, Su6 Tvpes ? 01 Foundation ? 02 SF Dwelling ? 03 Ot af _ plex ? 04 02-plex- ? 05 03-plex ? 06 04-plex Work TVaes ? 31 New ? 32 Addition ? 33 Alteration ? 34 Replacement ? 73 16-piex ? 76 Fireplace ? 17 Garage x 18 Dedc ? 19 Lower Level ? 20 Pool ? 30 Accessory Bldg ? 21 Porch (3-sea.) ? 31 Ext, Alt - Multi ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 23. Porch (screen/gazebolpargola) ? 36 Multi Misc. ? 24 Storm Damage ? 25 Miscellaneous ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 36 Move 6uilding ? 42 Demolish Foundation ? 45 Fire Repair ? 37'DemolishBuilding* ? 43 Reroof . ? 46 Windows/Daors `Demolition (Entire Bldg) - Give PCA handout ta applicant DBSCfIptlOn: Water Damage _ Yes Valuation ?( [J L.?-' Plan Review ? 100°/ a o r _ 25°a Census Code ??? ''' ??` ? - - SAC Units r # of Unfts # of Bidgs Type of Const [L/? Occupancy h MCES System Zoning City Water Stories Booster Pump Sq. Ft. PRV Length Fire Sprinklered Width REQUIRED INSPECTIONS Footings(new bldg) 4C Footings (deck) _ Footings (addition) Foundation Drain Tile Roof Ice & Water Final _ Framing _ Fireplace _ R.I. _AirTest _Final Insulation _ Sheetrock FinaUC.O. ? FinaUNo C.O. HVAC Other _ Pool Ftgs Air/Gas Tests Final _ Siding _ Stttcco Lath _ Stone Lath _Brick _ Windows - ' _ Re[aining Wall Approved By: Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Flant . License Search Copies; Other ; ToWI 13 07 OSplex ? 08 06-plex ? 09 07-plex ? 10 08-plex ? 11 10-plex ? 12 12-plex U i / - ( 1'il \\,SS323 ?? O ? 0 Z \ ? 44 ? w w 'A ? ?\\ `;S2 ?, ?gqreq N 20 N A \\??? w ?S,9S?RF4ce ? 20 /0133 l ?j\ \I \SH?f \\\\ \ SFMeNr 991,9 S 10 °03'10 "yy ?- ? zo ?N \ '? /oGyg25 2/ \ ? m ?1•? iS,O V W m 3 m\ I m o\38.7 Z m ? 19.7 \EXISTING \ 36.3 a ro23.56 HO U S E ? I6. 3 w 6.2 o o ,qV? y 19.0 0QO?p ?S9 \ `T / s pN0 ? ":2e 2 iV/ my 6 \ ?,,0 ? 1 n ?p o o m.? om ? , s N i ?C 1' ? ? 22p?„W? A?O o? nz ?r ? m m i " Jm Am v vr- / m I r < nR= ` I°c? ? A D mM . r ? vr ^ ~ ? ?. Y Avl ?pGO o= o rfl? m ? a . •y ? /o w C ? r -7 .? ?. ? ? - N 504747"E o, 217.47 -- ?'a 0 o Z I r, O Q) /Y???a - m I ? ac y ?? m UN?5 ; M?gj gOo9 N FOR¦ IPANY >tin enniTinti --?i --? ` ()J I hereby certify }hat }his plan, specification or reporf was prepored by me or under my direc' supervision and ihot I am a duly Registered proFessionol Engineer under the laws of ihe S1ate ot Minnesota. \ ?J \ ? o / ? N / ? r\ 26` / ?? James R. Hill, inc PLANNERS / ENGINEERS / SURVEYOf 2500 W. CTY. RD. 42 • BURNSVILLE, MN. 553 ~I - r 0 ( 3 ~ . ~ ~ '~i Sd ~ \S ~a o~ ~ , ` cn ~ ° ~ ~a ~ \ S2 0 ~ :z ~4~ w ~ ~ 3 q - rn n~' w m S,, r3 rF ~ y0~ ~ ~ '~Rs A w !y S.9 ~R FqCF ~ - F _ <F~ . _ _ cn • ~ \ 3 ,e z ~ , w \ 3~y s2 0 ti ~ ~ V9 ,c ~ ~ i P 0 ~ ~ ~o ~ o~ ~ zo \ ~ ~'33 r~~ ~ -~'oR ~S ~ \ F q~n, \ y ~ _ ~ r ~ qsF ~F °~e \ ~ m .I~ ~ io ~ MEN $ I <iN r~ m , rpUr~ Fp ~ S~R < - ~ A FR ~il FR ~F~ ~ ~ / ~ o p< Y p< ~ r 4 _ 99. q o ~ ~ ~ ~ qr i qr tiF,, o ~9 / ~ ' ° ~ _ \ ~ ~ , , S 0 ' ^s ~ ~ ~w ~ ~ 3 ~ . ~ ~ ' p 2p Iro ~ ij . 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ZCO Y ~ ~qo m= 1~ ~ - ~ ~ D ~ o 0 0 0 0 ~ - <~~'F l ~ ~ Z o ~ . -~~r~o -~m mmmmm s ~ ~ Z. ~ Z Z Z Z Z ~'4 D Fs T ,a~ j' o ~ G H / o m~~~AZ'~ O-I-ioo ~ ~ ~ W ~ ~ ~iP ~ 6 ' ~ y ~ 0 ~ G ~ ~ ~m~_~m m_~m_r~n_ _ _ . _ Cq~~ ~ 'Z ~ „ \ / ~ ~a ~ 2 ' ~ m - - ~j` ~ ~ Z6 c-~-~osDp z~x~~~ ~ o~~~~~' 0~~~0 a , 4 m0 cDC= ro~ZZ~ ~ 0 i cn ~ 0 ~ o ~ ~ ~ Z~~O z~~~ < cn ~ cn ~ 4'.;~ ~ ~ ,~cnm~ 00 0 ~ 0~- m zZm a 's'o ( ~ '~~`J ~ -i C fTl ~rm'CC~ r~) ~L r ! ~ ~Q ~ ~ TI ~ (n . C~j 1~ ` V O fT1 I11 7 GJ ~l ~ o0 ~~~~m~~ m<mmC ~ ~ ~ m~ c D z z~ ~ ~ 0 ~ w 4' G~ C~ 77 ~n p 2 n ' w , 4~ ~0 ~ G (Tl D ? i ~ 0 0 p~ ` ~ .u ~ ,m ~ ~O~i~mco~ ~O,~~n~ < ~ pmm ~ , 0 ~ Q; CmU~~~~ z C~ o i RI m D-i -A{ z~ Z J~J I~ Jo ~ "-~-o.. O~ ~L ~z~zmoD o D ~ 4?47 ~ -0 ~~~D <-~~~n~yz - / ti ~ ~o z z S,`~,~ - ~n o z ~ti % ~ 217, 47 ~ ~ ~ ~ m Z f m- ~ N- D C; o° ~o ~ ~ \ 2 ~n tn OO~~ztmn ~ w Z ` t0 S ~ I ~ 0 ~ Z ~ ~7 ~ ~ m ~C~~ ~ ~ ~ ~ ~r -~m-D 0 1 5 D D ~ I ? Z ~ ~ o -n ~ A ~'L ~ r- ~ cn ~ m n-~ v~o ~ ~ 0 r ~~o_ _ ~z~z~ ~ n0 _ -0 000 w° ~ - i mz ~ b~" ~ ~~-o ~ cn z. z-~ ~ ~ ~ 'G j ~ =~r~~z ~ 000 ~ m D~ _~-p = cn cn cn ~ d'~p - mmm ~o , ~ ~ Z ~~N=~° ~ OC7~ ~0 ~ r Z p A: D mZ~~ _ ~ u~ ~ 3~~~ C ~ -C Z ~ z o cn r~ ~i ~C 1 0~ n D OOD U~ ~~y~ m ~ f -n . ~ ~ ~ ~ -p S~ zt tL ~ m ~ m D / ~ ~ ~ m E D x _ ~ ~ p ~ ~ ~ ~5 ~a ~y ~ ~ F c -n m _ _ 7 y a , - ~ ~ m ~ m ° m ~ ~ o y~y ~ ~~vzrn~ D ~rr~- ~ ti`' W ~ - ~~n~ , ~ ~ D. m ~ ~ 0 0 ~ ~ ' o~~ ~p _ ~ 0 0 ~i ~ rn ~ T. z7 zl _ _ ~ ~ u. (D ~ ~ o o ~ : ~ p C~ ~~a ~ II II II ~ r!