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REDLINED PLANS - 20-00142 - Eden Townhomes - Bldg #1, units 101-105
I EDEN TOWNHOMES- South 5th West Rexburg, Idaho 83440 DRAWING INDEX 00 REVISION LOG 0 a r� i; ARCHITECTURAL SHEET DESCRIPTION o O N V AO.1 COVER SHEET A1.1 FOOTING/FOUNDATION PLAN A2.1 MAIN FLOOR ASSEMBLY PLAN A22 UPPER FLOOR ASSEMBLY PLAN U A3.1 EXTERIOR ELEVATIONS a A32 EXTERIOR ELEVATIONS A4.1 UPPER FLOOR FRAMING PLAN L A5.1 ROOF PLAN A6.1 BUILDING SECTIONS Q A7.1 DETAILS o :> > A7.2 CABINET/CLOSET DETA,LS A7.3 WALL SECTION � A7.4 DETAILS A7.5 DETAILS E1.1 MAIN FLOOR ELECTRICAL PLAN E1.2 UPPER FLOOR ELECTRICAL PLAN U0 r O Q 00 1,- N N O N V 1,- r O U a f6 L U Q L) o :> > E � a.0 Q U0 a o U L c) O D� w CV r O ``•na � N _ _ c1 a + O a Z ri "'t C Nr 0� 3: O N (D ~ T- E c o O Cc W o � -c 0 N W � rc c 0 'm w N O m _• 7 m N N w Z N rn U.1 i O J Q (7 +� Wcc � 7 H ZXX (,) W W ¢ F N J V LL p• O Q = a 0 r O Q 6 HORi2 & VE" 24" O.C. Vii 2 IN TO? 42" e WALL VE7? f': . s. f i IRIZ 24" 0.C. Li7I TO? 6" rom T16 556®illl6 A'9]8 nur enol nE sel5vu MF9AM@015 Y41®IX PL HLMAI 1116)1 ]] M@ I£f, GC rlNr A M � IF/B. YMW I%6FnLEdlE41 EVER RI ML SWS W rIE1WE P M5 5 xT r W E TBI WMki 5YAE33l FLR PAt11Bl N VLY51$ Ab OFAI rolE rxs ENE603E15 AYA.S nur nE Ere 5 srnE wavy ro sILSv. suxlrc rsaxa65 aL w,r6aos IF nes 5 ror TRE n srl DQ11kr B W IB3l Fqt RRT6t N VLHS KO LESEx FOOTING 5GHEDULE T}F MDM IHBM MCK IiMW.@91! Fie 5• LOM 9• a.a6W CW M4 Y! DINT W' 1.49W [QR. 5,34 IV [q11. W 1.{54S (qr. bN ]4• N• W 1.46ARS P WY SW W W W s,.45V5%q WY 446 W !6' W' A.45V5 FOCMYNY SMD IY b' W e,.4 &%lA6N x4Y n'o• ]ro• ]ra u'4' ue. lMW L I N6 Fl Iw HNJ. ------------------------ — -------------------- •16'OL. — -- •16'OL. MPJ 2+6 FR IW NA -L ------------------- ------- ----- F ------------------------------ R9 2K4 YW.L E)(RRIOR O6. DL.(M) 6- 0L. ]4'LOX 04 i I I I 1 I i I IK ATIOH 16. DL. PH. R)1 6RICREIE SIM W41 pJHELS SHALL 1' T'�Ai® IWLATo cdwETE .WO'b' s 34' OF. IXYIAt� .1b... ]x6 FRES`JMFDroLTS pyyylgR SILL I ✓TE J�L3 ]x 1P£ATED MILDS, RO%t ELLE MAb iRE4TED Fut $EE B19REERINS ANLHR `+ILL PLATE W 0' U.ACR2R SWniWN . N. DPert 4.L4YWRE2 1RE4AiTEP E roTEs SUTE LY.1.T5 A!B •T �� ' VOLVE ! 1M AIWN APGMD ' .. MISARSEE IO FDMAnON REBAR E •FOOTIIG Y£p �• • REBPR SEE F16.1 IND F T W SEE r T' YNLL ITI'P) . FT6, 4 Flb `JIEEr FOR YG R REeA45EE FT6 fib FDJTI115 SEE p IOAAIWI JJ FWI W L F ATIOH DETAILS PAGE �' , FT6 I Fl9. SEE DETAILS EEE t SHEET FOR .1 JBATi FOOTRK L PgMOAflpl DETAILS FOR DETAIL ENG, IWTE5 'DDT'IFONYDATM PI6E FOR DETAIL J�• FT6.I MD. SEE M TWIES DETAILS .34'OL. Pn6E FOR pETA1L FOOTING BETWEEN A INTERIOR FOOTING A FOUNDATION WALL A GARAGE FOUNDATION INTERIOR FOOTING A H �. GARAGE 6 HOUSE �/ „ BETWEEN UNI75 B A „ INSULATION DETAIL „ ^INTERIOR FOOTING WALL DETAIL A G TEETWEEN UNITSOx6ARA6E x*� xrs. xrs. v xra E RIL HORi2 & VE" 24" O.C. Vii 2 IN TO? 42" e WALL VE7? f': . s. f i IRIZ 24" 0.C. Li7I TO? 6" rom T16 556®illl6 A'9]8 nur enol nE sel5vu MF9AM@015 Y41®IX PL HLMAI 1116)1 ]] M@ I£f, GC rlNr A M � IF/B. YMW I%6FnLEdlE41 EVER RI ML SWS W rIE1WE P M5 5 xT r W E TBI WMki 5YAE33l FLR PAt11Bl N VLY51$ Ab OFAI rolE rxs ENE603E15 AYA.S nur nE Ere 5 srnE wavy ro sILSv. suxlrc rsaxa65 aL w,r6aos IF nes 5 ror TRE n srl DQ11kr B W IB3l Fqt RRT6t N VLHS KO LESEx FOOTING 5GHEDULE T}F MDM IHBM MCK IiMW.