Loading...
HomeMy WebLinkAboutPLANS - 06-00482 - 523 Golden Willow Dr - New SFRIMPROVEMENT DRAWINGS FOR WILLOW BROOK ESTATES DIVISION NO. 2 CITY OF REXBURG MADISON COUNTY, IDAHO IMPROVEMENT DRAWINGS FOR THE CONSTRUCTION OF TYPICAL STREET CROSS SECTION STREET IMPROVEMENTS DOMESTIC WATER SYSTEM SEWER IMPROVEMENTS MAPQVEfSp�'T,"_ YE '$ V L SODDED 0ED CC 0 1y'2 @E$�j' W4th _ �A� o � � `Chad 0 - YV 3irJ r a 9 C41 be -$a s( N . 142162 �- 1',c+15 RexnuPg I y N WeetfieldBranc I Canal {-T, O // , ' ........ Engleman St-$ y Ta i �Ic---SE3=( n n- Vl -W 4th S_ G y =I tl 20 ./ mF W in S !I 'Aa S W 1000 S N 141 -1000 S St a t -� JOB Is yo' q' ,? 4 as LOCATION � ,lb g Iil11 B2 Lg 5t ♦iP C] IyLg` yQw ¢a W 2000 S m- e k N p y W 2600 6 _..-..... ..Y ,'$ 2 03 Ma 02 . VICINITY MAP anxwo E NOTE REFER TO REXBURG CITY DESIGN DRAWINGS WW/WLR-01-03 DATED 2-24-03 ON 127H WEST FOR THE EXISTING 8• SWfOANr SEWER LINE AND THE EXISTING 8• PRESSUR28D SEWER LME DA GENERAL NOTES 1, ... nuvARN. As'. aAnaaw Wrsu arcertott M AMG IA M aMRCILR "AL "'T""Ash"IPoM M` AT [WINO mnn6 3 .ILL "1NN "Al N Na TMANIF INp(s 9MLL BE ro M [m a RAnK SWVaNSs. 1, mnMnaR yWt NGM lu SwnAa nfP WM ua SjAII urs vNov A anMM AM MSARRv[VX 5[OpMi[Y SSW1¢I Mlo IM rPol n' Ipp LOT a [QW As AaRO w AM I. xl fW peCIITH rµN6 5WLL n mKRWRO x xNAWY Mlx IR LaPnll fmHeE W{'Ri uRm mn. z. LI[LIRL4 nLIaNW[w. AND AXXX"..I) /sI f mna0 tt AmwO MMv Nn SxILL BE Ir.. M M fMarlixoN T. K MLL AS as PRWn NaUn W XA at IM. um A. p I [ U. Lap+ls swu f »r5au s iAd aA w'�uni as "A"w" si[n ECIC GwIa Lapal YP (IW(e slWl'I f Aw", e. M IYw1r P,WiR 1fN:X pPM SIWL f 15' m0A Irb[L aAfC' 5. PxWM.Un uagNr mlrYl OPM LW f aa¢m ro u' a MA erlge IrbrD @la, nn Pz aavAVrzo sm mIM-R 1M f rmrom up r6uum M HE olRlaw/00TAITw yaA[ Iafx ¢ Uso Mw le' f@. L M LMIarRrtMMla wR AASH . All) uwd, a IFw a.. rM111CA ep✓AR RjG PoI[S I. M mNllwldl wLL xlW Aa PFDw Ill OSM WLW %X[5 "n DUIT. rMNrs GpM med'A" [ 8 (�Me1R OMISIPWirN rMl flae4 nn M,' rA WW.NY I(M G6 [I[MLIAA,e'd al[SI IS lows. M affordOSM WX qY1$ III MUS Yp STREET NOTES 1. ALL WM' LWIR as"noFIm Na MµPWy,or.. drAa- addaW S4aGslm" awM6 z. SLI sLPtlM SLwP MSI[ µtat 4sVIX W AW SRM1t1a-012 w [LLY11d2 AD IN afM•IS WbGM[M a [ fdLLi aaPl MXR """'-� We. w [0 MI w aAMKS [NM4 SRL(r0 �Ny� Gla M PAR NI is 9MLLf! TMeR WNyaa la 0.YlWIl AI 1NSM GbLPr wry Ld1IMnG. a R WI �II,M MHlgl laA� M m PXs aWL W LI IO lrp� GVr T GNW LIRAwXy WIIMa0. xl WRRVUSpR9 tt1fMR 0%IA6 AWANfyIr IT 5[1(X [� 8+ WNIPILIa M I NMl 11M GIs vM lAt"MSR[rrllaS sffr0 I. ILL N0 rLL W MRcrto n M gKXS gpl[p x NWWVL[ MIn aM1 a RIBwa stunnw marnms 1. SG4 GW W[ N SII[fl3 awl .. 6dAN µa. N AIRS. WA NY a An9W Slµr/RS S af6P5 yGARAT µt NT'das"I mdi11{. IIX[S ALI A. 6p9WL 161IK al"NiaaVA'SIµW1M fmuss. OIWRFIs[9V,NL 1. µ1 NP W#s 9wlf nRlsa aSlNGa As 9nLNaPWI WATER NOTES 1• F[GUnM�fa II. alpr MRV .[GWfk/ Mx 1xr SApW[S N raM N M Yµ9 I. M RS W f MINIM N A gS'� 'm Myr OWPN Ia Rvra%1 S10Na Nn SWLLf MOW [NM x( [!CI aAaYI6WMMM -NT S MPT T M 0y, [IFllla Ill qA llp RPIIS f51 ¢e(WI la Rlfla P[LMLIBMIS f M nM1 IX PDBK MR9 WIMJICx 9YLL f a1ryIBR'IU MM MR 51 q M, 5. ALL Mme SWLLf I'ML k'LaFf[q "IV LpSRor 155 ap WS IS' pin �1rN1s�µRV n.MWMInAIryd10IX qM MrA[II[pg SWM I laglwplrs MVI f WIPAGIm ro f YV4I�i@Y IY 11� lar ¢NFA 1K 151LY.f "'y"'d" M [[Ates. [91t[R0. nVJrO µP 115 f aM la A ♦ M[4n¢sorda rIa YaSt Slptll GVl a Pd'AMIµn MRIIa LWE OtlI ORW AID M Ur... MAV Iff mmr. M5[MI Ur LpIa9n SWl f M UrO G51 Mx M RPIIGII "N' la Yl [aylM[ a A WigY or 10 rfl Lx BIMaAXa MRAfL WmSUNLMtlw1Rv Yp A9p II[91µt fWMR Giv If LM91¢KM m Ind. m Mm f As IA♦8f. N f a a�l&aN4 a ma51Pol %Ilr M w Lar 10 MarzlV 51A�ry�S M Ny1Rv 11[ a YMq W G mM Wl f n(AYO N rLU l♦1 NLfS IX LW.RI[ Y[I9Jf0 all( ftl. A . ALL I¢ nW$ aAµp gpaAl ana