~ 0 ~ 0 ~ m Z7 ~ ~ p ~0 5 1 ~ ~ _ n m C,D ~ W ~0 ~ , l0 Z ~ ~ ~ ~ ~ ~ D y \ ~ ~ ~ , ~ ~ SOo~N ' ~ ~ C,~ -n ~ -n l Mi~ ~ mmm ~-5~6~ ~ ~ ~ \ ~ ~ ~ ~ -mi -mi , ~ i_~ ~ ~ ~ c , ~ ~ ~ P4°~, g i hereby certify that ~ ~ ~ this plan, specifico4ion or ~ ~ ~ ~ ~ ~ ~ ~ reporf was prepored by ~ ~ ~ p w p~ ~ me or under my direct m _ - (p O W ~ ~ -p ~ ~ supervision and that I ~ ~ -d i ~ - y - ~ ~ ~ ~ om a duly Registered H . . ~ • ~ (~1 - !1'1 ,A ~ ~ Profiessional Engineer - c~ ~ cn m ~ ~ ~ ~nder the ~oWS of ,he L E S/ ENGINEE S/ o 0 i Z U ~ - 1 _ U ry ~ X S P a t e o f M i n n e s o t a. JEE S / SURVEI°ORS W O c0 ~ - W BUR(VSVILLE, MN. 55337 ~ o~ ~ ~ ~ L O T 1 i, ~ L O C K 3, T H E O A K S O F ~ R i D G E V~ A T E~ 2 N D A D D I T I O N, 2 5 0 0 W. C T Y. R D. 4 2 • 6 U R N S V I l. _ o m cn ' ~ I E 1'~ Da4e Re .No._ GIZ•890-6044 FAX ~90-6244 DAK T COU T, S g -6244 Use BLUE or BLACK Ink r----------------� I For Office Use � I I � � Permit#:��v j City of �a�a� ; � , F : ��-. a ; Pe m t ee � 3830 Pilot Knob Road I I Eagan MN 55122 � Date Received: � Phone: (651)675-5675 I I Fax: (651)675-5694 � Staff:� I 1 I 2015 RESIDENTIAL BUILDING PERMIT APPLICATION Date: Site Address: Unit#: � . � ��. � ; � s.`�`�� `` ;� Name:_4� AMO � �ST4t/�`� Phone: `Q�� Z�^�'48 �Resident/ �` �, �Owner � Address/City/Zip: ��2 ��, ��e,w� =� ��' £�� - �� Applicant is: Owner �Contractor � ��, �� , � � � � � � � `' � � Descri tion of work: ��GEs` 3►nsN�,! 2oaw1�4 �Type of 1lliork�° p � �_� �� s�E�� ,�. ��, :�`.�< J... Construction Cost: Multi-Family Building:(Yes /No�) �� '�� '� : � �� " Company: �A� �r�Ow�rsS� ��'� • Contact: �DS �S�t- � � � � � ` �;'_-��'�� Address: t000 �io��J!"t K.vM � �'Q.Zc� City: S�R.�V1�w Contractor �� . �� ; State: M� Zip: 55_� Phone: (oS'��'175�3�3Z EmaiL• '6o�9+�wStr e �oser �o�+¢s�qG,cp►.� ,�z � � � rt� ; License#: ��-5t'I g�Cp Lead Certificate#: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) 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: Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: NOTE PLans antl supportmg documents�that you sub�t►�f are�`consraiered#o be publ�c�rifar atron Qrt�ons o x fhe►�nformat�on ma be cl�ss►fred:as; ` � '` ,�:,, � Y� ¥an-pub/ic�yo pro�rtl��pec�fic reasons# a#wou/d pe � Me��f�,r:�o � � = � '�' �t.� �� `� ,. Gor�cl�rde ti►af flie��'are,#raale s'e ets�� .�;� ; � ��... �_r� . .e� N �,. .��. ��m� ,� � v . :, � tiv .r, Y r:E�.�� .: �h�... ,.� �:..� 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.qoaherstateonecall.orq I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Ezterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. x �OR�C�.1" w�` '-�"S��t- x 4�. ApplicanYs Printed Name Applica Ys ature Page 1 of 3 Use BLUE or BLACK Ink � For otfice us -------�� . � � � � C�� O� jln nn � Pertnit#: � La�dll � ��— ; � Permit Fee: � 3830 Pilot Knob Road Eagan MN 55122 j Date Received: j Phone:(651)675�675 I � Fax:(651)675-b694 I Staff: I I � �..��_��____�_��J 2015 RESIDENTIAL BUILDING PERMI'T APPLICATION Date: �%' � `��"� � �5� Site Address: �J 0 � � �;^ � � '�"+�. �rA � c1 �; Unit#: Name: �� f� � � ��` C`�(� `VI'1 e J ��L, P o e� �� '�f.3 � Resident/ Owner address i c�ty i zp: � ('� C7 � � o c.�.v�-��, � � r= �S�c t'N�►�� g S J� !� Applicant is: Owner Contractor Type of Work Descnption of work: U � m C'r ' t � 1 � �� Construction Cost: Multi-Family Building:(Yes /No Company:� ,^ � l� �. C'ontact: Address: � � (�i ��F� � c z"��'1 �J"f' �City: �}�r1� Contractor State:►�Zip: '�.�v Phone: �`��°'��f s2!i��Email: License#: Lead Certificate#: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING In the last 12 morrths,has the City of Eagan issued a permit for a similar plan base�d on a master plan? _Yes _No If yes,date and address of master plan: Licensed Plumbee Phone: Mechanical Contractor: Phone: Sewer&Water Contractor: Phone: NOTE:Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide spec�c��easons that would permit the City to conclude that they are trade secrets. CALL BEFORE YOU DfG. Call Gopher State One Call at(651)454-0002 for protedion against un�lerground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.ora I hereby acknowledge that this information is complete and accurate;that the work will be in confo�mance vu�th the ordinances and codes of the City of Eagan;that I understand this is not a pertnit, but only an application for a permit, and work is not to star�prithout a peRnit;that the work will be in accordance with the approved plan in the case of work which requir�es a review and approval of plar�s. Exterior work authorized by a building pertnit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. x \✓ ` e� , r i! " Appli anYs Printed Name �- Applican s Siignaturre Page 1 of$ Am Griffin �� a�� From: Bob Moser<bobmoser@moserhomesinc.com> Sent: Friday, June 26, 2015 10:10 AM To: Building Inspections Subject: 3862 Bridgewater Drive This is to confirm that we will be using Miller Excavating for the sewer installation at the above-mentioned job.Thank you, Bob Bob Moser Cell: 651-775-3332 Sent from my iPhone � r - AMERICAN ��E I V�� • EXCAVATION'O�SERVATlON FIE1.D REPORT � � ENCINEERING `�' 1UL 10 2015 TESTING, INC. aEY�ob NQ. Z.