HomeMy WebLinkAboutWPO201300007 Review Comments Erosion Control Plan 2013-04-165th Street Fill Area
WPO file number: WP0201300007
Erosion and Sediment Control Bond Estimate
Item Item
Number
stablization (PS, TS)
pipe diameter
silt fence (SF)
6 ft
safety fence (SAF)
0 ft
Temporary diversion ( FD )
cut at high side
temporary slope drain (TSD)
pipe length
1 temporary sediment trap (ST or CIP)
20 ft
3 ft
height of dam at toe
20 ft
height of dam at face
(cut Vol)
length of dam
loft
top width
143.0
(camp. fill vol)
(spillway stone tons)
length of spillway
4 ft
width of spillway
1 temporary sediment basin (Sal
0 ft
cut at high side
height of dam at toe
0 ft
height of dam at face
0 ft
length of dam
width of cut
top width
0.0 cy
(comp. fill Vol)
0.0 cy
length of spillway
(cy est)
width of spillway
0 f
riser height
0
riser diameter
barrel length
0 in
barrel diameter
$0.00
barrel collars
sift fence inlet protection (IP)
$0
stone inlet protection (IP)
(barrel unit price)
outlet protection (OP)
length
channel (SCC, matted)
length
check dam
depth in channel
construction entrance (CE)
0 ft
wash rack
0 ft
paved construction entrance
channel width
rip -rap, placed
depth
length
width
survey and layout (price per 0.1 mi.)
acres
mobilization
1
stream crossing (computed independently)
2
0 ft
pipe diameter
0 in
6 ft
cut at dam
0 ft
4 ft
cut at high side
8 ft
20 ft
length of cut
20 ft
3 ft
width of cut
20 ft
110.4 cy
(cut Vol)
106.7 cy
loft
(cy set)
143.0
15 ft
(spillway stone tons)
0
4 ft
cut at dam
0 ft
0 ft
cut at high side
0 ft
0 ft
length of cut
0 ft
0 ft
width of cut
0 ft
0.0 cy
(cut Vol)
0.0 cy
0 ft
(cy est)
0.0
0 f
(spillway stone tons)
0
0 f
0
0 in
(riser unit price)
$0.00
0 ft
(price of base)
$0
0 in
(barrel unit price)
$0.00
0
baffle length
0 ft
0 ft
width
0 ft
0 ft
width
0 ft
0 ft
channel width
0 ft
0 ft
length
O.O ft
0.0
(tons)
0
1
traps and basins
2
No. Unit
Unit Cost
Cos
$0.00
(installed)
$0.00
2.5 acres
$5,000.00
$12,500.00
0.0 ft
$5.00
$0.00
0.0 ft
$5.00
$0.00
700 ft
$5.00
$3,500.00
$0.00
$0.00
$13.00
$50.00 $1,858.52
$13.00
$50.00 $0.00
i
$1,500.00
$500.00
cost sum $21,858.52
proj mgmt $3,278.78
contingency $2,513.73
Total $27,660
Method for VolumE
(tenth) x (total widt
assume face at 2:
total width = 3x(tof
average height = (
4/16/2013
$0.00
0 $100.00
$0.00
0 $200.00
$0.00
0 $0.00
$0.00
0
$0.00
0 $0.00
$0.00
0 $2,000.00
$0.00
1 $2,000.00
$2,000.00
0 $3,500.00
$0.00
i
$1,500.00
$500.00
cost sum $21,858.52
proj mgmt $3,278.78
contingency $2,513.73
Total $27,660
Method for VolumE
(tenth) x (total widt
assume face at 2:
total width = 3x(tof
average height = (
4/16/2013