Cement concrete shall meet the requirements of section 217 vdot road and bridge specifications or latest revision.
Concrete v gutter detail.
Copper are alternately spaced with copper brackets at 30 o c.
Asphalt pavement 3 1 steel dowels 18 long through.
As barriers to pre v ent vehicles from running off the ro a d w a y but in urban areas a mountable curb has certain ad va n t a g e s.
Concrete class for combined curb and gutter curbs sidewalks driveways flumes ditches steps headwalls and islands shall.
8 26 2019 9 02 44 am.
Additional cost for gutter net 6 tall x 24 base for higher volume drainage.
Integral curb and gutter shall conform to the details shown for concrete curb and gutter including the transverse gutter slope.
Prepare and form pour from truck and finish 6 tall by 12 wide curb.
72 concrete valley gutter detail 72 concrete valley gutter plan 36 concrete valley gutter detail 36 concrete valley gutter plan 8 7 2013 kirk j hoff 8 27 19.
Copper braces of 32 oz.
Item unit cost quantity line cost.
Concrete strength shall be as specified on standard details and drawings.
This detail illustrates an alternate method of attaching copper gutters on sloped roofs.
The continuous copper apron strip is fastened to the gutter with a single lock seam and is nailed to the roof with copper nails 12 o c.
Standard details engineering department 1 21 2013 str 6 str 6 p projects 3667 2013 standard specifications detail plates str 6 dwg concrete valley gutter flowline flowline flowline 6 typical type 1 curb gutter typical 25 radius typical 6 conc.
Strap hung gutter on sloping roof.
Additional cost for 6 tall x 18 wide curb with small gutter feature.
211 1998 standard trench plating detail 212 2015 utility pothole repair 220 1 2007 220 2 2007 221 2014 222 2008 223 1998 224 1998 225 2005 230 2014 234 2012 235 1 2012 curb and gutter types a b c and d curb and gutter types e and f curb and gutter transition type a to type c integral roll curb gutter and sidewalk.
Straps extending at least 6 onto the.
Unless otherwise shown on the typical cross sections the base aggregate and common excavation limits are 2 0 behind the back of curbs.