@91! Fie 5• LOM 9• a.a6W CW M4 Y! DINT W' 1.49W [QR. 5,34 IV [q11. W 1.{54S (qr. bN ]4• N• W 1.46ARS P WY SW W W W s,.45V5%q WY 446 W !6' W' A.45V5 FOCMYNY SMD IY b' W e,.4 &%lA6N x4Y n'o• ]ro• ]ra u'4' ue. ------------------------ — -------------------- — -- 7 ------------------------------------------------------------------ ------------------- ------- ----- F ------------------------------ - — — - — ----------------------- ---- --- i I I I 1 I i I I i I I j A A A I I q i A j I i l ---------------------------------------------------- r-------------------------- ------- i - .. . ---- --- - - - ----- ---- - - -------- ---- --- Y Ir.T• Wa' D'a laa D'-0' Wa' u'a• Footing Foundation Plan SCALE: 1/4• • I'-0• Reviewed for Code Compliance Building Inspector V) w 2i O Z O l --- z w 0 LU O Q O W W O m 1 1 • i 9 R A FRAMING WINDOW SCHEDULE , i. 5kE le1Y. OES'.mf'lION I rr xB+d•sx m 2 w x4WM NO B {Y'x lW M. 2 !'-0' W'9• 90' ro B!'L{b b'06W FRAMING NOTES i. wxe exreDOR X41b roa]web WBaw 9'C' 16'd 9'-0' fL TGP MI[S 2 !MA(R Fa19YLR M4ID !'-0' W'9• 90' ro B!'L{b b'06W ty rav fora 5. IXRUOR CFMIIN X41. IbC1800JERi@Ap D(bR roEW nab Woc.w i IbOBO OVERIEAp pOOR j rL Tor fora e IxnIYdI ILMNEMIM XIl1'1 TOY]N{I16'OL.w j I .----------------------------------------- YL ibP Mia 5. YWl4 CG1Y®11Xr5. ro BG L{I Ib'OG W flI1Q M10 SHEM WALL NOTES Au IXswAaA.1 SS x A. sxA, az vNAN<D SN .n6. A. ANN . on emn ,oSmucmNY wow v.xns. n EDQS MA 3'NIW. w M[fA. 3'M W[p M41Xo 1I IDIxxxG PwxEL fK35w AYp Nx15 SNELL BE SS.L4Pm MRAE X61 xA45 MC IDA[m 5' LL[ m [ U .E NAI YULL IXRM MLxuWS OR W W NW iLWn 5o F.1h MuiwL M VMTSN x xm IER M ANFR'.xoN x 4 TAATMwDM ANO .0 .o>ma �.cMxG w uME M�ACE ac EA. E.RiN 9�EAMO,RnE M'x NA6 N Pou xq WNy Mrt5 A' PC SHEAR WALL SC EODU m aWATNN. na wL SVE ,n= ONE SIDE oxE soE 4. ac W . 1,61 ' SW_, ,nG• tlIF 9M & 3'U.L. ,f 4.0 M. AND SW -1 ROM 16 �ESAPUS5 MAY eE WbDTJToS m xm5 AT $/2 mAMNO ON SW -3 AW., m.P R MI,I n MJ}xi6 VWn EDnS ]ra 9'C' 16'd 9'-0' 5'd' Ib'L' 3'-0' 5'O bq' 9'9' !b' W4. SW !'-0' W'9• 90' IbC1800JERi@Ap D(bR i l OW OVp"6RD DOOR I i IbOBO OVERIEAp pOOR j i 16000 OVERXEPp OLGR 16080 oveRNeaD DDDR I j I .----------------------------------------- auea9e- Y TYPt X �si%1, Sc�e wh V 0A CGot}e-r (2) GAR GARAGE (2) GAR 6ARA6E 12L;AR GARAGE (2) GAR 6ARA&E (2) GAR GARAGE qb' 4'-0' -S• S•d• 4 -1- L sra s5v 4- q p $ � R.Rn ❑� le yIX $ �}i 15 $ 4a �Po 8 a 4 ! 15 yo $ T Tb b -n5 9' 9'q41..,Tw 9 9'-3 q i 9 9'.3' q' •3V 9' 1'-0• q• ? 5• p ❑ ❑ 6 ❑ 4 ❑ 4 ❑ 3'd' 3'd' ]'d' 1 jj 3i 3 ] b'.II• B4 ' 3.-0I. � i •I 6'.II' 8'9}• 9.�1. 6'Il' B''iu:' !�} 3ra 3]'a 32'-0• rr-0• ural Floor Assembly Plan �7 Building Inspector ®NORTH EDEN Tbwmo Es N.uWrAyxMSn W..4 W6NR. N.M � DD 0 000 N N O N V I-- q O U) WS L 0 z 0 Z W 0 W Fim N a fl R Q WINDOW SCHEDULE , IYYE FJIIFAILA N41v 918 tm 0994NPLION 1 ]'d'"SWsx 9 2 f'W xu - fix p ! 