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ZMA 06-016 APPLICATION PLAN 1 _ Ra tR ROUDABUSH,GALE&ASSOCIATES',INC,
A SECTION K-2(LEAKS) '" Y :f 7s ENGINPROFESSIONAL
ERS,SURVEYORS AND LAND PLANNERS
7,-
ROFEe B//O NAL CORPORATION /�
COVER SHEET ,S •± ASERviNa iRoiNin .INCE ,ase /�R\
=w, e0, M4WINTICE-RS4w-OVALE MIL WEMAGINAZOM
MICNE44677-0200-HA049Y66�-SMAC IWOORMKAM&LCOM
Carrol Creek Road - CULVERT CROSSING ONLY
WPO file number: WP0201600008
Erosion and Sediment Control Bond Estimate
Item Item
Number
stablizatlon (PS, TS)
silt fence (SF)
safety fence (SAF)
diversion (DD, FD, RWD)
temporary slope drain (TSD)
pipe length
ft
pipe diameter
0 in
earthwork for trap/basin
ft width
check dam
depth in channel
C1
height of dam at toeOft
construction entrance (CE)
cut at high side
$0.00
height of fill atfaceft
cut at face1[6
paved construction entrance
length of damft
length of cut
ft
depth
top width
ft
width of cut
ft
(tons)
(area above transition)
44 sf
(area below transition
81 sf
(total width of dam)
10 ft
(total width of cut)
39 ft
(height below transition)
1 ft
(depth below transitio
3 ft
(area below transition)
4 sf
(area above transition
49.5 sf
(total fill volume)
88.9 cy
(total fill volume)
212.7 cy
length of spillway
-ft
(TOAL CY estimate)
242 cy
width of spillway
ft
(spillway stone tons)
6.9 tons
earthwork for trap/basin
C2
height of dam at toeft
cut at high side
ft
height of fill at face
ft
cut at face
ft
length of dam
ft
length of cut
ft
top width
ft
width of cu[
ft
(area above transition)
72.5 sf
(area below transition
112 sf
(total width of dam)
12 ft
(total width of cut)
40 ft
(height below transition)
1 ft
(depth below transitio
2 ft
(area below transition)
5 sf
(area above transition
36 sf
(total fill volume)
200.9 cy
(total fill volume)
307.0 cy
length of spillway
-ft
(TOAL CY estimate)
374 cy
width of spillway
ft
(spillway stone tons)
16.1 tons
silt fence inlet protection (IP)
stone inlet protection (IP)
outlet protection (OP)
length
ft width
ft
channel (SCC, matted)
length
ft width
check dam
depth in channel
ft channel widthEft
ft
construction entrance (CE)
$0.00
$0.00
wash rack
paved construction entrance
rip -rap, placed
depth
ft length
_ft
width
(tons)
0 tons
survey and layout (price per 0.1 mi.)
