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/ !- pql,w SEE GRADING PLANS FOR OW-HS64S <br />11 ! { m.D[ CHITE= i PVC CLEMfa1S- 2"MIN FREEBOARD] <br />wv" 141.N WITH CAP 1..�.�j 2'r2' OVERFLOW I`r <br />AaEpro ECllAL <br />W Acz R{q' q,Ay <br />DRAIN <br />SEE NOTE 242' <br />OG%EgC <br />]OOOpsI CONCRETE WITH <br />19" MIN <br />Z. <br />X4 ® 12. 0,BOTH <br />2.MIN ABOVE <br />41m/ <br />WAYS <br />OVERFLOW DRAIN RIM 1. <br />1 <br />4" PVC SLOTTED PIPE WITH <br />PERFORATIONS DOWN. MINIMUM <br />N-C444A <br />1MIN BIC-iREATMENrY p <br />0 <br />� 1 <br />SLOPE OF O50%ELE SEE PLANS <br />FOR INVERT ELEVATIONS <br />NIX IYr1TN�A-yH)" <br />I <br />INLET PIPE. <br />ISR S'/1A, '2" MIN NCR ;LCAlw. <br />SIZE, SLOPE, AND <br />SEE Mole A MILE H- SEE C 3 <br />INVERT PER PLAN, <br />• SPECIEC.AVCNS <br />---_-_ <br />12' MIN E31 rF4li <br />DISCHARGE PIPE <br />MINIMUM SLOPE OF 050 <br />CLASS IIOPENmfF/CE <br />CR , <br />A VEL506`, <br />SIZE AND INVERT PER PLAN <br />q SE[. AWE BEDDING <br />• <br />• . <br />REQUIREMENTS <br />l <br />Kfall COMI'trC IIp•I <br />•b" S(99RlOS. yGnty <br />DRILL 1/2' WEEPHOLE 41 NOTES: <br />+NNIS} iAll- \ <br />a11C M[l. IPaCr TO m <br />EL90W LOW POINTI FITTINGS ARE SCHEMATIC CONFIRM SIZING AND DIMENSIONS WITH MANUFACTURER \l. <br />WRAP ELBOW WITH MIRAFI 2PROVIDE G"RING OF 4-6" NAPA ROCK AROUND POP-UP DRAINAGE EMITTER <br />DESIGN -BUILD <br />140N FILTER FABRIC OR 3 BIO -TREATMENT <br />SOIL MIX SHALL CONFORM r0 THE SPECIFICATIONS OF THE SAN <br />PRE -CAST WALL <br />BY CONTRACTOR <br />APPROVED EQUAL MATEO COUNTY <br />C 3 REGULATED PROJECTS GUIDE <br />FLDW.THR§O gH PlANItP, <br />Nrs <br />ADJACENT FG, <br />SEE PLANS4-N4 <br />LONGITUDINAL <br />REBAR 6 2'.2' OVERFLOW <br />C11 4 <br />ADJACENT FG, <br />SEE PLANS <br />DRAIN <br />Zr MIN FRErB0AR0 <br />2' IN NON -FLOATING <br />. <br />T <br />f WLCk SEE C J SPECS <br />I <br />12" PONDING <br />.y <br />P <br />LO <br />TP113AR, <br />18' MIN 610 TREATMENT I �r <br />rte, W { *pailON • <br />N4 REBAR <br />18" 0 C <br />S <br />p01 <br />EBAR <br />Nan a_�' 1 <br />I N4 REBAR <br />SEE HOW 1 IN <br />IT. <br />00 <br />vS r <br />12" MIN FIJ�"�GR05" <br />. <br />},RAVEL. m505" <br />DESIGN-BUILD <br />t <br />i PRE -CASs WA L <br />• <br />6" yllSr,/IATJ kai>u / • <br />• <br />• • • •Ir 5S• BY <br />CONTRALTI <br />nil r44C.�IK 1 IC YSC L <br />4 � <br />NOTES <br />ai SLOTTED PIPE UPSTREAM QF <br />1 <br />BIO -TREATMENT SOIL MIX SHALL CONFORM TO THE OVERFLOW DRAIN - <br />SPECIFICATIONS OF THE SAN MATED COUNTY CJ REGULATED DISCHARGE PIPE DOWNSTREAM <br />PROJECTS GUIDE <br />OF OVERFLOW DRAIN, SIZE AND <br />INVERT PER PLAN <br />(z1 FLDW-Slt{E,�IJG11 PLAIVTER'SE[iION <br />~> <br />r, <br />CITY OF REDWOOD CITY <br />C11.4 <br />p. <br />1NEEPING AN`pLMONpNONRTATI°N °MSION <br />STORMWATER DETAIL SHEET <br />- <br />ATTY/AGR 2023,0511Trammell Crow Company (200 Twin Dolphin - STMMA) (Page 14 of 25) <br />