�.�. `' � Z.�� ,� �r�r - . � Job Nam� � -� '�"�� . w>�� ,....�-��€ ��`;, [-:.�,� �; 558 Cleveland Ave.Na.;St.Paul,MN 55144 ' � /�� c�tv.�t�� ts=t i�.� �£��+' 3 8�G� �3�v��c�.<rL Ptl:(651)659-90Q1 Faz.�65i�659-i379 AET P�OJ'.Mgr. '` -�� r � �' �.; ;_�- �• P L2�t i)`� #� /�/�ZKy � �Y � � Da�te• � ,�� `� +' .� 7ime• �- ��-� r a ! m 1Neather: � �'�f �'� ' ��1,'1 p .� �.. ��... ��es,� SiEe Personne Cot�tjtacte+d. ,,% ` � ' . � � ' ; ,�' F't,�>S �`� `-�- /1-7 • �< �. Observations-locations andtor Sketch{irrclude depthslelevatlor�s,dlmensfans and peRinent notes): . �� C`-� C�-�':-�'" j- �, ��i` �`� � � � __�__�____- 1 l,t �� ,. ..... ... ��. ..j ... � 'j �(..+. R� �(i !f,�..f'.. V ... . ... .. .. . . . � �. ..��. . S-- �� ft �('-' _ �. '�� ,� '�'y',;.�> .�J ��.: � �.. �. �;,�� }� ✓r�- r� � sit+etch,mrtes aes nat to scab Excavatian Clversizing N+eeded: �~� ��"Excavation Oversizing Observed: -- �.� �' .� �- Lacation and Elevatian Reference(s}Used: f�l.� :� -�t �� -� � � �, ? � � --� - Pertinent Boring Numbers Clasest ta Observed Exca�ra�tions `� ` ,� �` � �,M,. . `?�e ,: �t'r.,I '''4�`,yu"""` � f. /r� . Soif"f�rpes Qbserved in Excavation Bottom: � - f �f ' ,:� � "�„ _ .r �� u.yc� � . �7" �--j� �, "� -r r�' ,� r .�J�' #� .h � �'r�t.. „�r _ , � �� ' � 3 ��< �� A:-��t � -� _ , _ .v..- � Soil Strength Readin s/Fiesults Determined Us�ng; ,[�'�Hand Auger Boring Judgmen#s: ��`',� ,3�r ;1� -�Hand Cane oc Static Cone Penetrometer: ;'-s-\ "�~�.. , �_ p` .�:� �"" ❑bynamF�Cone Renetrometer. , _ '- Camm�n#s/Recommendations: '�' � � � ,��-, , k�, s �`��^�; s � �-� f> k�4' �� -�'��` �: .S��i ; '� '' �` S � ` , -, _ ,. _ , j . . � . 4--c..��,,,Z j �!W� J`r ,.�i- -�' .— ��., /� i/')S..z_.., ti':.� f-{' {^��.�.. .,/k �� /I �. ( �I' i. ..�� t 1..�-�,,,,:�r f � � `4 E-'�� r rrt-�7:.a. t.'�.,r�� ..�t i.�f,`,.._.. ��.Y �.�y '�^�.v � i y�".'S''F'� ��,S�� .�;✓+.rQ�'i.-`�" .3r�i� �c'^! ( r i��✓� �� /`1.f a...^GA, '.#' t:'! ("��-Ci r r='1 7 C ' r� � t C, .l C^,'�-;:r-� f'�f�� 1'" , ��r � ,"a *� ,�' ;j. v; �-r � ,, � , . w , e�'f^ a � <,� c;.. :� �'`{,y�'t +-'t ct.t`�-(�'c:1 � "('�, :>J',.: _. . t . . , . � � � .> C` ��1 �C f"� '` ;'t��` C �' �: E i: � } . t .- c.t �" �,, � / _ -'� ;> ,� �f-7, �.`:: �..,:,_:c �c� �� Ut , _�"E' f � Campaction Testing Needed: Yes No Scheduled 8 : `tj � Date: �'' �,,�;'� SpeCiat Conditions: ❑Ground ater ln Excav. ❑ Frozen 3oils Observed —��r��uitable�ond�tiolt� Capy of field reporE feft at site?` �Yes ❑ No Field repart left with wha? � :,}`�: ,,,. �, ��`+ AET Field , �� perso�nel� ��i:�r) ��,7r�};�+�� `� �• � � ",...�._. �}a�: � �::� J �l� . ' , � _ � . . .. ... ._ . .� .. II i� 4 Fo�2o-�.�ao��s�zooz� � ��iVE� �fUL 10 2015 Jeffrey Wheeler From: Bob Moser <bobmoser@moserhomesinc.com> Sent: Friday,July 10, 2015 2:49 PM To: leffrey Wheeler Cc: 'KCI Concrete'; Neil Greene Subject: FW:Interior wall at SE. 3862 Bridgewater Dr., Eagan i'��2��T�/3iatlyy Attachments: Soil test 7-10-15.pdf Hi Jeff: The soil test report that we discussed at your office is attached for your records.Also see the note below regarding the corrections that were made in the two areas. We should be good to go. I will bring hard copies of this information to the site on Monday too. Thank you, Bob From: Flickinger, Rob [mailto:rflickin�er@amen�test.comJ Sent: Friday,July 10, 2015 12:49 PM To: Bob Moser Subject: RE: Interior wall at SE. 3862 Bridgewater Dr., Eagan Hi Bob The corrected area is judged to be suitable for footing placement. We often use gravel to get a firm base and to keep from mucking up the soils. Please call me with any questions. Thank you. Rob Rob Flickinger Senior Engineer/Project Manager American Engineering Testing, Inc. 550 Cleveland Avenue North � St. Paul, MN 55114 Direct: 651-659-1301 Main: 651-659-9001 � Fax: 651-659-1379 rflickin�er@amen�test.com � www.amengtest.com Click here to subscribe to our quarterly newsletter. Please read our email disdaimer at this link on our website. __., ,__ m�...� �..__ .__...�. .��....__�,_ ._...v_ From: Bob Moser [mailto:bobmoserCc�moserhomesinc.com] Sent: Friday, July 10, 2015 12:10 PM To: Flickinger, Rob Cc: Bob Moser Subject: Fwd: Interior wall at SE. 3862 Bridgewater Dr., Eagan 1 �� '�^�'t�J#�tk'�1 American Enqineering Testing, Inc. saint Paul I/+lbertville �� O'c 550 Cleveland ave NI5548 sarthel rnd or, Ste 500 ��h� a St. Pdul, MN 55114 IAlbertville, MN 55301 (651)659-9001 1C763)428-5573 ��t� ��„ Toll Free:(800)972-6364 � www.amengtest.com Field Density Test Report ' Clierlt: MOSER HOMES, INC CC: BOB MOSER This document shall not be reproduced,except in full,without written ... Pro ect: 20-13411 approval from American ) Engineering Testing,Inc. OTTERSTATTER RESIDENCE Date of Issue: 8/12/2015 3862 BRIDGEWATER DRIVE Reviewed By: ROB FLICKINGER f'LI�iM�� /$/ �k Senior Engineer Tested By: ZAVIER SMITH Date Tested: 8/3/2015 Field Methods: ASTM D 6938 Gauge Type: Troxler 3440(NUCLEAR DENSITY Test Mode: Direct Transmission GAUGE) Model Number: 3440 Standard Count: Density: N/A Serial Number: 23195 Standard Count: Moisture: N/A Sample ID Material Method MDD OMC(%) (I b/ft3) �._.,�, .... __��.