acres
traps and basins
mobilization
stream crossing (computed independently)
No. Unit Unit Cost Cost
(installed)
acres
$5,000.00
$10,000.00
ft
$5.00
$3,150.00
ft
$5.00
$0.00
ft
$13.00
$12,220.00
$0.00
$0.00
$13.00 $3,146.00
$50.00 $345.00
$13.00 $4,862.00
$50.00 $805.00
■ $100.00 $0.00
$200.00 $0.00
$0.00 $0.00
$0.00
$0.00 $0.00
$2,000.00 $0.00
$2,000.00 $2,000.00
$3,500.00 $3,500.00
$60.00 $0.00
$2,000.00
$500.00
$0.00
cost sum $42,528.00
contingency $4,252.80
Total $46,790
12/8/2016
Project Name: Glenmore K2C
WPO file number: wpo201600008
Stormwater Management Plan Bond Estimate
Item Item
Number
No. Unit Unit Cost Cost
installed
permanent diversion or ditch
730 ft
$13.00
$9,490.00
standard manhole frame top (not inlet)
0 ea
$500.00
$0.00
drop inlet or grate
0 ea
$3,500.00
$0.00
manhole structure (per ft. rise)
0 ft
$450.00
$0.00
pipe, rcp, cmp (15 to 48")
0.0 in d
0 ES -1,2
0 EC -1
0.0 ft
$0.00
$0.00
aggregate base or drainage stone
0.0 in d
0.0 ftL
0.0 ft w
0.0 ton
$35.00
$0.00
earthwork for basin B
height of dam at toe
8 ft
cut at high side
12 ft
height of fill at face
4 ft
cut at face
4 ft
length of dam
100 ft
length of cut
50 ft
top width
10 ft
width of cut
20 ft
(area above transition,
72 sf
(area below transition
112 sf
(total width of dam)
16 ft
(total width of cut)
52 ft
(height below transitioi
4 ft
(depth below transitio
8 ft
(area below transition)
16 sf
(area above transitior
144 sf
(total fill volume)
325.9 cy
(total fill volume)
474.1 cy
length of spillway
60 ft
(TOAL CY estimate)
583 cy
$13.00
$7,579.00
width of spillway
15 ft
(spillway stone tons)
51.8 tons
$50.00
$2,590.00
structures for basin B
riser height
5 ft
riser diameter
48 in
(riser unit price)
$150.00
$750.00
barrel length
45 ft
base plate or fdn
1 0
$200.00
$200
barrel diameter
18 in
(barrel unit price)
$40.00
$1,800.00
barrel collars
0
$200.00
$0
baffle length
0 ft
$50.00
$0
earthwork for basin D
height of dam at toe
16 ft
cut at high side
12 ft
height of fill at face
4 ft
cut at face
10 ft
length of dam
150 ft
length of cut
130 ft
top width
10 ft
width of cut
10 ft
(area above transition
72 sf
(area below transition
300 sf
(total width of dam)
32 ft
(total width of cut)
54 ft
(height below transitioi
12 ft
(depth below transitio
2 ft
(area below transition)
48 sf
(area above transitior
50 sf
(total fill volume)
666.7 cy
(total fill volume)
1685.2 cy
length of spillway
70 ft
(TOAL CY estimate)
1907 cy
$13.00
$24,791.00
width of spillway
15 ft
(spillway stone tons)
60.4 tons
$50.00
$3,020.00
structures for basin D
riser height
13 ft
riser diameter
48 in
(riser unit price)
$150.00
$1,950.00
barrel length
48 ft
base plate or fdn
1 0
$200.00
$200
barrel diameter
18 in
(barrel unit price)
$40.00
$1,920.00
barrel collars
0
$200.00
$0
baffle length
0 ft
$50.00
$0
8/26/2016
Project Name: Glenmore K2C
WPO file number: wpo201600008
Stormwater Management Plan Bond Estimate
Item Item
No. Unit
Unit Cost
Cost
Number
$227,690
installed
trees for Mitigation
330 ea
$150.00
$49,500.00
shrubs for Mitigation
330 ea
$50.00
$16,500.00
seedlings
0 ea
$5.00
$0.00
underdrain (LF)
0 ft
$5.00
$0.00
biofilter soil mix (CY)
0 cy
$38.00
$0.00
trash rack/ anti vortex devices
5 ea
