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Dsmxa sn¢t <br />Ilan PQE�.». <br />IDOSTNC V WI <br />WIL. R <br />xuaw Q <br />fNaE % <br />LEGEND <br />MCI` <br />1. Any roof cl n apauls that on aaawnty connected la has manfclind amen (,loran ar ® DW -X DRYWELL ./ CATCH BASIN <br />swilory). an to he disconnected and retained an is in the new dry well/iatenl'wn ayelem. (SEE DETAILS ON SHT. C2.2) <br />2. New alarm water drainage and retenBan to comply with City at Smith Bend Engineering ® CATCH BASIN <br />Standard. <br />1 Al nn dryweee to b cant -led and inedaOM per CAy at Santa Bend En4wearing — — — PIPE OR PBGORAIED PPE N GRAVEL <br />Standard, (aee :heel DS) —e CRADNG (ROPE) <br />ODRAINAGE ZONE T <br />2 �— 6" MRS - SEE SHE C2.2 FOR DETAILS <br />A2.1 <br />awlwDa <br />1 <br />fA1M eavl w/ - _ <br />UAaAIo Is fan w+QMIso 9J <br />DEwla O1M a1iN _� _ � <br />Ai°"'" ra[ <br />I <br />I <br />PON FTAEiARIea`.T <br />PON FENCE <br />�8 SITE GRADING AND DRAINAGE PLAN <br />SCALE: 1•' - 10•-0" <br />) <br />1 <br />le—,- lan.... iR <br />PWwNA/al■SWNX- VN Sy ... X+i <br />aP6fAAMId6Rw:!Pxa - <br />wl rMAlrmrU - iepl s... Iws <br />. PaaPOSm SWMr rlblafn . PFlafMNY a1 im <br />... Dx <br />PrewnAW0511rwX- NX <br />pI in <br />... <br />fa una Uar6k- few r... fans <br />. Naaem n _roan a aeaw <br />vaoaosm IVAa marAtE < Ewrslc IUAO mQaQ <br />gWAPaE ,,11,1E wliFNAMY <br />eaeau%f,INGr aapik 0.% <br />Pawn mewl p wk n% <br />vaomrleAu .wrsk n% <br />%roma Plaza nn <br />aPrwMls aro <br />R.wnflR QI1 <br />arnwnom aE01Mro (I- al <br />." awAasE Knee . .3 v <br />nelfsmw vaaww Red: 'Al <br />IN!I! Q aAPanlrterem •f1!Q <br />tr r r Rnrrw.m Pwa . = <br />rola. — . 115 Q <br />RElOn1011 a[avaa 1lur 9l <br />lalaYE alIR Q <br />Pfi(Nnrl Paal� 'm Vt. <br />tArO . S <br />IlI 1n U f —NO. 11!Q <br />1r V r Ren mPPE : 313-a711. <br />waI. 11 u vaawE, aee <br />uminwt nmawm Onew,eI to <br />wxelr al(m vin . oro Q <br />nEXxnel MeNala.) - ITrr tl <br />W1e1Qwlmrp - VI E <br />]r V Y PENIQ6N PPC • VISE <br />1a1A PAPAnfO • <br />ro roan Q <br />BgIWnnePPF6OareOl IRs wAAI <br />nt10mM rtauuo Rwn w4*),MW REG <br />aEiFNnwr PmAI. rot(I) <br />IDQQ,ranII <br />,t.Q <br />1rd or t <br />r manallM,aa l . 1nQ <br />I- Pnvmm . aQ'Inw Q <br />BAaRa anexsvam Pef6 ro armor (u vwq <br />Ti41E: SEE STORM WATER RETENTION STRUCNRE DIVALS <br />ON SHT. C2.2 <br />1 AT SO-TH <br />ONT YARD <br />RN WATER <br />NEW <br />I <br />I <br />LEGEND I <br />O nSIINC GRACE MJ <br />ON <br />PROPOSED FINISH ELEVATION <br />K I L <br />ARCHITECTURE <br />P L A N N I N G <br />112611.11 NWAYEAST <br />SOUTH BEND, IN <br />4 6 6 w I <br />GREGORY A. KIL <br />NCARB AIA <br />ARCHITECT <br />574.255.2554 <br />FAX.219.1421 <br />wnmA6arddtedwa.com <br />REHABILITATION <br />AT THE FORMER <br />KIZER HOUSE <br />607 W. WASHINGTON <br />ST. SOUTH BEND, <br />N D I A N A <br />4 a S 0 1 <br />SITE <br />DRAINAGE <br />PLAN <br />DATE August 18. 2017 <br />REVISED: <br />OW RoI Set <br />D4" <br />"w C1.2 <br />MCI` x. A®cwleciuu ivlixlNeo <br />