� .. ,,_,,�_....�,.�.. ��.. .. .. �,��.. . ..� �a, .. , . . ,.��_� ... ..,.��.. Sand,a little gravel,fine to medium ��'� � 20-13411-W3-S2 � ASTM D 698(B) 117.2 11.0 rained, brown SP I Test Proctor Sample ID Probe Wet Density Moisture OMC Var Dry Density Comp(%) Comp Spec Results No. Depth (Ib/ft3) Content(%) (Ib/ft3) ��._rr,...�. �w... . .... ry (in.) _.._._ ��.. H �. _.. x �., � �� _. r. ...� ,w�� 1 20-13411-W3-S2 12 ! 1216 i 3.6 ' -7.4 = 117.4 r 100.1 j >95 � OK __ ___ __. . _ _ _ � 2 : 20-13411-W3-S2 ; 12 123.2 - 3.1 -7.9 ' 119.5 ' - 102A � -->_95 _, OK- General Location: sport court wall backfill Test Location Test Elev/Depth Material/Layer Na ttW�.1..�...��. ._�. .._,_rr �....__�. �..rc..�.. .��_._r_ _. . w ._rr.. . North wall ~' � �w��_�� 1�� 857 � Elevation _ ._�_ __._. _ ._ 2 ;North wall __.__ ._____.__ _______.. _._.. __. . .. 856 Elevation___ Our compaction testing was done on a will-call basis. This level of involvement does not allow a OMC=Optimum Moisture Content complete evaluation of the compaction levels&soil types for the entire fill system. The tests only MDD=Maximum Dry Density provide compaction and soil type data for the specific locations&elevations tested. OK=All Results Meet Specification Our services for this project have been conducted to those standards considered normal for services of this type at this time and location. Other than this,no warranty,either expressed or implied,is intended. Form No:110244,Report No:ND20-13411-W1 �2000-2013 QESTLab by SpecVaQEST.com Page 1 of 1 �� ;`l �� american Engineering Testing, inc. saint Paul �a,lbertville 550 Cleveland ave rv�5548 sarthel Ind �r, Ste 500 ��{L'4��j�j,° ,4UCj � 2 ��1�� 5t. Paul, MN 55114 IAlbertville, MN 55301 �i�+ (651)659-9001 I(763)428-5573 ��s��i��r� ��l�„ Toll Free:(800)972-6364 � www.amengtest.com Field Density Test Report Cllent: MOSER HOMES, INC CC: BOB MOSER rnis document snau not �� „�.,. be reproduced,except in � ^^._ full,without written � P�O�@Ct: 20-13411 approval from American � Engineering Testing,Inc. OTTERSTATTER RESIDENCE Date of Issue: 8/12/2015 3862 BRIDGEWATER DRIVE Reviewed By: ROB FLICKINGER prl�ivl�T' ,� ��/�l.� Senior Engineer Tested By: ZAVIER SMITH Date Tested: 8/5/2015 Field Methods: ASTM D 6938 Gauge Type: Troxler 3440(NUCLEAR DENSITY Test Mode: Direct Transmission GAUGE) Model Number: 3440 Standard Count: Density: N/A Serial Number: 23195 Standard Count: Moisture: N/A Sample ID Material Method MDD OMC(%) (I b/ft�) ,., x�.�... ,..�. ....r ..�.��__ � ..�KK � _� �_�v��.�np�.w. :. £,„ . .. _.,,rr.. . a�.m,. .. .,.,.�..,x.. 'Sand,a little gravel,fine to medium 20-13411-W3-S2 ' ASTM D 698(B) � 117.2 � 11.0 rained, brown SP Test Proctor Sample ID Probe Wet Density Moisture OMC Var Dry Density Comp(%) Comp Spec Results ' No. Depth (Ib/ft3) Content(%) (Ib/ft�) ' (in.) x:.� �,rr . 1 ., . ._ 20-13411-W3-S2 � � �m12 121 4 firr.. 2.�µrr ' -8.3.�.� 118.2��Mrv100.9 � �95 �. �K 2 20-13411-W3-S2 ; 12 � 120 3 � 2.6 -8.4 117 3 ' 100.0 '� >95 ' OK _--- -- --- - — _ _ _ — — 3 20-13411-W3-S2 ; 12 119.4 ' 2.7 -8.3 , 116 3 ; 99.2 ; >_95 OK -_ - - - 4 20-13411-W3-S2 = 12 ; 118.9 . � — µ 2.2 _-8.8 � 116.3 � ---- , 99.3 >_95 � OK General Location: sport court wall backfill Test Location Test Elev/Depth Material/Layer No. _,... _. . n wa... . ....�.��ry.n.._ _,rr.�w. , �nm ._ . 1 'Westwall _ . �._.�.._____.. ,� _.,�.�860_.nn. , . Elevation _ .. ._.___ _ _ 2__ North wall __. _ ___ . �_ _ _ _ __ _ _� _____ ____ _ _ __ - _- __ _ 860 Elevation 3 �West wall north end 858 � Elevation 4 'West wall south end _ _ ---_. __ . 858 �_ Elevation Our compaction testing was done on a will-call basis. This level of involvement does not allow a OMC=Optimum Moisture Content complete evaluation of the compaction levels 8 soil types for the entire fill system. The tests only MDD=Maximum Dry Density provide compaction and soil type data for the specific locations&elevations tested. OK=All Results Meet Specification Our services for this project have been conducted to those standards considered normal for , services of this type at this time and location. Other than this,no warranty,either expressed or implied,is intended. Form No:110244,Report No:ND:20-13411-W4 0 2000-2013 QESTLab by SpectraQEST.com Page 1 of 1 �� " �� American Engineering Testing, Inc. ��1�� Sdint PdUI �Alb2rtville �� AUG 12 ?