IOGICI¢ MER U&I.VA'ID rM[$ u61. BIVI fYf NQ µpIOEaT IRMI fa TI 9CM a1Gnf Wtl tai L}q e. WFAl-mNll[ MwUPA W(11.acGSIW[MISNDralfblRIR !Wb(M IRSR M INS. !4 wW.VI; 4p 4. aWFdws" 1, la RN Han /U YAH BL W AEAW la ASt41M1B W SIMIU M RX Tw [Mn . A. MMMRGIsa.1G v. m M�SMI� 1a carneaM addai. kO I. L.0 aALLAhI IWLINWLFMWUCnedowd RSRNeIIan,"d NARY 4pMGMI[ (rLMR 6 USS ID. IW nHaRA I°L R9 M aWlllal a IR MILA IPoNL Q[K a N6LMW[ MM la Plr a RODLW ml$m[Iq Mena Mln. RSIM la a WW S. µ onm[ RSIM IAemnlaM'. M (WI a II6 YTYS Sea a PA9 a M GHtaIP. AVAM. lW II51 IM; M WH M mel a M If51 A'p Ap arzuM 9wl a aMT ML MRR aM0.1[la M Qw0.1CIDA fMG'V.R YAM M aRaLKS LWlaa 4B 1nIM VaPA1aT 10 eaYGA[ M 16R WAIIK Np a{ UXM pSMRM[ 11 IW ..Is LNMR 9we f HLYM OPIID ATT RSM a M MRR two, I} TIE III SPAWIG An M Mm Nn W. SAR a SIaY ata SMuaA Wylg a IGIN m IxWMRPN¢LaRewasm"AdnowwroM4GUI.a0YRUIa.WN0 MRR m u, mwaRAw "-ars MIa W MINI@ a .Exd MRR Alm n waw urs 9WL MI Ttlm e'NaeM @aA INMo oMIX. IS aµL 1Y$MG u11B FR 61aIx A%RSi IW nM I%ldsiaMnxE.Lfal nOTA RPN11 RW a NHP AMMt01rAK M a IW aYS pa, a Ye[IMtR Y[ ALYl11 fAY/ M An M On OF M uH UD SLID 9Wl a rPIpY4 WAA a IGMv na•m Ia PMwA Dmn a roach Wnw. 11, I1mRMswf WV[NM wpaaa IXalM STREET PLAN LEGEND SEWER LEGEND 0.00.00 Centerllre Stationing ED CMch BIf, ------- Soured, Dne R,ght-0l-Wq Line ----- Centerl'ne Wt CUP Edge of Ashpolt _.. _.. _. _.._ Flow of 0kh Sidewalk NO EXCEPTIONS TAKEN CITY OF REXBURG SEWER NOTES I. faNIO@¢Mlr% n9MLLa M AaIX¢Gm a If OMM[la w Mari µl if NAM= a M czat"I" SM1rLU[. 5 AIYL. Un. mWGb RD SPll6/pF AFNIWI[ NM 9 M A, AHIDA 3 yx[�nnona¢ Ad eAYA NNIIpfRan or Lwl. an"LLpR�gyS rW[¢ u0 t0.ta 9�wluf mNsl'"RWIM[p Ad Moir RiRAO SRIWhWm [ ♦ cesMtc W rWwas Owl f artAlbM [Irxl[v N M mo a"Na mSAWTm S AVII0.1[Itll eXW MAH AW [WINE MHa 51RI5 a51UASa 0.Af 6MIRSINL WJI[p"L RaSYYS Mml V-L'W rt FEWaw c IaM GIXM nms[o arAl I19/a alfTHsrµWA��R ce1FA rumM nem Aa@ L'a if urzam ra Yaf A ITA Do4arP.i TAX.. n MLYIO aA¢ /LL RSINL a M 5[jt9 [015RR}gx Ad wl�"W " wronk IO vwRLL �R. LPmu W YLWI. r P[1b'k ¢ faSVPs. PFn/[d[A5 A. µl KM09wl SLtlp'IPoI[Im IO IH OnanW rNLS SIAM% N11aM1 9Wlf NRMiY TLma mNM In SINIAn s[HN r�`[5 stall f A Wl1NrI a q[ 1I' a-%iRam tl$Ar Lalvv5 µl Wvar year m¢m[ W 0.Y I.i IrasyMw IMI4Wft IO 6M. wu f,;9. TMs[N , a WT, fOP mllRaa rro fa^ti AI Ix9a0 aAo[ T sMn Mwp mwWD ttMfRMGM WW¢MI]SWLL f Asard AW.Hadswssaaw,'ao Tslax mllanva@4MZLLakxRz lIPa9 aws f minA[rzo z. nMPs Px9Io IwryIM[ mNal[ mun II. NIDW/1: /nx M 4 mrmlG a M WO ALR[Llm rUR p9[xpAIS a1TInILIW SRRWa$Ny If OM1G LPIHM SWpPoS Y10 Y(aGla6 u. 1¢HNf[W mARRRRMMMEMO[aMfyl¢mf NSlul[0M(fMW MN WWPa[[ VS[ Aw/ORWSWt awM N a9[R w YMR A rARwOIf YIL u Mf n¢Irasvn ra ggwwpp AwM 0Lw55 IXn anaR Nn Msslm uu[[ AeOrt a uta MV IR MRs f W M MaPmWk IR ssA[R u[ a.0.YG awl W nVM Ola GG ml Ptt IIM MI@Ifn gNls a muµ m61gLIa[ rw A OmM[5 a m Im ON eOln saSa MMRPIM, q�ullgiMa fru- µO SWLLf GNRfO M9 M AI ID W14l JLM5 f % RgI M .1,U yfV a a tlMR1MI9y IR 9 w 6Na1111IX RA Swryp� HE Its a R11(a BIM WYf[ Nm1x N1 wises YGS"y Ai M.U. II. N[f MYEL9 WN fPIX 1LL µlD.9m SM 4WS ff551Wlf Gr6lMIm wA O[PIXIX 93'AI MLR9M1 aL M MLWI ViI NfRPMM(aA NT➢ GVl( two, 44 SM[[ WS 4141[v SqR IMS YWl S rdIGMRa AI A HNWS IS SM9 ig1'LWs9"LLff NC µp GMIR[Ra qA Rxi 15'9$IR IPaNl ml a¢w9@AL Mir OMff-AMYMi ZUSS SWlf All. AS GRAN m RW 14 MIY]NRµ YMU1Sx aIR MI@AyI S11fP WM LwIf AIIWjNa RN (I01 rtn. n. WxCtM N [ Om[ mMIb10.[�M � vn OPI¢P 4n M nWamS [WWG A. tls 9PIL ,a IR Rf P.#]69p M [N#@ YP 4tiAID [tart 10mni'I°w f Gn51m IRnam ia'�ilars IIARsu¢ o w of ro IR aMwnwrs n. aMyand...5MMaMl Auaa.UMa Gori IX{sIRJLIwI A M OM1 awsre"A W RSI IR ess'd a M y[py(@ I-. [ [ faGryL 1R�y.EYIIPOUM rIM IH M aG a Ias,Mi64aM1T SMLL%P1�0 BMR reHlgf0. Ig1m0. f M RInd(.VS IR aG G[AaUR MµX" Is plsRGa•NGY [Mf@ Yp .. IM IA9I�W.