Gutter inlet type s 220.
Valley gutter inlet detail.
Or m g acceleration due to gravity 32 2 ft s 2 or 9 81 m s 2 y depth of water in the curb and gutter cross section ft.
Details of inlet type pr 80kb.
72 concrete valley gutter detail 72 concrete valley gutter plan 36 concrete valley gutter detail 36 concrete valley gutter plan 8 7 2013 kirk.
Median barrier inlets types 1 and 2 217.
Adjacent barrier inlet 218.
P 115 typical valley gutter dwg or pdf.
Or m this depth will vary slightly with the inlet detail used l length of curb opening inlet ft.
Modified s3 s4 inlet with back open.
Curb and gutter barrier inlet 219.
Use 18 long 4 dowels insert 4 into curb.
Roadway series 200 private d w and roadways p 201 driveway entrance class ii iii dwg or pdf.
V 2 inlet for.
Curb inlet top type 10 215.
D 307 grate detail for type e inlet dwg or pdf d 308 manhole cover detail dwg or pdf.
Bend dowel at back of curb as shown.
Curb and gutter types a b c and d curb and gutter types e and f.
Score sidewalk every 4 ft.
Concrete box culvert aprons baffles and inlet beveling detail and adjacent box culvert joint detail 1 of 2 standards culverts drainage drainage structures 6 30 1998.
Drainage series 400 endwalls.
Standard curb gutter and sidewalk shall be a monolithic pour unless curb and gutter are existing.
St 04 laydown and ribbon curb detail with curb expansion joint dowel detail 08 21 03 autocad pdf st 05 spill and catch curb detail with curb expansion joint dowel detail 08 21 03 autocad pdf st 06 concrete valley gutter detail 08 21 03 autocad pdf.
Types i 6 i 8 ii 24 gutter pan iii 6 iii 8 ac dike and traffic bars curb type ii 12 gutter pan and gutter transition gutter transition detail sheet not used mountable curb for fire truck access only valley gutter at street intersection type iv 6 and iv 8 deep vertical curb street monument and monument box.
240 2010 valley gutter.
V 1 inlet for valley gutters.
If any curb gutter or sidewalk are existing dowel into existing concrete every24.
Gutter valley varies varies inlet see note 4 for spacing contraction joint 300 max spacing isolation joint at street returns isolation joint 18 p a y l im it b y l f 4 r 1 0 2 t t 0 1t 4.
Detail revised title.
Q total flow reaching inlet cfs or m 3 s c o orifice coefficient 0 67 h depth of opening ft.
550 1998 spillway inlet and outlet 552 2015 ford crossing with cut off walls 555 2010 erosion protection gabions newly revised.
