'HWDOKH(VFDYDomRGH%XHLURV 0,30m ‘A B C (mm) 4000,80 (m) (m) (m) 1,581,59 6001,05 1,821,96 10001,45 2,303,00 3000,60 1,201,20 8001,25 2,062,48 DETALHE DA 4+1&#5#06#5 3URMHomR Ponte existente %XHLURH[LVWHQWH‘LQGLFDGR %XHLURDFRQVWUXLU‘LQGLFDGR Sentido do escoamento pluvial &DL[DGHOLJDomRRXSDVVDJHP &/3 Sarjeta STC - 02 LEGENDA 12+500,000 12+600,000 12+700,000 12+800,000 12+520,000 12+540,000 12+560,000 12+580,000 12+620,000 12+640,000 12+660,000 12+680,000 12+720,000 12+740,000 12+760,000 12+780,000 12+820,000 12+840,000 $WGKTQGZKUVGPVG ŒOORQTO $WGKTQŒOOCKPUVCNCT 5CTLGVC56%RQTO $WGKTQŒOOCKPUVCNCT 12+846,040 PRANCHA 04 35235,(7È5,2 3$9,0(17$d­2$6)È/7,&$'$(675$'$%(172 PLANTA DE DRENAGEM 5(63216È9(/7e&1,&2 3UHIHLWXUD0XQLFLSDOGH&RWLSRUm&13- Engenheiro Civil Cristiano Fugali | CREA RS236549 *21d$/9(67UHFKRNPD.0 ESCALA Indicada DATA DESENHO Abril\/2021 Jordana\/Cristiano DESENHO SEM ESCALA 04 ESCALA 1\/500 Mateus 2TXDQWLWDWLYRGHVDUMHWDVRXERFDVGHORERSRGHUiVRIUHUYDULDomRVXMHLWDVDRDGLWLYRHVXSUHVVmR