°MllaRa = axRSR If EWf1M IM PR UYJG LP[Mlp[ 51, AMU.wNR/f awId AXx OwMUIS MaxM1KIa w., RPoay WMdw, APMR Idranx Ri"A"A 9Wlf PAmwla AT= RS. IW WNIYLMP SIWl6NIM1 M wasaw" MW aM ro 16RIS I}. M llMMLIa 9PLL 1USI M p¢pq{aI [a M W51fW [gala SrM[ Urs aSM 1a [rlO HpG aaM KKRI&=M[MM@S lR&sw M(pNMU[Ia SIVE 1A1 M@aL 11[ IW5 a YM3 yWs AXR a MS OLWfO A%%'A'µ @N M pr�Q 5 rIT[l1a a YVf MRR Ppk¢LLg15 mA H#GIW a YR/a ar II NMIaSR• zl 4M6 PR 9wl f MSµlb F[e IR GII a AtleulC SIrypSWS ].. ataLL [dbYld a aY WIGAIGSloLL MI f KKalm wnMa 1W ISt M%Lmx M aHWf9Y @]QA WfI4 G6.ii99 YT I1 AMI1.IMS,M@uwF rR¢ IyG�M, Ma:[S aq gMWa ME 9MLLf noS[a TA mg4MhIlMM•II1.&MTYr[yOK MMaaaMl UD s[ fRW'ID. URm a IdItY nWT IO PaHNI Mw Ar rMp y yARek P¢ /u xser Axis west aPaao-LHN rMl lwn ¢marWaal lYli 9, M asIIaLRY [WNW SWU f PP[YNI WAPy` Ill 1[sIM a IY IlMP II(. STREET SIGN NOTES I. Alm¢aRwf A¢WaU Mmf[f wMl(u.I.Ca ARMnnaaaGea uLauliol¢ 1 W fM w f W♦MLa a Y YWH Ra -MM 11 G alvWfO Pf N aM1-RROMRO 9fn3 s W y, WM 0. Add AWAMI P1Nr0 MRS MSNRA GN[ IT. MLR IS11Pa prn ♦. Irc ..NWMllswlfrt ./u snn Nut sn Nmw9wl Wsl Alk wuf IN .µlspSmRmanOTMan@atu. ¢ sMn`wXGNMRmfaIR...EdwAOnR,.XTW S vda WW YAG MSI,dwas. b'.M'sIG sGV T GHtQA t. YGM alDiq SV (.mOL A/f.bl Im[6 Np M[tRW AMa1j G IWI 19M Rv Si[ tt GHlffta Sewer Line d Size -- �_ Sege[ Nonhol[ Single Sewer Service �-Sf- Eusl. Serer Line h Manhole WATER BYIM I EGP7ND Canslruat Water Lne I- Single Water Strike I OF 6 = 1, 2 OF 5 = (mckdes B'Gale Valve) e Con[. Thrust Elak ® Got, VaNe 5 OF 5 . RAN AND PROFILE - GOLDEN WILLOW CIRCLE Q. I ".. LEGEND r.Tk GO FIRE HYDRANT DETAIL O♦ s was'.a,n Is. G, BNo..w.[alan-w-w". Q. eM ¢e r NDTES. O :ohm. oda w��:,•••I.a y. q..•.L- . m w OO Tana O M.a °aozr w .&E,.i°�T� -rsx.hz�' ()r vA errlhw-x r.�ia`dve m%r° .......-liwn Y a,x. rwa•ve © AwFmM.a .a A.M, ®♦atr•.Nr Km COTA&I`!°"'YM ®M. .xRn. M.x rn.♦.w mt an i Mi,Ip�aL [nan aM a 0 YwWIrA WNe.q 0 evens w.r.....Fle oN - ® L rover r ml Ia , HYDRANT nes a ..'lIM rllFIRE I aoiwrniw�s DETAIL Is. S�v 4Q4 NOTE REFER TO REXBURG CITY DESIGN DRAWINGS WW/WLR-01-03 DATED 2-24-03 ON 127H WEST FOR THE EXISTING 8• SWfOANr SEWER LINE AND THE EXISTING 8• PRESSUR28D SEWER LME DA GENERAL NOTES 1, ... nuvARN. As'. aAnaaw Wrsu arcertott M AMG IA M aMRCILR "AL "'T""Ash"IPoM M` AT [WINO mnn6 3 .ILL "1NN "Al N Na TMANIF INp(s 9MLL BE ro M [m a RAnK SWVaNSs. 1, mnMnaR yWt NGM lu SwnAa nfP WM ua SjAII urs vNov A anMM AM MSARRv[VX 5[OpMi[Y SSW1¢I Mlo IM rPol n' Ipp LOT a [QW As AaRO w AM I. xl fW peCIITH rµN6 5WLL n mKRWRO x xNAWY Mlx IR LaPnll fmHeE W{'Ri uRm mn. z. LI[LIRL4 nLIaNW[w. AND AXXX"..I) /sI f mna0 tt AmwO MMv Nn SxILL BE Ir.. M M fMarlixoN T. K MLL AS as PRWn NaUn W XA at IM. um A. p I [ U. Lap+ls swu f »r5au s iAd aA w'�uni as "A"w" si[n ECIC GwIa Lapal YP (IW(e slWl'I f Aw", e. M IYw1r P,WiR 1fN:X pPM SIWL f 15' m0A Irb[L aAfC' 5. PxWM.Un uagNr mlrYl OPM LW f aa¢m ro u' a MA erlge IrbrD @la, nn Pz aavAVrzo sm mIM-R 1M f rmrom up r6uum M HE olRlaw/00TAITw yaA[ Iafx ¢ Uso Mw le' f@. L M LMIarRrtMMla wR AASH . All) uwd, a IFw a.. rM111CA ep✓AR RjG PoI[S I. M mNllwldl wLL xlW Aa PFDw Ill OSM WLW %X[5 "n DUIT. rMNrs GpM med'A" [ 8 (�Me1R OMISIPWirN rMl flae4 nn M,' rA WW.NY I(M G6 [I[MLIAA,e'd al[SI IS lows. M affordOSM WX qY1$ III MUS Yp STREET NOTES 1. ALL WM' LWIR as"noFIm Na MµPWy,or.. drAa- addaW S4aGslm" awM6 z. SLI sLPtlM SLwP MSI[ µtat 4sVIX W AW SRM1t1a-012 w [LLY11d2 AD IN afM•IS WbGM[M a [ fdLLi aaPl MXR """'-� We. w [0 MI w aAMKS [NM4 SRL(r0 �Ny� Gla M PAR NI is 9MLLf! TMeR WNyaa la 0.YlWIl AI 1NSM GbLPr wry Ld1IMnG. a R WI �II,M MHlgl laA� M m PXs aWL W LI IO lrp� GVr T GNW LIRAwXy WIIMa0. xl WRRVUSpR9 tt1fMR 0%IA6 AWANfyIr IT 5[1(X [� 8+ WNIPILIa M I NMl 11M GIs vM lAt"MSR[rrllaS sffr0 I. ILL N0 rLL W MRcrto n M gKXS gpl[p x NWWVL[ MIn aM1 a RIBwa stunnw marnms 1. SG4 GW W[ N SII[fl3 awl .. 