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. : Protecció tipas HM1SIP/20/lla Tram B6 Tram B6 16750 167.50 155.00 - 155.00 ConnexiÓ tram BI Creuament tram BI pluvials B6. i B1.25 / dit. h1.40 m 142.50 130.00 PE 400mm. Pendent '=3.3% Profunditat de pou o Cota fans pou (Q o) Rasant de Vial Distàncies Parcials d Dislâncies a Origen oq o 0 o d (o 1 I PE 400mm. P=1.9% B6.2 O) O) o N. 'a o) o) 'a (o 'a B13.3 B6.4 142.50 PE 400mm. 1 30.00 P=0.3% (o C- r -H- (o N. 'a N. 'a. (Q ; ; o g Ñ C,) o g o Q.:S N- Cota fons de pou L: y.,! \:::, 'IH' E.U.C. SANTA MARÍA DE LLORELL COSSULTING ABM 51qv14$ dinginyirta I Consildng S.L L'ENGINUER AUTORIDEL PROJUCTE RERTMRS I&)NTNA GUTS ABRIL 2008 TtTOL DEL PROJECTE PROJECTE D'OBRES COMPLEMENTARIES DURBANITZACIÓ DEL PA. SANTA MARIA DE LLORELL (T.M TOSSA DE MAR) NOM GEL PLANOL PERFILS LONGITIJDINALS XARXA D'AlGUES RESIDUALS PDF compression, OCR, web optimization using a watermarked evaluation copy of CVISION PDFCompressor USCALA EH:1/1000 EV: 1/500 PLANOL ((UM. 14 FULL 0E 62
. Protecció tipus HM15/P120/tla Tram B7 Tram B7 162.50 162.50 150.00 150.00 Bi 74 87.1 .2 . h-t.7O 137.50 -.-- Corinexió tram B 137.50 Pendent 125.00 PE 400mm. P=1.0% 125.00 Profundttat de pou '- OD oD OD OD at .: o Cota tons pou o o Rasant de Vial Distancies Parcials o oo o L Distâncies a Origen o o o g o O) (o H t L. t-4 Cota fons de pou E.U.C. SANTA MARÍA DE LLORELL COSSULTDaC ABM S.,v,ti dEngIny.1. i Cmnutting St. LeeGtsyER AUTORI 0EL PROJECTE Rc6ERTMASI BaaTN TirOL DEL PROJE000 PROJECTE DO8RES COMPLEMENTARIES DURBANITZACIÓ DEL PA. SANTA MARIA DE LLORELL (T.M TOSSA DE MAR) sos DEr. PLANOL PERFILS LONGLTUDINALS XARXA D'AlGUES RESIDUALS PDF compression, OCR, web optimization using a watermarked evaluation copy of CVISION PDFCompressor DATA ABRIL 2008 ESCALA EH: 1/1 000 EV: 1/500 PLt4SOL FULL. NÚM. 14 21 62
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