$1,500.00
$7,500.00
maintenance access road (LF)
0 ft
$50.00
$0.00
rip -rap, placed depth
2 ft length 150.0 ft
vddth
12.0 (tons) 270
$60.00
$16,200.00
survey and layout (price per 0.1 mi.) acres
26 basins 5
$15,500.00
mobilization
$2,500.00
as -built dravdngs(per facility)
5 e
$2,000.00
$10,000.00
materials testing (per facility)
5 ea
$2,000.00
$10,000.00
compaction testing (per dam)
5 ea
$5,000.00
$25,000.00
manufactured facilities (attach manufacturer's or contractor's price as a base) $0.00
cost sum
$206,990.00
contingency
$20,699.00
Total
$227,690
8/26/2016
Project Name: Glenmore K2C (Subdivision)
WPO file number: WP0201600008
Erosion and Sediment Control Bond Estimate
Item Item
Number
No. Unit Unit Cost Cost
installed
stablization (PS, TS)
26.0 acres
$5,000.00
$130,000.00
silt fence (SF)
2760.0 ft
$5.00
$13,800.00
safety fence (SAF)
0.0 ft
$5.00
$0.00
diversion (DD, FD, RWD)
3240 ft
$13.00
$42,120.00
temporary slope drain (TSD)
pipe length
0 ft
pipe diameter
0 in
$0.00
$0.00
earthwork for basin #1
height of dam at toe
14 ft
cut at high side
9 ft
height of fill at face
10 ft
cut at face
4 ft
length of dam
90 ft
length of cut
50 ft
top width
8 ft
width of cut
15 ft
(area above transition)
280 sf
(area below transition)
92 sf
(total width of dam)
28 ft
(total width of cut)
41 ft
(height below transition)
4 ft
(depth below transitior
5 ft
(area below transition)
40 sf
(area above transition
77.5 sf
(total fill volume)
1066.7 cy
(total fill volume)
313.9 cy
length of spillway
100 ft
(TOAL CY estimate)
1171 cy
$13.00
$15,223.00
width of spillway
12 ft
(spillway stone tons)
69 tons
$50.00
$3,450.00
structures for basin
riser height
12 ft
riser diameter
30 in
(riser unit price)
$65.00
$780.00
barrel length
59 ft
base plate or fdn
1
$200.00
$200
barrel diameter
24 in
(barrel unit price)
$50.00
$2,950.00
barrel collars
2
$200.00
$400
baffle length
60 ft
$50.00
$3,000
earthwork for trap #2
height of dam at toe
3 ft
cut at high side
12 ft
height of fill at face
3 ft
cut at face
2 ft
length of dam
80 ft
length of cut
73 ft
top width
2 ft
width of cut
20 ft
(area above transition)
24 sf
(area below transition)
48 sf
(total width of dam)
6 ft
(total width of cut)
48 ft
(height below transition)
0 ft
(depth below transitior
10 ft
(area below transition)
0 sf
(area above transition
140 sf
(total fill volume)
71.1 cy
(total fill volume)
508.3 cy
length of spillway
17 ft
(TOAL CY estimate)
532 cy
$13.00
$6,916.00
width of spillway
15 ft
(spillway stone tons)
14.7 tons
$50.00
$735.00
earthwork for basin #3
height of dam at toe
8 ft
cut at high side
12 ft
height of fill at face
4 ft
cut at face
5 ft
length of dam
110 ft
length of cut
60 ft
top width
8 ft
width of cut
25 ft
(area above transition)
64 sf
(area below transition)
175 sf
(total width of dam)
16 ft
(total width of cut)
59 ft
(height below transition)
4 ft
(depth below transitior
7 ft
8/26/2016
Project Name: Glenmore K2C (Subdivision)
WPO file number: WP0201600008
Erosion and Sediment Control Bond Estimate
Item Item
Number
No. Unit Unit Cost Cost
installed
8/26/2016
(area below transition)
16 sf
(area above transition
157.5 sf
(total fill volume)
325.9 cy
(total fill volume)
738.9 cy