6dAN µa. N AIRS. WA NY a An9W Slµr/RS S af6P5 yGARAT µt NT'das"I mdi11{. IIX[S ALI A. 6p9WL 161IK al"NiaaVA'SIµW1M fmuss. OIWRFIs[9V,NL 1. µ1 NP W#s 9wlf nRlsa aSlNGa As 9nLNaPWI WATER NOTES 1• F[GUnM�fa II. alpr MRV .[GWfk/ Mx 1xr SApW[S N raM N M Yµ9 I. M RS W f MINIM N A gS'� 'm Myr OWPN Ia Rvra%1 S10Na Nn SWLLf MOW [NM x( [!CI aAaYI6WMMM -NT S MPT T M 0y, [IFllla Ill qA llp RPIIS f51 ¢e(WI la Rlfla P[LMLIBMIS f M nM1 IX PDBK MR9 WIMJICx 9YLL f a1ryIBR'IU MM MR 51 q M, 5. ALL Mme SWLLf I'ML k'LaFf[q "IV LpSRor 155 ap WS IS' pin �1rN1s�µRV n.MWMInAIryd10IX qM MrA[II[pg SWM I laglwplrs MVI f WIPAGIm ro f YV4I�i@Y IY 11� lar ¢NFA 1K 151LY.f "'y"'d" M [[Ates. [91t[R0. nVJrO µP 115 f aM la A ♦ M[4n¢sorda rIa YaSt Slptll GVl a Pd'AMIµn MRIIa LWE OtlI ORW AID M Ur... MAV Iff mmr. M5[MI Ur LpIa9n SWl f M UrO G51 Mx M RPIIGII "N' la Yl [aylM[ a A WigY or 10 rfl Lx BIMaAXa MRAfL WmSUNLMtlw1Rv Yp A9p II[91µt fWMR Giv If LM91¢KM m Ind. m Mm f As IA♦8f. N f a a�l&aN4 a ma51Pol %Ilr M w Lar 10 MarzlV 51A�ry�S M Ny1Rv 11[ a YMq W G mM Wl f n(AYO N rLU l♦1 NLfS IX LW.RI[ Y[I9Jf0 all( ftl. A . ALL I¢ nW$ aAµp gpaAl ana IOGICI¢ MER U&I.VA'ID rM[$ u61. BIVI fYf NQ µpIOEaT IRMI fa TI 9CM a1Gnf Wtl tai L}q e. WFAl-mNll[ MwUPA W(11.acGSIW[MISNDralfblRIR !Wb(M IRSR M INS. !4 wW.VI; 4p 4. aWFdws" 1, la RN Han /U YAH BL W AEAW la ASt41M1B W SIMIU M RX Tw [Mn . A. MMMRGIsa.1G v. m M�SMI� 1a carneaM addai. kO I. L.0 aALLAhI IWLINWLFMWUCnedowd RSRNeIIan,"d NARY 4pMGMI[ (rLMR 6 USS ID. IW nHaRA I°L R9 M aWlllal a IR MILA IPoNL Q[K a N6LMW[ MM la Plr a RODLW ml$m[Iq Mena Mln. RSIM la a WW S. µ onm[ RSIM IAemnlaM'. M (WI a II6 YTYS Sea a PA9 a M GHtaIP. AVAM. lW II51 IM; M WH M mel a M If51 A'p Ap arzuM 9wl a aMT ML MRR aM0.1[la M Qw0.1CIDA fMG'V.R YAM M aRaLKS LWlaa 4B 1nIM VaPA1aT 10 eaYGA[ M 16R WAIIK Np a{ UXM pSMRM[ 11 IW ..Is LNMR 9we f HLYM OPIID ATT RSM a M MRR two, I} TIE III SPAWIG An M Mm Nn W. SAR a SIaY ata SMuaA Wylg a IGIN m IxWMRPN¢LaRewasm"AdnowwroM4GUI.a0YRUIa.WN0 MRR m u, mwaRAw "-ars MIa W MINI@ a .Exd MRR Alm n waw urs 9WL MI Ttlm e'NaeM @aA INMo oMIX. IS aµL 1Y$MG u11B FR 61aIx A%RSi IW nM I%ldsiaMnxE.Lfal nOTA RPN11 RW a NHP AMMt01rAK M a IW aYS pa, a Ye[IMtR Y[ ALYl11 fAY/ M An M On OF M uH UD SLID 9Wl a rPIpY4 WAA a IGMv na•m Ia PMwA Dmn a roach Wnw. 11, I1mRMswf WV[NM wpaaa IXalM STREET PLAN LEGEND SEWER LEGEND 0.00.00 Centerllre Stationing ED CMch BIf, ------- Soured, Dne R,ght-0l-Wq Line ----- Centerl'ne Wt CUP Edge of Ashpolt _.. _.. _. _.._ Flow of 0kh Sidewalk NO EXCEPTIONS TAKEN CITY OF REXBURG SEWER NOTES I. faNIO@¢Mlr% n9MLLa M AaIX¢Gm a If OMM[la w Mari µl if NAM= a M czat"I" SM1rLU[. 5 AIYL. Un. mWGb RD SPll6/pF AFNIWI[ NM 9 M A, AHIDA 3 yx[�nnona¢ Ad eAYA NNIIpfRan or Lwl. an"LLpR�gyS rW[¢ u0 t0.ta 9�wluf mNsl'"RWIM[p Ad Moir RiRAO SRIWhWm [ ♦ cesMtc W rWwas Owl f artAlbM [Irxl[v N M mo a"Na mSAWTm S AVII0.1[Itll eXW MAH AW [WINE MHa 51RI5 a51UASa 0.Af 6MIRSINL WJI[p"L RaSYYS Mml V-L'W rt FEWaw c IaM GIXM nms[o arAl I19/a alfTHsrµWA��R ce1FA rumM nem Aa@ L'a if urzam ra Yaf A ITA Do4arP.i TAX.. n MLYIO aA¢ /LL RSINL a M 5[jt9 [015RR}gx Ad wl�"W " wronk IO vwRLL �R. LPmu W YLWI. r P[1b'k ¢ faSVPs. PFn/[d[A5 A. µl KM09wl SLtlp'IPoI[Im IO IH OnanW rNLS SIAM% N11aM1 9Wlf NRMiY TLma mNM In SINIAn s[HN r�`[5 stall f A Wl1NrI a q[ 1I' a-%iRam tl$Ar Lalvv5 µl Wvar year m¢m[ W 0.Y I.i IrasyMw IMI4Wft IO 6M. wu f,;9. TMs[N , a WT, fOP mllRaa rro fa^ti AI Ix9a0 aAo[ T sMn Mwp mwWD ttMfRMGM WW¢MI]SWLL f Asard AW.Hadswssaaw,'ao Tslax mllanva@4MZLLakxRz lIPa9 aws f minA[rzo z. nMPs Px9Io IwryIM[ mNal[ mun II. NIDW/1: /nx M 4 mrmlG a M WO