4W x W M 2 4 0 1 6. 04 w i0T lvh', FRAMING NOTES L IYYE FJIIFAILA N41v 2 94' 1-0}' SG}' Id. —1' roce2.alw•oa.w YO Y'd I'-0. 54 I'.3' SGS fJ)TLP F.A16 1 6NV6E 4 4 4 0 1 6. 04 w i0T lvh', f]1 ttP M15! 5. IMI@VOM10E4VtK W41 T TOR9tff Ifi'OG.W 4 121 i4P MTB A INI@YGA RTx2FAVIL4 X419 4 ro 99 min•oc.w (a1 rm nAIB !. H41a LElVlSllwll5 MRS:ff Ih'OL.W b1 T4P M1B INSULATION VALUES S WINDOWS "214 [TOR ..M "0 E% I.K LEIUI R-23 E"IEWOR W4L5 R-22 w4l BET.'HII6A¢NSE L WI.FR R -fl PLOOR ALAE 0ARA0E R-104 FT APB Wl6RWE FP AMN WALLS NOTE: SS FASE All Fdt HAOIH^RE IOLATNxIG M MTWdIIS SHEAR WALL NOTES .. swu® Ax "I q aoDT glwL I ]xuowo mlvm- m. wArLo t.jD"a eFrRn :muco..[ Iwo rAxas Inc" Au xwz m¢s wq r xou. w wow. x- an wou DIpIxD Ar.D]wrexx eA+n EDLxs I ST4:DGED w1EAC Ip H.VS YK AYS ]' 04 p IESs. 9xGMiW SII IXrwo Lnv PD .1 iL q1 In rw 1 2 wxuW M YPow All BE PGZD Mr IFA111- :/x' Gpu wG4 M PAxI App DPoYax rW9i DYr 9lI.LL xnr euCML m[ SYPFKE M M 91Gmix4. ExrtxD srt.mrl4 orcx an AxD xM m Po" un wut Ings � IC. bT M WALL SCHE M mmwwmx4 npn >nr oxF IOL SW-xq >ns' wE 90E p Y OC. Sw-1 >np' wE 9M tl x 0.4 lY n.[. u.. lF IIDSDgIFY Iw as wms Al In IIP.bxD or SIW-I Il-] .I.rLLs ]W-3 .Vln SX-PEdFE ]a W RI 3X M gwY4 P.Ml LODES Architectural 2 94' 1-0}' SG}' Id. —1' x.-0. 9.-0. L-0. 504' Ly 9'-4 YO Y'd I'-0. 54 I'.3' SGS TA 9'O' IW. 54 Ly. 5'"Ok 2.-0. y.-0. Ly. 5'-4 4 4 4 4 4 4 T ♦ 4 4 4 4 4 4 �(JfGIGJ`` a "� r AO'�4iw BATH y « 4'G'06 :s BATH awee wG•uc 4 BATH sG'A5 NM ` BATH ra As a BATH ` N'a ub BEDROOM 9'G as �h9 BEDROOM fib $ BEDROOM �! $ BEDROOM BEDROOM 6> iA / iA i /iA b _ ' �VVVV/ Ri fiR W G � W G; I W.I.G. i AX 2 �yL'u:!Llr�l��w-Irl LIVINOX oxoxoxI t---- H IIITGHE F---- ,, F---- HE� IV N INC b0 ji� n4105TNRPFII %'AF R lQ WLL05TMW6L b'MF P' VI W4105TAlRVBL 'AFi 5ff� � � T T*-Si�.LK t Dwn '9° b b F 5P t��cmP T 14' h'i• pd. fi.,b. T{. S'-11] fG4' 6.y. t., y. 541' d'G;' S'-IIA1.' f-0}' b.y. py. 5' -II —k6'8' 1 22G- 2G- x2'a• zx'O' now Architect_ ural Upper Floor Assembly Plan 50ALE. I/4 =1-0 7 -_P. 2 Building Inspector O NORTH EDEN TOWNHOMES vJ LU L O Z O H LJJ 0 LU N N Q ♦ 441 11f��. �yL'u:!Llr�l��w-Irl N N Q t 0) r r N O �- B N Ta`o� PROVIDE ROOF V^ECNTILA-nON Front Exterior Elevation g)ggpgsp AY oON NUMBER AS PER 8306, IRC SCALE: I/4' -Po' Left Side Ext. Elevation SCALE: U4'+I•-0' I. 5TUCC0 HARD GOAT WALL FINISH O. CLASS C' ASPHALT ROOF SHINSLE5 3. STEEL FASCIA AND ALLMINLM SOFFIT (COLOR TBD BY OMER) 4. STANDING SEAM STEEL ROOFINS(TYP) 5. STAINED COMPoSITE SIDING 6. ADHERED STONE WALL VENEER t. 5TUVW EXPAN5I0N JOINT e. RAIN OUTER F. RAIN DOI@SPOUT 10. RAIN CHAIN I. WALL PACK L160T li ENTRACE SCONCE (IP AND PO LIGHT) GENERAL ELEVATION NOTES; A. REFER TO GENERAL NOTE AND DETAIL SIIEET5 FOR TYPICAL REWIREMENTS AND MATERIALS SPECIFIC TO T15 PROJECT. B. GRADE GOtDITI0N5 MAY VARY. FOR INDIVIDUAL SITE FROM THAT 5HOAN, BUILDER 5HALL VERIFY AV COORDINATE PER ACTUAL SIZE