�7� 550 Cleveland Ave N�5548 Barthel Ind Dr, Ste 500 St. Paul, MN 55114 �Albertville, MN 55301 �� ,�fi� (651)659-9001 �(763)428-5573 �� , Toll Free:(800)972-6364 � www.amengtest.com Field Density Test Report Client: MOSER HOMES, INC CC: BOB MOSER Thisdocumentshallnot .,..� be reproduced,except in full,without written _ PI'O�@Ct: 20-13411 approva�From American � Engineering Testing,Iric. OTTERSTATTER RESIDENCE Date of Issue: 8/12/2015 3862 BRIDGEWATER DRIVE Reviewed By: ROB FLICKINGER �I�jLM�T�' �3/�{�l.� Senior Engineer Tested By: ZAVIER SMITH Date Tested: 8/4/2015 Field Methods: ASTM D 6938 Gauge Type: Troxler 3440(NUCLEAR DENSITY Test Mode: Direct Transmission GAUGE) Model Number: 3440 Standard Count: Density: N/A Serial Number: 23195 Standard Count: Moisture: N/A Sample ID Material Method MDD OMC(%) WxWN,�_w, w��tt. _. m,�,w� ��x_F (Ib/ft3) � Sand,a little gravel,f�ne to�medium �� '�� f � � � �� ' 20-13411-W3-S2 ; rained, brown SP ASTM D 698(B) 117.2 11 A � Test Proctor Sample ID Probe Wet Density Moisture OMC Var Dry Density Comp(%) Comp Spec Results No. Depth (Ib/ft3) Content(%) (Ib/ft3) (in.) A�mm 20-1341�1-W3-S2 � f12 M,,,�re 128.7 M� 4 8A � ~��-3.0 k T 119.2 rr 101.7 �__>_95 OK _ _ _ _ _ �--- ` 2 � 20-13411 W3-S2 ;_ 12 128.7 9.2 - � _1.8 117.9 k 100.6 ' >_95 � __oK_._. - ---- _ __ -- _ _ 3 � 20-13411-W3-S2 � 12 123.5 6.7 -4.3 115.7 ` 98.8 >_95 � OK _ 4 20-13411-W3-S2 12 131.3 7.3 -3.7 � 122.4 -_ _ i 104.4 ; >_95 OK General Location: sport court wall backfill Test Location Test Elev/Depth Material/Layer No. .��....m_.......,�.W._rc _�.�,.. 1 South Wall w.n _.. . �._. �._. w�....___ -_ .� _..�. _ 860 � �Elevation �� General Location: footing line Test Location Test Elev/Depth Material/Layer No. .___,__. ____ �._. ..______ ___�._______._ . _____._. 2 'West Wall ._ _._ . _ __ ...._________ . . _�___�__ __._,__ _ 860 ��Elevation �� — - . 3 Soufh Wall ____ _ __ _ _ _— --- _-___ - - _ r 860 ' . Elevation ___ - _ __ __ _ __ __ --- _---- 4 East wall 860 Elevation � Our compaction testing was done on a will-call basis. This level of involvement does not allow a OMC=Optimum Moisture Content complete evaluation of the compaction levels&soil types for the entire fill system. The tests only MDD=Maximum Dry Density provide compadion and soil type data for the specific locations&elevations tested. OK=All Results Meet Specification Our services for this project have been conducted to those standards considered normal for services of this lype at this time and location. Other than this,no warcanty,either expressed or implied,is intended. Form No:110244,Report No:ND:20-13411-W2 OO 2000-2013 QESTLab by Specb'aQEST.com Page 1 of 1 � t- �� Bob Moser From: Trevor Axner <trevor.axner@hansongroupmn.com> Sent: Monday,August 10, 2015 9:44 AM �� Ta Bob Moser,trevor@hansongroupmn.com AUG 14 �� Cc: 'Flickinger, Rob' Subject: Re: FW: 3862 Bridgewater Drive, Eagan ��'/� � 1 J�l.Z,!?�t� 8ob, Yes,we have taken into account lateral load firom the base of these upper foundations,as well as increased lateral surcharge loading on the lower foundations. From the photos we noted that you also poured a ledge at the intersection of the two walls so the upper would be vertically supported by the lower wall at the intersection, reducing this surcharge to some degree. Should be good to go. Thanks, Trevor Axner, PE SE LEED AP� Structural Engineer The Hanson Group LLC Celt: (612)859-8849 www.hanson�roupmn.com 34a7 Kilmer Lane North Suite#4 Plymouth, MN 55441 On 8/10/2015 7:04 AM, Bob Moser wrote: Hi Trevor: See the note below from Rob Flickinger at AET. I just want to confirm that the lateral load Rob refers to has that been taken into consideration. Please let me know. Thanks, Bob From: Flickinger, Rob [mailto:rflickin�er@amen�test.com] Sent: Monday,August 10,2015 6:27 AM To: Bob Moser<bobmoser@moserhomesinc.com> Subject: RE:3862 Bridgewater Drive, Eagan Hi Bob 1 The test results show that we can support a capacity of 2,000 psf on the soils,but I want to make sure the lateral load from these footings will not affect the wall design. I assume Trevor has accounted for thatload. Please call or emait me with any questions. Rob From: Bob Moser [mailto:bobmoser@moserhomesinc.com] Sent: Sunday, August 09, 2015 9:00 PM • To: Flickinger, Rob Subject: FW: 3862 Bridgewater Drive, Eagan Hi Rob: See the email below from the structural engineer that has done some design work for the job at 3862 Bridgewater Drive, Eagan. Do the results of your tests show that the soils can support the bearing pressure of 2,000 psf or more? If possible, can you let me know on Monday? Thank you, Bob From:Trevor Axner[mailto:trevor.axner@hanson�roupmn.com] Sent: Friday,August 07, 2015 11:59 AM To: Bob Moser<bobmoser@moserhomesinc.com>; KCI Concrete<kciconcrete@�mail.com> Subject: Re: 3862 Bridgewater Drive, Eagan