length of spillway
55 ft
JOAL CY estimate)
848 cy
$13.00
$11,024.00
width of spillway
8 ft
(spillway stone tons)
25.3 tons
$50.00
$1,265.00
structures for basin
riser height
5 ft
riser diameter
24 in
(riser unit price)
$50.00
$250.00
barrel length
39 ft
base plate or fdn
1
$200.00
$200
barrel diameter
15 in
(barrel unit price)
$35.00
$1,365.00
barrel collars
2
$200.00
$400
baffle length
75 ft
$50.00
$3,750
earthwork for trap #4
height of dam at toe
8 ft
cut at high side
14 ft
height of fill at face
2 ft
cut at face
3 ft
length of dam
100 ft
length of cut
100 ft
top width
3 ft
width of cut
15 ft
(area above transition)
14 sf
(area below transition)
63 sf
(total width of dam)
16 ft
(total width of cut)
49 ft
(height below transition)
6 ft
(depth below transitior
11 ft
(area below transition)
12 sf
(area above transition
148.5 sf
(total fill volume)
96.3 cy
(total fill volume)
783.3 cy
length of spillway
17 ft
JOAL CY estimate)
815 cy
$13.00
$10,595.00
width of spillway
20 ft
(spillway stone tons)
19.6 tons
$50.00
$980.00
earthwork for basin #5
height of dam at toe
11 ft
cut at high side
16 ft
height of fill at face
8 ft
cut at face
9 ft
length of dam
80 ft
length of cut
20 ft
top width
8 ft
width of cut
50 ft
(area above transition)
192 sf
(area below transition)
612 sf
(total width of dam)
22 ft
(total width of cut)
100 ft
(height below transition)
3 ft
(depth below transitior
7 ft
(area below transition)
24 sf
(area above transition
301 sf
(total fill volume)
640.0 cy
(total fill volume)
676.3 cy
length of spillway
55 ft
JOAL CY estimate)
890 cy
$13.00
$11,570.00
width of spillway
8 ft
(spillway stone tons)
25.3 tons
$50.00
$1,265.00
structures for basin
riser height
9 ft
riser diameter
30 in
(riser unit price)
$65.00
$585.00
barrel length
82 ft
base plate or fdn
1
$200.00
$200
barrel diameter
18 in
(barrel unit price)
$40.00
$3,280.00
barrel collars
2
$200.00
$400
baffle length
55 ft
$50.00
$2,750
earthwork for trap #6
height of dam at toe
3 ft
cut at high side
5 ft
8/26/2016
Project Name: Glenmore K2C (Subdivision)
WPO file number: WP0201600008
Erosion and Sediment Control Bond Estimate
Item Item
Number
No. Unit Unit Cost Cost
installed
$13.00
height of fill at face
2 ft
cut at face
3 ft
$0.00
length of dam
40 ft
length of cut
24 ft
top width
3 ft
width of cut
11 ft
$702.00
(area above transition)
14 sf
(area below transition)
51 sf
1 $2,000.00
(total width of dam)
6 ft
(total width of cut)
27 ft
$0.00
(height below transition)
1 ft
(depth below transitior
2 ft
(area below transition)
2 sf
(area above transition
23 sf
(total fill volume)
23.7 cy
(total fill volume)
65.8 cy
length of spillway
4 ft
JOAL CY estimate)
74 cy
width of spillway
10 ft
(spillway stone tons)
2.3 tons
silt fence inlet protection (IP)
stone inlet protection (IP)
outlet protection (OP)
length
20 ft
width
20 ft
channel (SCC, matted)
length
510 ft
width
12 ft
channel (SCC, matted)
length
120 ft
width
7 ft
channel (SCC, matted)
length
90 ft
width
6 ft
check dam
depth in channel
0 ft
channel width
0 ft
construction entrance (CE)
wash rack
paved construction entrance
rip -rap, placed
depth
0 ft
length
0.0 ft
width
0.0
(tons)
0 tons
survey and layout (price per 0.1 mi.)