CONDITIONS. ,,-C. BALDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ARIL VENT %HERAE. (OR APPROVED EQUAL) D. INSTALL ALL PRE-MAWFAGNRED MATERIAL5 FER KIAFACIURERS REOJIREMEN75, REC4MMENDATION5 AND SPE61FCATIONS, INSTALLATION REOJIREMENTS TO BE PROVIDED BY BUILDER Rightide EE*t._Elevatioa5n�n SCALE: I/4'=1'-0' �vvcNT IVT k_,Uutl L�Ql I IpIIPl lu:e LLI Vy 4� 7_64 Building Inspector PIATE LLY R9 M. Pdb K® WV,.. LU O 2 Z O F -- z LU 0 LU PRu'-IH�Rfbv �4 r M Q V) ° 4mao ai y _ Z � W L W w o �.. W J a LLev.ln�i Z mr U w f U Q PRu'-IH�Rfbv �4 r M Q EJ r e' > 5 w) VOC- U1, '5 B I A BT T I ®A e A6.1 Rear Ext. Elevation SCALE: 1/4' = 1'O• I. STUCCO HARD GOAT PULL FINISH 3. CLASS 'C' ASPHALT ROOF S 1115LE5 B. STEEL FA&,IA AND (COLOR TEO BY O"fAIN1M SOFFIT ) 4. 5TAWINB SEAM STEEL ROOFING (TYP) 5. STAINED COMPOSITE 51DINO 6, ADHERED STONE WALL VENEER T. 5TKW EVAU5104 JOINT e. RAIN GUTTER P. RAIN DOiU6PWT k). RAIN CHAIN 11. WALL PACK LIGHT 12. ENTRALE SCONCE (UP AND V" L164T) GENERAL ELEVATION NOTES: A. REFER TO GENERAL NOTE AND DETAIL SHEET5 FOR TYPICAL REOJIREMEM AND MATERIALS SPECIFIC TO THIS PROJECT. B. GRADE CONDITIONS MAY VARY. FOR IWIVIPUAL SITE FROM THAT SHOW BUILDER SHALL VERIFY AND GOO RATE PER ACTUAL 511E CONDITIONS. C. BUILDER TO PROVIDE ROOF AND SFFIT VENT5 SPECIFIED BY ATTIC V SCHEDULE. (OR APPROVED FOAL) D. INSTALL ALL PRE-MANI.FACTURED MATERIALS PER MAWFACTURERS REGUIRL-T1EN15, RECOMMENDATIONS ANO SPECIFlGATIONS, INSTALLATION REOUIREMEM5 TO BE PROVIDED BY BUILDER awev'F11msw WW,-�sW ani N€+• riwN®ane Otv aaa Reviewed for Code Compliance C 14914 /7 A-4 Building Inspector LU 75G 0 Z O Z LU LL lis N M a W 7 9 q FRAMING NOTES I. 1OIM GRWGR YlV1h TO EE 1E 919'OGW fL ttf RATO 2 TOW NtWi19 TO B Sx191h. 9.OG W Z TOR MiB) i0 PE'LI! 16'OL.W (LTW Ml6 1. LYI@YLR WX1@AV1L5 0419 roCE 41.WOL.W IL TLV MTF9 s. wus eErvm+IWi! W Cua9 fLb•oL.w T4P MlC IN5ULATION VALUE5 6 WINDOWS WINDOW 50HEOULE , 913E L11Y. GLWUPIIIXI � Y-G•XSY'9N W WMiOWS R-Sd E RlR LEILIIYS R-33 FRAMING NOTES I. 1OIM GRWGR YlV1h TO EE 1E 919'OGW fL ttf RATO 2 TOW NtWi19 TO B Sx191h. 9.OG W Z TOR MiB) i0 PE'LI! 16'OL.W (LTW Ml6 1. LYI@YLR WX1@AV1L5 0419 roCE 41.WOL.W IL TLV MTF9 s. wus eErvm+IWi! W Cua9 fLb•oL.w T4P MlC IN5ULATION VALUE5 6 WINDOWS o-l3u-sALroR WMiOWS R-Sd E RlR LEILIIYS R-33 F%RRIOR H4L5 W]3 WALL BETWEER FiM1RALE IIWY-E R-11 RODR ABTR 6AfKE R-1048 • g16RbFPURUATGR WALLS NOT sEE TALE ul Edt xavlWwEia.Ainis R MThRN6 Upper Floor Framing Plan SC -: 1/4" = 1'-0" Reviewed for Code Compliance Building Inspector ®NORTH EDEN Towwo ES V SW G O Z O Z W W 5M u�cawa FINISH FJ(1ERIOR YNLL SIEAiXIN6 MFJ SNE lw f'i `aooF uioFRuvMENi ROOF FLASHING DETAIL ROOF BEAM 5GHEDULE EEN'1 BE4M 1YPE HMES R l (2)2Xa a 2 (2)2 Xa F 5 (J) 1 X to ft B-4 (1)] X 9 Architectural Architectural Roof Plan SCALE: 1/4" = T-0" ®NORTH EDEN TOWNHOMES U) cW C O 2 Z O Z W W !L lx w n� Buildin Section e Buildin Section ALE: 1/4" =1'•0" PORCH SECTION SCALE: 1/4" = 1'•0" v KEYNOTE5 NsnESu« mramw SXMM mmcrox ® CpsKhD Dv/.9f�5EtaA6Ef0'GEVM� ® wPO wli Sta'fA.IXIPYR WT.N ® GAVILRO.BKA�ID Ml ® XWF/4M£O SfPE-fAIFAW IWJ1 ® taPAciFD bvx ru ©clw rAr5wIz51Krs ® fxAew M'MLI b+sE ®ruxcreKxn�E xNEEK ® NX.A41®KAN. ®�..XSX o AE+X51®IEIKXMIW mfYYNtR ® 59V,rd ® fIXMR P0.55AMM .eg SmILM1R4 o SNbp WAATSX ® WCA0E2 W -YE SMG�IWI © i0.1DxMM NABS ® NK4R SIID-'S SiWGMN � MYP&IIUttM SVAErt ® x'WYPERZMNL ® [MN -'S M4VNKN ®!