ALR[Llm rUR p9[xpAIS a1TInILIW SRRWa$Ny If OM1G LPIHM SWpPoS Y10 Y(aGla6 u. 1¢HNf[W mARRRRMMMEMO[aMfyl¢mf NSlul[0M(fMW MN WWPa[[ VS[ Aw/ORWSWt awM N a9[R w YMR A rARwOIf YIL u Mf n¢Irasvn ra ggwwpp AwM 0Lw55 IXn anaR Nn Msslm uu[[ AeOrt a uta MV IR MRs f W M MaPmWk IR ssA[R u[ a.0.YG awl W nVM Ola GG ml Ptt IIM MI@Ifn gNls a muµ m61gLIa[ rw A OmM[5 a m Im ON eOln saSa MMRPIM, q�ullgiMa fru- µO SWLLf GNRfO M9 M AI ID W14l JLM5 f % RgI M .1,U yfV a a tlMR1MI9y IR 9 w 6Na1111IX RA Swryp� HE Its a R11(a BIM WYf[ Nm1x N1 wises YGS"y Ai M.U. II. N[f MYEL9 WN fPIX 1LL µlD.9m SM 4WS ff551Wlf Gr6lMIm wA O[PIXIX 93'AI MLR9M1 aL M MLWI ViI NfRPMM(aA NT➢ GVl( two, 44 SM[[ WS 4141[v SqR IMS YWl S rdIGMRa AI A HNWS IS SM9 ig1'LWs9"LLff NC µp GMIR[Ra qA Rxi 15'9$IR IPaNl ml a¢w9@AL Mir OMff-AMYMi ZUSS SWlf All. AS GRAN m RW 14 MIY]NRµ YMU1Sx aIR MI@AyI S11fP WM LwIf AIIWjNa RN (I01 rtn. n. WxCtM N [ Om[ mMIb10.[�M � vn OPI¢P 4n M nWamS [WWG A. tls 9PIL ,a IR Rf P.#]69p M [N#@ YP 4tiAID [tart 10mni'I°w f Gn51m IRnam ia'�ilars IIARsu¢ o w of ro IR aMwnwrs n. aMyand...5MMaMl Auaa.UMa Gori IX{sIRJLIwI A M OM1 awsre"A W RSI IR ess'd a M y[py(@ I-. [ [ faGryL 1R�y.EYIIPOUM rIM IH M aG a Ias,Mi64aM1T SMLL%P1�0 BMR reHlgf0. Ig1m0. f M RInd(.VS IR aG G[AaUR MµX" Is plsRGa•NGY [Mf@ Yp .. IM IA9I�W.°MllaRa = axRSR If EWf1M IM PR UYJG LP[Mlp[ 51, AMU.wNR/f awId AXx OwMUIS MaxM1KIa w., RPoay WMdw, APMR Idranx Ri"A"A 9Wlf PAmwla AT= RS. IW WNIYLMP SIWl6NIM1 M wasaw" MW aM ro 16RIS I}. M llMMLIa 9PLL 1USI M p¢pq{aI [a M W51fW [gala SrM[ Urs aSM 1a [rlO HpG aaM KKRI&=M[MM@S lR&sw M(pNMU[Ia SIVE 1A1 M@aL 11[ IW5 a YM3 yWs AXR a MS OLWfO A%%'A'µ @N M pr�Q 5 rIT[l1a a YVf MRR Ppk¢LLg15 mA H#GIW a YR/a ar II NMIaSR• zl 4M6 PR 9wl f MSµlb F[e IR GII a AtleulC SIrypSWS ].. ataLL [dbYld a aY WIGAIGSloLL MI f KKalm wnMa 1W ISt M%Lmx M aHWf9Y @]QA WfI4 G6.ii99 YT I1 AMI1.IMS,M@uwF rR¢ IyG�M, Ma:[S aq gMWa ME 9MLLf noS[a TA mg4MhIlMM•II1.&MTYr[yOK MMaaaMl UD s[ fRW'ID. URm a IdItY nWT IO PaHNI Mw Ar rMp y yARek P¢ /u xser Axis west aPaao-LHN rMl lwn ¢marWaal lYli 9, M asIIaLRY [WNW SWU f PP[YNI WAPy` Ill 1[sIM a IY IlMP II(. STREET SIGN NOTES I. Alm¢aRwf A¢WaU Mmf[f wMl(u.I.Ca ARMnnaaaGea uLauliol¢ 1 W fM w f W♦MLa a Y YWH Ra -MM 11 G alvWfO Pf N aM1-RROMRO 9fn3 s W y, WM 0. Add AWAMI P1Nr0 MRS MSNRA GN[ IT. MLR IS11Pa prn ♦. Irc ..NWMllswlfrt ./u snn Nut sn Nmw9wl Wsl Alk wuf IN .µlspSmRmanOTMan@atu. ¢ sMn`wXGNMRmfaIR...EdwAOnR,.XTW S vda WW YAG MSI,dwas. b'.M'sIG sGV T GHtQA t. YGM alDiq SV (.mOL A/f.bl Im[6 Np M[tRW AMa1j G IWI 19M Rv Si[ tt GHlffta Sewer Line d Size -- �_ Sege[ Nonhol[ Single Sewer Service �-Sf- Eusl. Serer Line h Manhole WATER BYIM I EGP7ND Canslruat Water Lne I- Single Water Strike I OF 6 = Fre hydrant MXTA , 2 OF 5 = (mckdes B'Gale Valve) 0- Con[. Thrust Elak ® Got, VaNe ---I-I- Existing Water One b EGsling fire Hydrant WILLOW BROOK PARTNERS, L.L.C. WILLOW BROOK ESTATES DIV. 2 HARPER-LEAV/77" ENGINEERING, IN PRO£38SIONA6 RNOINRRRA'AND LAND SORVRYOR9 e9A M fff I �� ARAd-as" WJ Fuas I SHEET INDEX SHEET W.. ASCRIPIVIN I OF 6 = COYER - NOTES, SHEET INDEX, LEGEND 2 OF 5 = OVERALL SITE AND DRNNAGE PUN 3 OF 5 = PLAN AND PROFILE - GOLDEN WILLOW CFM N OF 5 = PLAN AND PROFILE - COYOTE WILLOW WAY, ANTIC WILLOW DRIVE 5 OF 5 . RAN AND PROFILE - GOLDEN WILLOW CIRCLE WILLOW BROOK PARTNERS, L.L.C. WILLOW BROOK ESTATES DIV. 2 HARPER-LEAV/77" ENGINEERING, IN PRO£38SIONA6 RNOINRRRA'AND LAND SORVRYOR9 e9A M fff I �� ARAd-as" WJ Fuas I 12th WEST NO EXCEPTIONS TAKEN BY, CITY OF REXBURG OT 2 - - - 56�f}ERI— � ---------------------J r ii I SEE STIED SIGN o „ MMES ON SnEFT LOT 1 I OF 5. g I # I D°' GOLDEN WILLOW i Ll� avlr� SCALE HORZ. 1" = 40' NOTE: PLACE 2"X4" WOOD POST APPROX. 