Bob, Provided AET tested enough that they feel the soils can support footings (an allowable bearing pressure of 2,000 psf minimum), I am OK with this proposed plan. Our section 4/S1 does state that the footing can be stepped up as required. No additional measures are required. Any other questions, let me know. I copied KCI as we11 as they called this morning and I wasn't sure at the time whether we would need any additional dowels or connections due to this option. At the vertical cold joints,place doweis at the same spacing as the horizontal bars to maintain continuity -that should be standard though. Thanks for the pic,quite the pour for KCI on that one. 2 Trevor Axner,RE SE LEEd AP� Stfuetur�!Eng�neef `�he Hansan�ro�i�LlC Ce11: (�12�859a8849 wwenr.h��rt��ou t�rnr�.com �4t�7 Ki�mer lar,e North Suite#4 Rlyr�aut�, t+��d 5�44� On 8J7J2015 7:24 AM,Bob Moser wrote: Hi Trevor: Please see the attached copy of your engineering for 3862 Bridgewater Drive, Eagan. Since we are doing this foundation in 2 phases, we were able to partially fill around the sport court after"phase"one. The soils were compacted by the excavator and tested by American Engineering Testing. This enabled us to shorten the walls highlighted on the plan to a height equal to that of the house foundation walls. (9') A photo of the wall forms for the tall walls that are in place is attached for your reference. Since this is a change from what was originally proposed,the building inspector asked that I confirm that this change did not create any issues. Can you please check things out and let me knovu if you have any questions or concerns? Thank you, Bob 3 �:,,� ' z L � .�1t.. �::-::� I. ':. :.'3. ' -t=; � Rf � � . r�� G ? ;� ,i '.."" �}r:�� i ------�— =-r—=-;,--�-----_.;-..� i O Z F ; ��— - - - �� ' cz rr s.�:c�. 0� 'n � [F, � �, ,� x-, : Z y � .�-�- a ri L 7 � � - n � afi �i...l 1- � y � T. `T•LL �( - = , , . , , 't-- � . _ � �_ i� , _:; � � .. �.___..."_�_ � ...._......._.... I � O'�� J: i '- . .. .... ._...... .. .. .......... i � O r � �, ` ,',� C_Z'�.��- - Z C ; �,,. ; , . (/) lo p — "• : Z ; i ' �' ' t 'i m1n _ ' �-. Z .� � � i5 � �� i � o i � � �',� c� 7o � � � ; D I j= ,� I � ��,��";I =�-o z :y� ; ; ) fT7 �7 � - D. �>4 r � -� =' � � m ( _ i, I r i i r� ii _'__ ,'. 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E�a� ] `7';r; 3 ,�' � wg . : T: ' 7^ .t,,C � ; t i!�{! � 3' �`�� ' .�'�"' t�.�� -f .,f ',� � �•, y--�'f� �;. i � � `' �� _3 r' � fr � ♦ ',fr�' -.�" .:./P r�r� .�.. �• '` a . x . �,""� � � .,c�c�.\, �� '— � ._. �;-� �tx •.� r, � --- �- � �„�� c � �G�._' � S,7 . �``y`` ;y ti :"'� � � . ;.,�k �j.�i ' �w '� _ '� � _. � _ � ` � O m F ° '`�`` � . , cn � m r 9�/—�s- c� .�► �°J' 4 �B�z_ ��..- �� i �� a S� s ,� �,� - _ L�� Gv�-►,��, ��- F�'� �v�Bin�c s�� / .__ z'�� 7] �i.,,� a-I' a�.,�,_ !� so2 � { Use BLUE or BLACK Ink r----- -----------� � � 1 For Office Use �� I �/� ' � Permit#: �,�.�J U'7 �, ( �.�,.�. �b� O! ��il I PemritFee: t��(d" �� 7j �,r� 3830 Filot Knob Road _ � Eagan MN 55122 � Date Received: ��` j Phone:(651)675-5675 � � Fax:(651)675-5594 �'��t I 1 S#aff: I F� . � ------� 2015 RESIDENTIAL BUILDING PERMIT APPLICATION Date: �� ¢. �� Site Address: ��(0 2. ��Dc,�v��i`"'�-_ ��v� Unit#: Name: .Jo� 1a�,%+� i�sA� ��'2�;�4-�_.- Phone: Reside�t/ J� C1Wt1@i' Address!City/Zip: v�3�o'Z. �R-►�E�`�.r ah`�*.2. 1 1�-j V� Applicatrt is: Owner �Contractor `� Type Of WOtk Description of wrork:��n+nie-c.T ��cl�;�N� s�v c`rt,+P'�� '� rJ�,�.7 'hK)rn� `�.n�v��- �2,� Construction Cost: �-4 35,�e�o Multi-Family Building:(Yes 1 No�} Company_ �"1,O`�?- �� t �'� � Con#act: �o� 1M,cY�`�C_.. ' Contractor address: ►�d� �Vn�`� �-oM� � �22� C;ty. ��0 2�1 L� State: M�Zip: �l�e Pfione: 57 �15��33?€mail: pa�rhvs�-C�nosechor�efi i�c. cvw� License#: (�C5 I? �3 .�� Lead Certificate#: Ni$7 " ?OyO,t,^1 � !f the project is exempt from lead certificatian, please explain why: '1��S P R�p�z,�-�t b.�t-s Go��v C'iz� A�r�2 19�$ COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDIWG In the last 1Z months,has the City of Eagan iss�d a permit for a similar plan based on a master plan? Yes No If yes,date and address of master plan: Licensed Plumber. Phone: Mechanical Con#ractor. Phone: Sewer 8 Water Cor�tractor. Phone: Fire Supp�sion Contractor. Phone: NQTE:Plarxs and supporting�ucumen#s#I�at yQu suttnrit�+e consid�ened ta be p�bl�icc i�tt��vn. Portians of the i�otmation r�ay be classil�ed as�anyaublic if yau prorid4�speciffc rea�o�s flraf wcwld p�t the City to condc�e thar the are i�ade secr�ets CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. Ca1148 hours before you intend to dig to receive locates of underground utilities. www.qopherstateonecall.org I hereby acknowledge that this irrformation is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. 