/ACMfStIIb TWf.0.1Y 1fEI0 ©ryryryB gµyyt ® I'bYF{YEtE m EkTNS ® ffAWNYN55p8 GOTY5 mKA51YpAl6 ® 9M[FWMf XePM ® MA.Id'f[XN'6�SS 51RLNW. ® SIGPSP[NI IXU0. ® 5 PAYIA ® 41WIM5LR1t mfIX36 ® Sb'ttR X6iFJMp ® x.a ® ]x6 ® RpM JRSt-YE SR1'M+N ® FPPSGI�IDIIlV 1Wh ®1 NMIIUMX6 ® fgICEMO6PDXE LFLgb ® SIXFiW' ® RN.f yf MIK ® mM1CPR ® PFA4 £fE51WLRPM. ® GWW MFJa ® NJIN ® PIXRSEATG6 y�1 X.R4VS 5KiQA W.. I'OfX4WN0.XpLFMS u Stair Section SCALE: 1/4" = 1'-0" U) SW L 0 Z 0 Z W M W 7lt W { •Nrtrdunwio xAu rumsnaaW Rsmevu Dwbxw Amin eXR susev-Amww N6Mviun XA4ms Y wm MILP wRGWX wmM roraisPR Msu PAYWB r0 E 1Cp IY 2![q PI4l yla MlOY(ARKN bN.VMJO MF9KNVL5 M llf icP FRS bki IiAVOU PoRW 147 .PoXOI PLbReW.i6. 4. A^0.Y9'�F-/Af14MgBYN]®AW(yigAW115 rAR rO EM JMB. BiMr AfM M1rMWMSL 11A4DG IM Pl1E•O b'IBM MY%H KIJ. 9. A%LY P'AF-MWIG Wg!W}W APW.i MMW' rML u'eAnA]sG Ar wAD. eniBW ¢mrwo LJ.a Jws b. SErM WIAM AS PdMWIAM w4YfkM0 RiQMDNIP6. b Nm�Y 6'•AF-/PEGIKgRWIDDA/Wyr RA4Xb iNEP'RPIICE AfSLL, Glpp IO BL W 5G1 gAI615. 1. N9iY b'49F-HAWNSRgC9Y®A"ALKr N91PG fHl pRRa'C{Ar .1V6' SrMr b']6W SLL NO GIaO W l06'ANrE WwVM y.VS]Atlib. a NT.Y b'sEf�nlfew W4MRl@ A•AVLrflA4Ndi rAR P2l M'bPAilEA9 AV PNIBOI]']EYPp V2M lx0 9. MiHL 6MVMllifl YNA911k Ar MP]X1F.V.VD EVICIDro MISM1Fbl w. esruL xeRWFSPA]asiMms realMBAssRM aXRw. wrJu BMwMePJ.WlawmlNexwrx W 91A5 b b' IYMZpRAL 09iA3. AnMM IH PAM1RIFILE¢MSLL rIM•lp'N d9M M1b. 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ANO A/C LINE SIMFSJN MPJ .pI6T AXIST XIST bIST EXTERIOR ATTACHING m WALL CORNER DETAIL INTERIOR WALL TO �,, EXTERIOR WALL HVAC DROPS x„�, „„� DETAIL /,� DETAIL IN GARAGE ' ' BEAM FLUSH WITH � JOI s;ue, xae T D TAI (TYP scALe. lore ME R Z V/O n _ m Now D 00 ti Q CO W mi O Main Floor Electrical Plan r SCALE: 1/4" = 1'•0" W 6 It m m m m m N m a N UP Floor Electrical Plan SCALE- N W 9 D m x Hi rc VICINITY MAP EDEN TOWNHOMES WCA9'ED IN: NE QUARTER OF SECTION 12, TOWNSHIP 2 NORTH, RANGE 38 EAST, BOISE MERHHAN, REXBURG, IDAHO INDEX SHEET OWNER/DEVELOPER EDEN APARTMENTS, LLC KARTCHNER COMMERCIAL INC ATTN: CODY PUZEY 208-529-2116 CIVIL ENGINEER ALLIANCE CONSULTING ENGINEERS, INC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 435-755-5121 GwEBP1 NOTES (MPUCMI TO AU. CML SHEETS): I. A11 CONSTRUCTION AND MATERMLS SIVU1 BE IN ACCORDANCE WITH TIE PROJECT SPECIFICATIONS, AMA SFM'OMDS. COY OF AEXIMG STANOAROS, ISPNO 2015, STATE OF IWO AND AVY OMER MPUCABLE SUMOMM ISSUED BY THE COMROWNC AGENCY. 2. CONIPACIOR SHIM -1 -LD FIEMiff N1 DIMENSIONS BEFORE CONSTRUCTION. ANY DISCREPM'CIES BETWEEN CONSGUCDON DOCUMENTS AND HOLD CONDITIONS SIWL IMMEDAMLY BE BROUGHT TO ME AT1EN110N OF ME OWNER. 3. CONWVKNOR SIWl REPNR NTD/OR REPIACE ANY AREAS MD/OR MAIMW f1AVAGED DURING CONSTRUCTION. 