3' ABOVE GROUND AT SEWER AND WATER SERVICE LATERAL WHEN SERVICE IS PLUGGED t ------------.I I I j LOT 2 I I I o -m. u.veel I i I I I I BLOCK 3 LOT 3 i I t LOT 4 um �I I ISIM1 SI a j SCE D I SIGN .11,OF, SHEET I Of 5..ON — I1 -y I it I wl F N0� F P PRS I LOT 5 t t t U N J J 0 W Q $ Q w � o 0 o �d 0 f u m m m to O 0 p J J 3 O m a IDOI934 aRU516201 t----- t------- ----- ' I •WII• I i I:IN NEST � BLOCK 1 LOT A I LOT 3 LOT 1 BLOCK 2 j r� SEE REST SIGN NSHEET NOTES ITE 5.. s �' LOT 4 LOT 1 I s E; LOT 2 SEE STREET SIGN t xSEE o oN I I OF 5. NOTES ON SHEET I OF S. LOT5 a�' q GffiI GULDEN WILLOW s I li i5 ^E GOLDEN WILLON o gt j - ------------- R -------------- ------- ------ �-- -----` ------ - ------------' I i T- i �- OT 2 - - - 56�f}ERI— � ---------------------J r ii I SEE STIED SIGN o „ MMES ON SnEFT LOT 1 I OF 5. g I # I D°' GOLDEN WILLOW i Ll� avlr� SCALE HORZ. 1" = 40' NOTE: PLACE 2"X4" WOOD POST APPROX. 3' ABOVE GROUND AT SEWER AND WATER SERVICE LATERAL WHEN SERVICE IS PLUGGED t ------------.I I I j LOT 2 I I I o -m. u.veel I i I I I I BLOCK 3 LOT 3 i I t LOT 4 um �I I ISIM1 SI a j SCE D I SIGN .11,OF, SHEET I Of 5..ON — I1 -y I it I wl F N0� F P PRS I LOT 5 t t t U N J J 0 W Q $ Q w � o 0 o �d 0 f u m m m to O 0 p J J 3 O m a IDOI934 aRU516201 NO EXCEPTIONS TAKEN BY: CITY OF REXBURG BLOCK 3 raxex MALE - - HORZ. I" = 40' VERT. t" = 4' NOTE: PLACE 2"X4" WOOD POST APPROX. 3• ABOVE GROUND AT SEWER AND WATER SERVICE LATERAL WHEN SERVICE IS PLUGGED 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 18+00 29+00 # d CO IE� w 4856. . 4852 - r_ a N 2 4648 e m 4814 _ _ Sq �... --------- Y -. " _.-.saes uX ----------------- R.rvwwo4o __—__— e• W. .a n . _ $$ ua . _ n°Yils' __ _ ____ _ __ yNwu www ------------------- MIKE.-. rwn.�A caaexo I I ICnel um martc0 I I. ew.os samE - - II uu v. e• •o.os Hart II I a _ ___ ___ w.m LOT 3 I li 8�„ Lw . _ rw§ uwyo�x ___ _ _--------- $i _._. _ .—_ V. . 4856. _ _... ... 4652' _ 4846 4844. r ¢� W ]� 11 8 Q U — m 7 m % O Q c 4840..4840 e..os.so vazue"eu1 1 - 'm 4836 -. - Z ®AS mcmM-Nem WTI. YC. w w �. oaos �AWpAwx�6 A 4M m m.�e rv.7m4836 } .0 lw.ux t wrtl I;p � ci mlaa[IFUM�uttel I i7 wrt JAC IQ 2C`O9 W n w 4 m. o wx nwaawx ss.svmm �re: LOT 6 LOT 4 u.'...':i= I�' 8 V "iV'I r"ss.`m LOT 2 xd wi:u°o 4 I"(I �6@ e+a LOT 1 n ,.. „Imeo- w�my ' v' � � Nr. N -.lie Nt an_ >W S eanl. w A @ SMa O Moe a � M' N:elm F HS _ C ttvNee 41Y6 g � i d rt ] : W' G � t MIII . 'WPoi:.l:w NdY § LM[ __-----R ��:� L_____ w'w E �? I I I E U' 2 y n o- _.. 1 a LL i_ v ry' MBi 6 1 h -I ry * 1 bry pyo A A I e• WArz 9- A-1 _ m 0 13 ~ �� -- _____ -- -------- - --- v QO w A n n LOT 2 eyN*. 15+54.00 Me..ssroaPoa Iia omm• uR W. -u rcm p R R �w '^ u+• u+eATCH LINE "C" .v am "'"'• N J 3 LOT I swan' pO0'Po SEE SHEET 5 OF 5 LOT 7 LOT 8 = BLOCK 3 raxex MALE - - HORZ. I" = 40' VERT. t" = 4' NOTE: PLACE 2"X4" WOOD POST APPROX. 3• ABOVE GROUND AT SEWER AND WATER SERVICE LATERAL WHEN SERVICE IS PLUGGED 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 18+00 29+00 # d CO IE� w 4856. . 4852 - r_ a N 2 4648 e m 4814 _ _ Sq �... --------- Y -. " _.-.saes uX ----------------- R.rvwwo4o __—__— e• W. .a n . _ $$ ua . _ n°Yils' __ _ ____ _ __ yNwu www ------------------- MIKE.-. rwn.�A caaexo I I ICnel um martc0 I I. ew.os samE - - II uu v. e• •o.os Hart II I a _ ___ ___ w.m ___ mxu sws ur vx. 8�„ Lw . _ rw§ uwyo�x ___ _ _--------- $i _._. _ .—_ V. . 4856. _ _... ... 4652' _ 4846 4844. r ¢� W ]� 11 8 Q U — m 7 m % O Q c 4840..4840 - 'm 4836 -. - ®AS mcmM-Nem WTI. YC. w w �. oaos �AWpAwx�6 A 4M m m.�e rv.7m4836 a p 6954 wrt JAC IQ 2C`O9 W n SOALE HORZ. 1" = 40' VERT. 1" = 4' s NOTE: PLACE 2"X4" WOOD POST APPROX. 3' ABOVE GROUND AT SEWER AND WATER SERVICE LATERAL WHEN SERVICE IS PLUGGED 10+00 11+00 12+00 q gg 13+00 14+00 ;. 