acres
26
traps and basins
6
mobilization
stream crossing (computed independently)
No. Unit Unit Cost Cost
installed
$13.00
$962.00
$50.00
$115.00
0 $100.00
$0.00
15 $200.00
$3,000.00
15 $1,800.00
$27,000.00
$7,956.00
$1,092.00
$702.00
0 $0.00
$0.00
0 $2,000.00
$0.00
1 $2,000.00
$2,000.00
1 $3,500.00
$3,500.00
$60.00
$0.00
$16,000.00
$2,500.00
$0.00
cost sum $334,280.00
contingency $33,428.00
Total $367,710
8/26/2016
Approximate Earthwork computations for sediment traps and basins
Assumes all cut and fill slopes are 2:1 for simplicty
Top Width
Height of Fill at Face
h1
Cut at High Side
h2
transition point Height of Dam at Toe
h2
W h1
Width of Cut Cut at Face
Fill area above transition = h1(2h1) + hl (w)
Fill area below transition; Volume= Length of Fill x Fill Area
total width of fill (dam) = 2h1 + w + 2h2
height below transition = h2 -h1,
area = (width'height)12 - height x height Cut Areas and Volume is the same as fill
but using the cut dimensions
Length of Cut
f Fill for Dam
)ximately)
8/26/2016
8/26/2016
Project Name: Glenmore K2C (Stream Crossing)
WPO file number: WP0201600008
Erosion and Sediment Control Bond Estimate
Item Item
Number
stablization (PS, TS)
silt fence (SF)
safety fence (SAF)
diversion (DD, FD, RWD)
temporary slope drain (TSD)
earthwork for basin #C1
earthwork for trap #C2
silt fence inlet protection (I P)
stone inlet protection (IP)
pipe length
height of dam at toe
height of fill at face
length of dam
top width
(area above transition)
(total width of dam)
(height below transition)
(area below transition)
(total fill volume)
length of spillway
width of spillway
height of dam at toe
height of fill at face
length of dam
top width
(area above transition)
(total width of dam)
(height below transition)
(area below transition)
(total fill volume)
length of spillway
width of spillway
outlet protection (OP)
length
channel (SCC, matted)
length
channel (SCC, matted)
length
channel (SCC, matted)
length
check dam
depth in channel
construction entrance (CE)
44 ft
wash rack
width of cut
paved construction entrance
44 sf
rip -rap, placed
depth
10 ft
width
survey and layout (price per 0.1 mi.) acres
0 ft
pipe diameter
0 in
5 ft
cut at high side
6 ft
4 ft
cut at face
3 ft
50 ft
length of cut
44 ft
3 ft
width of cut
21 ft
44 sf
(area below transition)
81 sf
10 ft
(total width of cut)
39 ft
1 ft
(depth below transitior
3 ft
4 sf
(area above transition
49.5 sf
88.9 cy
(total fill volume)
212.7 cy
12 ft
(TOAL CY estimate)
242 cy
10 ft
(spillway stone tons)
6.9 tons
6 ft
cut at high side
6 ft
5 ft
cut at face
4 it
70 ft
length of cut
56 ft
4.5 ft
width of cut
20 It
72.5 sf
(area below transition)
112 sf
12 ft
(total width of cut)
40 ft
1 ft
(depth below transitior
2 ft
5 sf
(area above transition
36 sf
200.9 cy
(total fill volume)
307.0 cy
14 ft
(TOAL CY estimate)
374 cy
20 ft
(spillway stone tons)
16.1 tons
0 ft
width
0 ft
0 ft
width
0 ft
0 ft
width
0 ft
0 ft
width
0 ft
0 ft
channel width
0 ft
0 ft
length
0.0 ft
0.0
(tons)
0 tons
5
traps and basins
2
No. Unit
Unit Cost
Cost
$0.00
installed
$0.00
5.0 acres
$5,000.00
$25,000.00
750.0 ft
$5.00
$3,750.00
0.0 ft
$5.00
$0.00
1150 ft
$13.00
$14,950.00
1 $3,500.00
$0.00
$0.00
$13.00 $3,146.00
$50.00 $345.00
$13.00 $4,862.00
$50.00 $805.00
0 $100.00
$0.00
0 $200.00
$0.00
0 $0.00
$0.00
$0.00
$0.00
$0.00
0 $0.00
$0.00
0 $2,000.00
$0.00
1 $2,000.00
$2,000.00
1 $3,500.00
$3,500.00
$60.00
$0.00
$3,500.00
8/26/2016
Project Name: Glenmore K2C (Stream Crossing)
WPO file number: WPO201600008
Erosion and Sediment Control Bond Estimate
Item Item
Number
mobilization
stream Diversion (computed independently)
No. Unit Unit Cost Cost
(installed)
$2,500.00
$0.00
cost sum $64,358.00
contingency $6,435.80
Total $70,800
8/26/2016