4. CONNMCTOR SHM1 MNNTNN N1 ADJACENT PROPERTY (PUBUC k PRIVATE) MOM A CONSTRUCTION DEBRIS. 5. CONRUCTOR SINL1 PROVIDE SMOOq MONSOON TROM OLL NEW CONSTRUCTION TO EXISTING CONDITIONS. 6. CONMmJOR SU PRINCE NL NMESSM' AUTOMOBILE MD PEOESIRWI TRAFFIC CONTROL DEUCES MOURNED BY LOG1, STAT:, MD AMIGAL CODES MO ONCOMCES. T. COMPACTOR SFWL REPIACE SURVEY MONUMENTS OMJAGM DURING CONSTRUCTION. SURVEY MONUMENTS M BE REPIACED BY A REGISTERED. LICENSED UND SURVEYOR. S. DIMENSIONS SHOWN ME TO ME CENTER OF ME PIPEUNE UNI -ESS OMERMSE NOTED. 9. DISTANCES SHOWN XONC PIPELWES ONE HORIZONTAL )STMCES AND AOT ACNP- PIPE IENOMS. WI MORE PIPE NVY BE SECURED M COMPLETE CONSTRUCTION MOM IS DIMENSIONED IN ME PLANS. 10. THRUST BLOCKS $H BE PLANED ON WATERUNES AT NL DIRECTION CIMNGES, ARNIM. BENDS, ELBOWS ARE XYBRNGS AND GTES VALVES AS SHOWN IN ME PROJECT PLANS. 11. ALL CONCRETE RECURRED ON MIS PROJECT SH BE 4000 PSE (28 MY) CONCRETE. 12. COMP OA IS RESPONSIBLE FOR MOMINO WATER NECESSMW FOR DUST AMIEMENIK, WMPMNON, ETC. 13. ME CONTRACTOR SHVL BE RESONSBLE FOR SECURING SOURCES FOR GRANUIAR NAT RMLS, WATER. WASTE S % MD MY OMER MAOMM SOURCES AS REOUIRW FOR PROJECT COMPLETION. 14. MY WORK DONE WITHIN A PUBUC RIGHT-OF-WAY SWVL BE COORpRUED WITH ME MPROPRVM TRWSPORTATION AGU WHO SNNL MEET ME REQUIREMENTS OF THAT AGENCF MD ME REQUIREMENTS OF MT RIGHT-OF-WAY OR SPECIAL USE PERMITS, 15. ME CONIMCTOR SHU41 CWRgNMT ALL M TMS AND ANY OWER WORK OR MWIPUMON OF ME EXISTING WATER SS1FM WIN ME ENGINEER AND ME WATER SYSTEM OWNER/CITY. 18. ON SLOPING MEAS ME COMPACTOR Sl L O LME PREDONS TO NCKATE NNY POSSIBLE EROSION PWBLENS IH THE TRENCHES DUE TO STORM WATER THAT MICK OCCUR DURING OR AFTER CONSTRUCTION AS DIRECTED OR MPROVEO BY ENGINEER. 17. ME CONDUCTOR SH INSTNI AND MNMNN p EROSION CONTROL MATH URES AS DETNUM IN ME PROJECT PIONS LMILL M& ACCEPPUNCE OF THIS PROJECT. 18. ME CONTRACTOR 15 REWIRED TO TME N PRECAUTIONS NECMSMY M INSURE THAT NO STORM WATER/SEDIMFM MD/OR CONSMUCWN DEBRIS ME REIF/SED FROM ME SIZE. ANY RELEASES S BE CLEWED AND MUIG4TFD AT ME CONM CTOR'S EXPENSE. 19. CON WCTOR SHUU& COORDINATE Ell CONSTRUCTION ACCESS AND REATEO MAMC CONTROL RAN ME COUNTY. CIIV, AND STATE ROWWAY OFPMIMFNS. ME ENGINEER SHALL REVIEW A11 WMnC CONTROL "S. 20. PLL OWR VPLVES WH BE LOCATED NEAR 10 TAGS OR CROSSES MD THEIR MCOCNTW REDUCERS M SHOWN ON THE PROJECT PIMIS. 21. CONIRYKOOR SNLLL PROMM NL NRESSMY FITTINGS, NWHD NAE, M WOR, ETC. M CONSTRUCT MHC& AND HORIZONTAL BONDS IN PIPE ASNEEDED TD MEET E REDUCED GRADES. N NMEMS AND COM REQUIREMENTS. 22. ALL AN RELEME VKYES SIMM BE INSTA AT ME CREST OF ME MTKWL CURVATURE OF WE WATER UNE. COIMMCTOR SINN RECORD ACNK LOCATION OF V&M ON AM RECORD MUWINGS. 23. ME CONTRACTOR Sl 4 COORNWTE WIN ME IXry OF REXBURG AND WIN ME ENGINEER FOR NL UORM INSPECTIONS PRIOR TO WKnUUNC 24. ME CONTRACTOR SINLL COORNMTE ALL INSPECTIONS WITH ME ENGINEER. AT A MINIMUM, ME ENGINEER SHALL BE HONIED M INSPECT: 1)SEWER PRIOR 10 BACKAUUNG. 2)WATER PRIOR TO WCKRWNO, 3)STORM SAM PRIOR TO WLKHWNG 4)WRB @ GUTTER AND HRMS PRIOR 10 POURING, 5)R0.NWAY GRADES PRIOR TO PAVING. 