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. x �z�h r°W �v�- x G�--. Applicant's Printed Name ApplicanYs Signa re Page 1 of 3 , -� � •��- ; � O WRITE BELOW THIS LINE �� SUB�TYPES Foundation _ Fireplace _ Porch(3-Season) _ Euterior Alteration(Single Familyj � � Single Family _ Garage _ Porch(4-Season) _ Enterior Alteration(Multi) _ Multi _ Deck _ Porch(ScreeniGazebo/Pergola) _ Miscellaneous _ 01 of_Piex � Lower Levei _ Pool _ Accessory Building WORK TYPES _ New _ Interior Improvement _ Siding _ Demolish Building* Addition _ Move Building _ Reroof _ Demolish Interior Alteration Fire Repair Windows Demolish Foundation Replace Repair ^ Egress Window _ Water Damage _ etaining Wall '"Demolition of entire building-give PCA handout to applicant DESCRIPTION � Valuation .3J'�� " Occupancy fj� MCES System —' Plan Review Code Edition --��[J'T'�-- SAC Units — (25%_ 100%� Zoning fI-� City Water -- Census Code � Stories -�" Booster Pump � #of Units t Square Feet -- PRV " #of Buildings 1 Length _ Fire Suppression Required —'` 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 � Roof:�Ice&Water ,�Final Pool:_Footings _Air/Gas Tests _Final Framing Drain Tile Fireplace:_Rough In _Air Test _Final Siding:_Stucco Lath _Stone Lath _Brick � Insulation Windows Sheathing Retaining Wall:_Footings_Backfill_Final Sheet�ock Radon Control Fire Walls Fire Suppression:_Rough In_Final Braced Walls Erosion Control Other: Reviewed By: , Building Inspector RESIDENTIAL FEES Base Fee _�� = Surcharge Plan Review 3 3� 3 MCES SAC City SAC Utility Connection Charge S&W Permit 8�Surcharge Treatment Plant Copies TOTAL Page 2 of 3 ' � � � �'{,��.w.�'y C.'i�[(�` � �;�:%/� �_., / �9 i�'.... , 3 A �+ i:.� ' ,a x Je�frey Wheeler ✓ � SEP 18 1Q1� From: Jon Otterstatter <jonotter@gmail.com> Sent: Friday, September 18, 2015 11:52 AM To: Jeffrey Wheeler Cc: bobmoser@moserhomesinc.com; Dale Schoeppner Subject: Re:3862 Bridgewater Dr Jeff, Thank you for the information. Based on your note below,please proceed with this: The permit for the remodel of the existing structure and the connection to the new home is ready to issue with a the second floor above the garage noted as non-habitable storage space. Jon jonotter(c��mail.com On Sep 18, 2015, at 10:02 AM, Jeffrey Wheeler<JWheeler(c�cityofea�an.com>wrote: 1on, Thank You for your response. To answer your question, please see the attachments for information directly from the building code.The 1988 Uniform Mechanical Code would apply to the existing furnace in the garage. The permit for the remodel of the existing structure and the connection to the new home is ready to issue with a the second floor above the garage noted as non-habitable storage space. If you would like us to issue the permit with that notation,then any change in the use in the future would require a building permit at that time to verify that the correct code requirements are in place or added. If the intention is for it to be anything other than that we will need you to identify the use,to verify that correct code requirements are applied to that space and the separation from the garage and other storage space. Thanks, Jeff Wheeler Jeffrey T Wheeler � Building Inspector � City of Eagan <image001.png> City Hall�3830 Pilot Knob Road�Eagan,MN 5�122�651-675-5680�651-675-5694(Fax)�jwheeler(a�citvofeaqan.com THIS COMMUNICATION MAY CONTAIN CONFIDENTIAL AND/OR OTHERWISE PROPRIETARY MATERIAL and is thus for use only by the intended recipient. If you received this in error,please contact the sender and delete the e-mail and its attachments from all computers. 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'� �'C rv ¢ ¢7 � . �fi�y ��g u�S3�° au�'i � � �E °�'� t � �� f �� / Y � m � � � � w � � � ' �pittu98 �a � a� r w � � w � � a�i �t' �+_+ r.a=+L G OC �f aC � Use BLUE or BLACK Ink – ----i �''-�,y i For Offi �� I �,.� �1�� U�11��11 I Permit#: I I � �, 1 3830 Pilot Knob Road � Permit Fee: � EaganMN55122 I t0_ �_)�I Phone:(651)675�675 I Date Received: �,J � Fax: (651)675-5694 � Staff: � j ------------------� 2015 MECHANICAL PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date:�� -Z� �� Site Address: ��P Z- �11Z-�� v�.�a�\�Y'�-- � �- - Tenant: ��%1J �?\��Y�G7\ ��` 1 �C�\Z Suite#: ,,_... , �m�r...r,.��,�.,,.....�.�.�,.�....,,�„m ,�..�,m....�..�.� .��,:��w��.m,.,,��:,�.� ,��,., ,._ y�..v.,�.�,�,.,.,a.,�,.�..,�._,�.� ResidentlOwner Name: /UC��-1= l�M�`� I e��;�.1'►C—Y'�..9hone. C�y( - �� Z-- � � �^ Address/City/Zip: ( �C1J U C�� 2� � ��'� �'�� Z Z�-' �7��12��i t�� , ...... . ...... . ..0. , �.Name:��\E 17 ��1.u2`�� '"� S l C/t-�� License#:��1� � � � Contractor Address: ��o �1'Z-::. t`i A�\�1'L- .,�,V�; J.°, ciry: ��G��i,� � State: � J Zip:�i-�1�� Phone:�I—Z �i C�-- � Z t"I � � � � � �� Vl S \ . �a.�.-. � Contact:_�� t(�IZA.tJs�`l�ail: �..