4856 " [[MI a O M�6 A4E n 4652 0 T.\ ---- X n 4844 ms ms a .v arm me �r r. ' [dRf. 168 ✓ e' Aar an A rcgr ��Mrl ANN .0 i 4840 N 4835 NO EXCEPTIONS TAKEN BY: CITY OF REXBURG 1. Tl w o a a T 6o'xix fe'U9 i.31 w,'a0° M f« U= 4 LOT 5„ao.oea i.a iar MATCH LINE "A” [ ro Z e au T " BLOCK 1 ar"'f. sm s.r. r cw. SEE SHEET 3 OF 5 :•pomb° 0.tl9'D- NM O n.n now .nw. fe .r W � n -mar A..6fa f.q. m.e4.00 o-xa LOT 7 r r [alx' -- ra ' e ar BLOCK 3 2 "o' - I gym. -ins. _i � [` I y b r TIB- WILLOW DRIVE_.. PI m+oz 1m n« wo a«. I r fvo' 8 gi �1 t ''' � I i. w• " ,n•sau�:.x.f �': a.ozasswr"A I 1yy svo�o6 SCALE �8 �f .• "mw tmK'"""«x fuow,o�ax; I HORZ. 1' = 40' «xa� eo X �xia«° VERT. t" - $ 66' BLOCK 2 _ 1 . T w LOT 1 LOT 2 I. II 1....4sa°� I I NOTE: PLACE 2"X4" WOOD POST APPROX. 3' ABOVE GROUND AT SEWER AND WATER SERVICE LATERAL WHEN SERVICE IS PLUGGED XX+XX 30+00 31+00 32+00 33+00 34+00 J J a m gy z8 Y.. g _...� • .._. R _ .. E -� X W W o J Z a E¢� 4856 4856. 4856 0 111 zd ____ IL 4852 4852.. _l [ama ae of f - [am'n6485T �. V `j J[ A.nreaa4s� - _ _- fxwreaee ------------------------------ « , 4648 4848 [ e-sme _..a4n _. 4848 m m m X 1 .. ... ..... O �[« 3 sw ' " - mor r AAs4 0 4844 4644 s u A.�mu.re a ox Aw 4844 x m'Kierir la vaU uY� � s PbM fo [ �. MP[[fall 4840 4840 4640. .. � y* 2001954 ar . W 16. zYas 4836 4836 - - 48361 W 1P _ _ arms an A[n m 4 �1am NOTE: PLACE 2"X4" WOOD POST APPROX. 3' ABOVE GROUND AT SEWER AND WATER SERVICE LATERAL WHEN SERVICE IS PLUGGED I 1 NO EXCEPTIONS TAKEN BY: CITY OF REXBURG .,wen ts��len J LOT 3 BLOCK 3 a wi�rz ec1 wu w"�orcm caxaen°ua iwn � uM ,nmM.iaw unc BLOCK 3 c. wmeaawxo` .M.1V'° lava "'.°rarzrn °a:; aww ¢J LOT 7 8 wlx ewior g U LL A oa ( x- J I a O a .aJPY'S q ian - m I. 9 i"^ 6 y LOT 6 e 9 Ja.nms� `�� 6LOT 5 ^ - w .._.._.. ._.._. ILt0 CIRCLE' - .V__� --- u'i 8 q -i -i __ 8'R:Im.e Jeu4 J.a.e ;wa maJ.a.a,,a� eJyvr 4854 _ ___. "- - ,----------------------,__--- . cam J.ww� • - am. sac II rye III Lor 2 love J LOT 3 BLOCK 3 mer Tw - ieaxm z w"�orcm LOT 4"-v I soALE HORZ. V = 40' VERT. I" = 4' 15+00 16+00 17+00 18+00 19+00 :.. U N 4866- a VJ J.a.e ;wa maJ.a.a,,a� 4854 _ ___. "- - ,----------------------,__--- . cam J.ww� • - am. sac II rye III ¢ ¢ rc II m II - II 848- 4on m m e 3 III O 4644 J --- L-- - --- :,eesac - --- aw X019& ------------ .. ' :... _...... _.. 4836. arena 1r m n r NOTE: CITY STANDARD FORNEW CONSTRUCITON JOINTS AT 5'-0' (TY% 1/2' PREFORMED EXPANSION JOINT N TRUNCATED DOME I SLOPE DETECTABLE VIII---- y -p• WARNING PgNEL� —CUR CURB AT FRONT OF ACCESS CUT FLUSH WITH GUTTER DEPRESSED ACCESS WITH LANDSCAPE STRIP I NOTE_ 12' OF GRANULAR BORROW BENEATH CURB NOT SHOWN FOR CLARITY, TOOLED RADIUS STANDARD CURB AND GUTTER SECTION 1/2' �1/4' TOOLED RADIUS 4 A . ` 4. DRIVEWAY CURB AND GUTTER SECTION NOTE: USE WHEN EXTSTWO SIDEWALK NEXT TO CURB .& GUTTER 1/2' PREFORMED r--- EXPANSION JOINT BACKSIDE DEPRESSED V e ao TO NORMAL HEIGHT �o 1,12 SLOPE / 5'-0' CURB AT FRONT _/ `TRUNCATED DOME OF ACCESS CUT DETECTABLE FLUSH WITH WARNING PANEL GUTTER 17'-0' DEPRESSED ACCESS LK i/4' CURB. TO 1/4' 2' .'.p NO. 4 REBAR 12' ON CENTER BOTH WAYS e 4 v . m —6'�OF 3'{ CRUSH VALLEY GUTTERR SECTION (NO SCALE) CROSS DRAIN DETAIL Lon DRIVEWAY (LANDSCAPE STRIP) In Non -Extruded Curb= Note, (ReSldentlal does not require rebar= relnforcenent) CITY OF REXBURG C11110 - Americ'a's Family Community R/W Uoe War. Sidewalk Landscape Strip See Note 3 a e`u D 9 Sic a As Re uired —1 4' Ft. t Slo a I� a N";� U C 1n z aj[ See Note p1 Commercial) SECTION B 4 Rebar 18' on Center oth W B Note, (Residential does not require rebar reinforcement) COMMERCIAL & RESIDENTIAL DRIVEWAY NOTES: 1. 