6)BPH&T DURING PAVINO. 25. ALL WATER SORTER! COMPONENTS SN BE WSTI D, PRESSURE TESTED, AND CHLORIMTED PRGR TO COMPIETNC MT ROADWAY CONSOW)CTON PER AMA STANDARD 651. 26. CHLONNATON SWVL BE DONE BY CONTRACTOR AT ME CONN4CEX TOR5 PENSE CON UU=R TO DISPOSE OF CHLOMWTW SOLOMON ACCORDING TO AMA STAN64R0 C851, 27. NL SEWER SYSTEM COMPONENTS GHOUL BE INSTPLLW AND NDEO INSPEMpNS DUNE MD MPROVED PRIOR TO ASPH lTNO. IF NECLSSMY, ME CONGACAM SH PAY FOR MIS EXPENSE AS IT 15 CONSIDERED INCIDENTAL TO SEWER CONSTRUCTION, DIG LINE 1-800-342-1585 GILL 2 SO SM DAYS IN ADVANCE BEFORE YOU DID, M ORE, OR EKCKWATE FOR ME "KE OF ME UNDERGROUND MEMBER UTIM M IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION I.S.P.W.C. 2015 CONSTRUCTION ON THIS PROJECT SWLL CONFORM M WE I.S.P.W.C. SFMpW W AND DAY OF RIXBURD SIUMMOS SHEET 1 OF 7 StTRETS SHEET INDEX SHEET N0. SHEET DESCRIPTION 1 INDEX SHEET 2 SITE PLAN 3 SITE DETAILS 4 UTILITY PLAN 5 GRADING DRAINAGE PLAN 6 SEDIMENT AND EROSION CONTROL 7 BMP DETAILS OWNER/DEVELOPER EDEN APARTMENTS, LLC KARTCHNER COMMERCIAL INC ATTN: CODY PUZEY 208-529-2116 CIVIL ENGINEER ALLIANCE CONSULTING ENGINEERS, INC. 150 EAST 200 NORTH SUITE P LOGAN, UTAH 84321 435-755-5121 GwEBP1 NOTES (MPUCMI TO AU. CML SHEETS): I. A11 CONSTRUCTION AND MATERMLS SIVU1 BE IN ACCORDANCE WITH TIE PROJECT SPECIFICATIONS, AMA SFM'OMDS. COY OF AEXIMG STANOAROS, ISPNO 2015, STATE OF IWO AND AVY OMER MPUCABLE SUMOMM ISSUED BY THE COMROWNC AGENCY. 2. CONIPACIOR SHIM -1 -LD FIEMiff N1 DIMENSIONS BEFORE CONSTRUCTION. ANY DISCREPM'CIES BETWEEN CONSGUCDON DOCUMENTS AND HOLD CONDITIONS SIWL IMMEDAMLY BE BROUGHT TO ME AT1EN110N OF ME OWNER. 3. CONWVKNOR SIWl REPNR NTD/OR REPIACE ANY AREAS MD/OR MAIMW f1AVAGED DURING CONSTRUCTION. 4. CONNMCTOR SHM1 MNNTNN N1 ADJACENT PROPERTY (PUBUC k PRIVATE) MOM A CONSTRUCTION DEBRIS. 5. CONRUCTOR SINL1 PROVIDE SMOOq MONSOON TROM OLL NEW CONSTRUCTION TO EXISTING CONDITIONS. 6. CONMmJOR SU PRINCE NL NMESSM' AUTOMOBILE MD PEOESIRWI TRAFFIC CONTROL DEUCES MOURNED BY LOG1, STAT:, MD AMIGAL CODES MO ONCOMCES. T. COMPACTOR SFWL REPIACE SURVEY MONUMENTS OMJAGM DURING CONSTRUCTION. SURVEY MONUMENTS M BE REPIACED BY A REGISTERED. LICENSED UND SURVEYOR. S. DIMENSIONS SHOWN ME TO ME CENTER OF ME PIPEUNE UNI -ESS OMERMSE NOTED. 9. DISTANCES SHOWN XONC PIPELWES ONE HORIZONTAL )STMCES AND AOT ACNP- PIPE IENOMS. WI MORE PIPE NVY BE SECURED M COMPLETE CONSTRUCTION MOM IS DIMENSIONED IN ME PLANS. 10. THRUST BLOCKS $H BE PLANED ON WATERUNES AT NL DIRECTION CIMNGES, ARNIM. BENDS, ELBOWS ARE XYBRNGS AND GTES VALVES AS SHOWN IN ME PROJECT PLANS. 11. ALL CONCRETE RECURRED ON MIS PROJECT SH BE 4000 PSE (28 MY) CONCRETE. 12. COMP OA IS RESPONSIBLE FOR MOMINO WATER NECESSMW FOR DUST AMIEMENIK, WMPMNON, ETC. 13. ME CONTRACTOR SHVL BE RESONSBLE FOR SECURING SOURCES FOR GRANUIAR NAT RMLS, WATER. WASTE S % MD MY OMER MAOMM SOURCES AS REOUIRW FOR PROJECT COMPLETION. 