�.�.�..�,�.,�.�.� ..m�n��,.�, - - �,.�.,�., .A��,��..� w.�,.�.. ..��Q�.w_�.�.4�,M ,..�..z�.,. ,,,o__,.u..._ - �New Replacement Additional Alteration Demolition Type of VNork Description of work: �� L��"� t�., � � -�l 1 NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. RES/DENTIAL COMMERC/AL — Fumace � _New Construction _Interior Improvement Permit Type —A�r co�a�t�o�e� � _Install Piping _Processed Air Exchanger Gas Exterior HVAC Unit Heat Pump y _UnderlAbove ground Tank (_Install/_Remove) � �Other „��.��. w . .�a�� ,�.��.,�,��r...�..�.��,�.�..��.,�u��„� .a .�,�-�..� .� ..��.,� �..�.��_ .w,�.� .�,.,.�,....�,. ...�,F. o�W,�.n.,.�.P,��.�,.��.�,.�.�... � RES/DENTIAL FEES ; $60.OQ Minimum Add or alteration to an existing unit, includes State Surcharge ; $100.00 Residential New, includes State Surcharge =$ TOTAL FEE : COMMERCIAL FEES Contract Value$ x.01 ;`: $60.Od Permit Fee Minimum ' $70.00 Underground tank installation/removal =$ Permit Fee _$ Surcharge Surcharge=Contract Value x$0.0005 ' If the project valuation is over$1 million,please call for Surcharge =$ TOTAL FEE I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan;that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. � x�_�/,'�v� �� 1..-1 t,11.,�r�l��1�-'�'; x � � �---�___-- Applicant's Printed Name pplicant's Signature FOR OFFICE USE Required Inspections: Reviewed By: Date: Underground Rough In Air Test Gas Service Test In-floor Heat Final HVAC Screening Address: 3862 Bridgewater Dr The following items were / were not completed at the Final Inspection on: Final grade - 6" from siding Permit #: 131244 Permanent steps — Garage Permanent steps — Main Entry Permanent Driveway Permanent Gas Retaining Wall or 3:1 Max Slope Sod / Seeded Lawn Trail / Curb Damage /iv n/zo SeepeD 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. • CaII the Engineering Department at (651) 675-5646 prior to working in the right-of-way or installing an irrigation system. Building Inspector: -To tyrieco G:\Building Inspections\FORMS\Checklists New Construction Energy Code Compliance Certificate /S/L-7t-7 RECEIVED 0 5 1115 Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Posted r a JUN Mailing Address of the Dwelling or Dwelling Unit 3 e. 0 Z BOA . ,i D,e_iv*-- City EA -CA -NJ Name of Residential Contractor MO AOVAL-s , J c, MN License Number BG51'7lasco THERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R -Value of all Types of Insulation Type: Check All That Apply X Passive (No Fan) Non or Not Applicable Fiberglass, Blown Fiberglass, Batts Foam, Closed Cell Foam Open Cell Mineral Fiberboard Rigid, Extruded Polystyrene Rigid, Isocynurate Active (With fan and manometer or other system monitoring device) Location (oi‘tur4cation) of Fan: Other Please Describe Here Below Entire Slab Q. -L0, X Foundation Wall .5/R.10 x X E.. -S" -ht-lo xmlek-oz. Perimeter of Slab on Grade N/A Rim Joist (1st Floor) R-13 X Rim Joist (2nd Floor+) NIA Wall R-24 X Ceiling, flat (2-"(o0 X ?C Ph, &OW (-04.{Di. lit" f9.43,014 Ceiling, vaulted P-_5$ X Bay Windows or cantilevered areas PIJ Floors over unconditioned area NIA - Describe other insulated areas Sitar COV4r-- ' j a, . " 000 R341Vv. (R-L►0) Building envelope air tightness (ACH): Duct system air tightness (cfm/100 sfl: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U -Factor (excludes skylights and one door) U: , 0 a2 )( Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): Q, -7/ . R -value MECHANICAL SYSTEMS Make up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System XNot required per mech. code Fuel Type I 1 ° &tS /1104,4 ° 6 4S r Passive Manufacturer - Powered Model GI>'yt'a.•L1 X766 �, ` i 14i gArte 60 )I (y'' ML oco x 1000 J f?V D6 O DG% At - - Interlocked with exhaust device. Describe: Rating or Size Input inQQ.,� BTUS: 10"�t)r Capacity in Gallons: �� Output in Tons: �� Other, describe: Efficiency AFUE or HSPF% aLL d /V la SEER /EER t �� l Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load j / Li 1 0, •-51) a Cfm's " round duct OR MECHANICAL VENTILATION SYSTEM " metal duct Describe any additional or combined heating or coolingnsyste s if installed: (e.g. two furnaces source heat pump with gas back-up furnace): Jji%1i /�%ij Bt� 9 Select Type J p� or air Combustion Air Select a Type Not required per mech. code x Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low: r'-' High: /SO Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Locat on ofiduct or / " ' eC J . s em: ' clt9.... Balanced Ventilation capacity in cfms: /SC) Location of fan(s), describe: )4). rdoALS' u— 80 Cf`''` "It Cfm's " round duct OR 6 ii M,,y " metal duct Capacity continuous ventilation rate in cfms: ?IA Total ventilation (intermittent + continuous) rate in cfms: i/f� :6. Builders Associaton of Minnesota version 101014