12' of Granular Fill (see ISPWC Standard Specifications Section 801 & 802) shall be required under all concrete. Any alternate depth including naturally occurring granular base material encountered must be approved by the City Engineer. 2. All concrete shall be cured with a curing compound as specified in the Standard Specifications or as directed by the City Engineer. (See ISPWC Section 703) 3. Standard sidewalk width is 5 foot w/ broom finish. Standard slope is 1/4• per foot to street. 1:12 slope maximum 4. Place preformed expansion joint filler at driveway construction and at maximum spacing of 50 feet of sidewalk. 5. All concrete shall be 6 bag Portland cement. With 37. to 5R entrained air. 6. Where curb & gutter is not present, asphalt must be sawcut to allow for smooth transition. Project Nerve dAddnm CITY OF REXBURG SIDEWALK CURB & GUTTER DRIVEWAY STANDARD DETAILS Walk A complete TJ-Xpert framing plan requires the Trus Joist Framer's Pocket GL See Trus Joist Framer's Pocket Guide for Product Trademark Information LEVEL NOTES File Name: 66 -Tom Tibbetts Jamie Wiseman.JOB Level Name: Main Level Plotted: 9/22/2006 12:19 Design Status: Main Level ... 9/22/2006 12:17 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD Floor Area Loading Is: 40psf Live Load and 15 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load TJ -Pro Rating Information: Weighted Average: 50 Lowest Rating: 38 Highest Rating: 72 Glued 4 Nailed Decking is Required Direct Applied Ceiling is Not Required Floor Decking: 23/32" Panels (24" Span Rating) Normal O.C. Spacing = 16"* *Unless noted otherwise Scale: 1/8" = 1' S r 2 8 2006 iL CITY CTJ AX, P tr t. HANGER LIST - Simpson Strong -Tie Company, Inc.® Plot ID Qty Product label Top Nails Face Nails Member Nails Notes Hl 13 IUTII 10-NIO 2-N10 (5)(6) H2 12 IUT11 10-NIO 2-NIO H3 10 IUTII 10-NIO 2-NIO (5) Hanger Notes: (5) Backer Blocks Required (6) Filler Blocks Required JOB COMMENTS 66 -Tom Tibbetts Jamie Wiseman DB -87 CREATED BY BMC West P.O. Box 1831 Idaho Falls, ID 83403 (208)557.5056 FAX: (208)529-3610 O Point Load Line Load Area Load O Detail Callout Label (See Framer's Pocket Guide) Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) 1 of 1 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Preliminary Layout for Review and Approval TJ.Xpert 6.42 (#693) C6.42 06.42 S6.42 P6.42 JOIST AND BEAM LIST Plot ID Length Product Plies Qty A34 34' 117/811 TJI 110.1oist 1 3 A32 32' 117/811 TJI 110.1oist 1 7 A30 30' 117/8" TJI 110.1oist 1 1 A26 26' 117/8" TJI 110 joist 1 4 A18 18' 117/8" TJI 110 .joist 1 6 A16 16' 117/811 TJI 110.ioist 1 26 A14 14' 117/8" TJI 110,joist 1 4 Al2 12' 117/811 TJI 110.loist 1 7 AIO 10' 117/8" TJI 110,1oist 1 4 AB S' 117/811 TJI IIO.loist 1 7 A6 6' 117/8" TJI 110.1oist 1 5 A4 4' 117/8" TJI 110,1oist I I BSB 18' 117/811 TJI 110.loist 2 2 B16 16' 117/8" TJI 110,loist 2 2 M1 8' 13/4" x 117/8" 1.9E Microllom LVL 1 1 ACCESSORIES LIST Bbl 1' 5/8" or 3/4" Backer Blocks 1 33 Fbi 16' 5 1/2" 2x6 Filler Blocks I I Rml 16' 11/4" x 117/8" 1.3E TimberStrand LSL 1 15 Pcl 3' 6" 117/811 TJI 110.loist 1 1 Bkl F 2 1/4" 117/8" TJI 110 Blocking Panels 1 22 Bkl* 5' 3/4" 117/8" TJI 110 Blocking Panels 1 1 Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 54 Bk*, Random length blocking panel cuts Bk, Blocking Panels; Rm, Rim Board; Pc, Parallel Closure JOB COMMENTS 66 -Tom Tibbetts Jamie Wiseman DB -87 CREATED BY BMC West P.O. Box 1831 Idaho Falls, ID 83403 (208)557.5056 FAX: (208)529-3610 O Point Load Line Load Area Load O Detail Callout Label (See Framer's Pocket Guide) Required Bearing Length in inches (Adequate bearing has been provided if bearing length is not indicated.) 1 of 1 FOR THE TJ-XPERT WARRANTY SEE FRAMER'S POCKET GUIDE Preliminary Layout for Review and Approval TJ.Xpert 6.42 (#693) C6.42 06.42 S6.42 P6.42