14. MY WORK DONE WITHIN A PUBUC RIGHT-OF-WAY SWVL BE COORpRUED WITH ME MPROPRVM TRWSPORTATION AGU WHO SNNL MEET ME REQUIREMENTS OF THAT AGENCF MD ME REQUIREMENTS OF MT RIGHT-OF-WAY OR SPECIAL USE PERMITS, 15. ME CONIMCTOR SHU41 CWRgNMT ALL M TMS AND ANY OWER WORK OR MWIPUMON OF ME EXISTING WATER SS1FM WIN ME ENGINEER AND ME WATER SYSTEM OWNER/CITY. 18. ON SLOPING MEAS ME COMPACTOR Sl L O LME PREDONS TO NCKATE NNY POSSIBLE EROSION PWBLENS IH THE TRENCHES DUE TO STORM WATER THAT MICK OCCUR DURING OR AFTER CONSTRUCTION AS DIRECTED OR MPROVEO BY ENGINEER. 17. ME CONDUCTOR SH INSTNI AND MNMNN p EROSION CONTROL MATH URES AS DETNUM IN ME PROJECT PIONS LMILL M& ACCEPPUNCE OF THIS PROJECT. 18. ME CONTRACTOR 15 REWIRED TO TME N PRECAUTIONS NECMSMY M INSURE THAT NO STORM WATER/SEDIMFM MD/OR CONSMUCWN DEBRIS ME REIF/SED FROM ME SIZE. ANY RELEASES S BE CLEWED AND MUIG4TFD AT ME CONM CTOR'S EXPENSE. 19. CON WCTOR SHUU& COORDINATE Ell CONSTRUCTION ACCESS AND REATEO MAMC CONTROL RAN ME COUNTY. CIIV, AND STATE ROWWAY OFPMIMFNS. ME ENGINEER SHALL REVIEW A11 WMnC CONTROL "S. 20. PLL OWR VPLVES WH BE LOCATED NEAR 10 TAGS OR CROSSES MD THEIR MCOCNTW REDUCERS M SHOWN ON THE PROJECT PIMIS. 21. CONIRYKOOR SNLLL PROMM NL NRESSMY FITTINGS, NWHD NAE, M WOR, ETC. M CONSTRUCT MHC& AND HORIZONTAL BONDS IN PIPE ASNEEDED TD MEET E REDUCED GRADES. N NMEMS AND COM REQUIREMENTS. 22. ALL AN RELEME VKYES SIMM BE INSTA AT ME CREST OF ME MTKWL CURVATURE OF WE WATER UNE. COIMMCTOR SINN RECORD ACNK LOCATION OF V&M ON AM RECORD MUWINGS. 23. ME CONTRACTOR Sl 4 COORNWTE WIN ME IXry OF REXBURG AND WIN ME ENGINEER FOR NL UORM INSPECTIONS PRIOR TO WKnUUNC 24. ME CONTRACTOR SINLL COORNMTE ALL INSPECTIONS WITH ME ENGINEER. AT A MINIMUM, ME ENGINEER SHALL BE HONIED M INSPECT: 1)SEWER PRIOR 10 BACKAUUNG. 2)WATER PRIOR TO WCKRWNO, 3)STORM SAM PRIOR TO WLKHWNG 4)WRB @ GUTTER AND HRMS PRIOR 10 POURING, 5)R0.NWAY GRADES PRIOR TO PAVING. 6)BPH&T DURING PAVINO. 25. ALL WATER SORTER! COMPONENTS SN BE WSTI D, PRESSURE TESTED, AND CHLORIMTED PRGR TO COMPIETNC MT ROADWAY CONSOW)CTON PER AMA STANDARD 651. 26. CHLONNATON SWVL BE DONE BY CONTRACTOR AT ME CONN4CEX TOR5 PENSE CON UU=R TO DISPOSE OF CHLOMWTW SOLOMON ACCORDING TO AMA STAN64R0 C851, 27. NL SEWER SYSTEM COMPONENTS GHOUL BE INSTPLLW AND NDEO INSPEMpNS DUNE MD MPROVED PRIOR TO ASPH lTNO. IF NECLSSMY, ME CONGACAM SH PAY FOR MIS EXPENSE AS IT 15 CONSIDERED INCIDENTAL TO SEWER CONSTRUCTION, DIG LINE 1-800-342-1585 GILL 2 SO SM DAYS IN ADVANCE BEFORE YOU DID, M ORE, OR EKCKWATE FOR ME "KE OF ME UNDERGROUND MEMBER UTIM M IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION I.S.P.W.C. 2015 CONSTRUCTION ON THIS PROJECT SWLL CONFORM M WE I.S.P.W.C. SFMpW W AND DAY OF RIXBURD SIUMMOS SHEET 1 OF 7 StTRETS SITE REFERENCE NOTES Qi 2-1/2' ASPHALT OAA PROPERLY PREPARED BASE COURSE. (SEE DETAIL A) © BANM (11PXAL UNLESSO ERW,SE BOTEDSIMMALK OWN �PACIFD 0 TIICKENED EDGE B' 51C(SEE DETAIL C) "AUNT 10 ALL PAN I AREgS Q 2INFLOW WRBIND (SEE DETAIL P) O 2' OUTROW WRB1N0 (5(E DETAL C) © PANTED PARKING LOT STRIPING. 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