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Project Name Whittington Subdivision - Phase A
WPO file number: WPO201300022
Erosion and Sediment Control Bond Estimate
Item Item No.Unit Unit Cost Cost
Number (installed)
stablization (PS, TS)23.7 acres $5,000.00 $118,500.00
silt fence (SF)5500.0 ft $5.00 $27,500.00
safety fence (SAF)1450.0 ft $5.00 $7,250.00
diversion (DD, FD, RWD)750 ft $13.00 $9,750.00
temporary slope drain (TSD)pipe length 20 ft pipe diameter 15 in 0.0 $35.00 $1,200.00
1 temporary sediment trap (ST or CIP)Method for volume comp:
height of dam at toe 1.8 ft cut at dam 3 ft (lenth) x (total width) x (average height) / 27 for cubic yards
height of dam at face 1.8 ft cut at high side 10 ft assume face at 2:1, toe at 3:1
length of dam 50 ft length of cut 50 ft total width = 3x(toe height) + 2x(face height) + top width
top width 2 ft width of cut 15 ft average height = (toe height + face height) / 2
(comp. fill vol)36.7 cy (cut vol)493.5 cy $13.00
length of spillway 30 ft (cy est)505.7
width of spillway 9 ft (spillway stone tons)30 $50.00 $8,074.63
1 temporary sediment basin (SB)
height of dam at toe 8 ft cut at dam 3 ft
height of dam at face 6 ft cut at high side 6 ft
length of dam 120 ft length of cut 119 ft
top width 10 ft width of cut 96 ft
(comp. fill vol)1431.1 cy (cut vol)2261.0 cy $13.00
length of spillway 100 ft (cy est)2738.0
width of spillway 15 ft (spillway stone tons)225 $50.00 $46,844.48
riser height 7 ft
riser diameter 48 in (riser unit price)$150.00
barrel length 75 ft (price of base)$200
barrel diameter 24 in (barrel unit price)$50.00
barrel collars 2 baffle length 15 ft $5,700.00
2 temporary sediment basin (SB)
height of dam at toe 8 ft cut at dam 0 ft
height of dam at face 4 ft cut at high side 6 ft
length of dam 150 ft length of cut 95 ft
top width 10 ft width of cut 59 ft
(comp. fill vol)1400.0 cy (cut vol)749.4 cy $13.00
length of spillway 160 ft (cy est)1649.8
width of spillway 10 ft (spillway stone tons)240 $50.00 $33,447.59
riser height 7 ft
riser diameter 48 in (riser unit price)$150.00
barrel length 80 ft (price of base)$200
barrel diameter 24 in (barrel unit price)$50.00
barrel collars 2 baffle length 70 ft $7,050.00
3 temporary sediment basin (SB)
height of dam at toe 4 ft cut at dam 0 ft
height of dam at face 4 ft cut at high side 4 ft
length of dam 220 ft length of cut 118 ft
top width 10 ft width of cut 49 ft
(comp. fill vol)977.8 cy (cut vol)498.2 cy $13.00
length of spillway 35 ft (cy est)1143.9
width of spillway 10 ft (spillway stone tons)52.5 $50.00 $17,495.07
riser height 2.4 ft
riser diameter 18 in (riser unit price)$40.00
barrel length 50 ft (price of base)$200
barrel diameter 12 in (barrel unit price)$35.00
barrel collars 1 baffle length 136 ft $4,966.00
silt fence inlet protection (IP)0 $100.00 $0.00
stone inlet protection (IP)5 $200.00 $1,000.00
outlet protection (OP)length 15 ft width 10 ft 6 $675.00 $4,050.00
channel (SCC, matted)length 3875 ft width 8 ft $40,300.00
check dam depth in channel 1 ft channel width 8 ft 6 $180.00 $1,080.00
construction entrance (CE)0 $2,000.00 $0.00
wash rack 1 $2,000.00 $2,000.00
paved construction entrance 1 $3,500.00 $3,500.00
rip-rap, placed depth 2 ft length 1.0 ft
width 1.0 (tons)0.15 $60.00 $9.00
survey and layout (price per 0.1 mi.)acres 1 traps and basins 2 $1,500.00
mobilization $500.00
stream crossing (computed independently)
cost sum $341,716.78
proj mgmt $51,257.52
contingency $39,297.43
Total $432,280
8/12/2013
Project Name Whittington Subdivision - Phase A
WPO file number: WPO201300022
Stormwater Management Plan Bond Estimate
Item Item No.Unit Unit Cost Cost
Number (installed)
site clearing
permanent diversion or ditch 0 ft $13.00 $0.00
standard manhole frame top (not inlet)0 ea $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
1 basin
height of dam at toe 0 ft cut at dam 0 ft
height of dam at face 0 ft cut at high side 0 ft
length of dam 260 ft length of cut 0 ft
top width 0 ft width of cut 0 ft
(comp. fill vol)0.0 cy (cut vol)0.0 cy $13.00
length of spillway 0 ft (cy est)0.0
width of spillway 0 ft (spillway stone tons)0 $50.00 $0.00
(price of base)$0
barrel collars 0 baffle length 0 ft $0.00
trees 0 ea $150.00 $0.00
shrubs 0 ea $50.00 $0.00
seedlings 570 ea $5.00 $2,850.00
underdrain (LF)0 ft $5.00 $0.00
biofilter soil mix (CY)0 cy $38.00 $0.00
trash rack/ anti vortex devices 1 ft $1,500.00 $1,500.00
maintenance access road (LF)630 ft $50.00 $31,500.00
aggregate base or drainage stone 0.0 ft d 0.0 ft L 0.0 ft W 0.0 ton $35.00 $0.00
2 basin
height of dam at toe 0 ft cut at dam 0 ft
height of dam at face 0 ft cut at high side 0 ft
length of dam 260 ft length of cut 0 ft
top width 0 ft width of cut 0 ft
(comp. fill vol)0.0 cy (cut vol)0.0 cy $13.00
length of spillway 0 ft (cy est)0.0
width of spillway 0 ft (spillway stone tons)0 $50.00 $0.00
(price of base)$0
barrel collars 0 baffle length 0 ft $0.00
trees 21 ea $150.00 $3,150.00
shrubs 63 ea $50.00 $3,150.00
seedlings 0 ea $5.00 $0.00
underdrain (LF)126 ft $5.00 $630.00
biofilter soil mix (CY)313 cy $38.00 $11,894.00
trash rack/ anti vortex devices 1 ft $1,500.00 $1,500.00
maintenance access road (LF)1000 ft $50.00 $50,000.00
aggregate base or drainage stone 1.0 ft d 130.0 ft L 20.0 ft W 2600.0 ton $35.00 $91,000.00
3 basin
height of dam at toe 0 ft cut at dam 0 ft
height of dam at face 0 ft cut at high side 0 ft
length of dam 260 ft length of cut 0 ft
top width 0 ft width of cut 0 ft
(comp. fill vol)0.0 cy (cut vol)0.0 cy $13.00
length of spillway 0 ft (cy est)0.0
width of spillway 0 ft (spillway stone tons)0 $50.00 $0.00
(price of base)$0
barrel collars 0 baffle length 0 ft $0.00
trees 13 ea $150.00 $1,950.00
shrubs 38 ea $50.00 $1,900.00
seedlings 0 ea $5.00 $0.00
underdrain (LF)120 ft $5.00 $600.00
biofilter soil mix (CY)305 cy $38.00 $11,590.00
trash rack/ anti vortex devices 0 ft $1,500.00 $0.00
maintenance access road (LF)0 ft $50.00 $0.00
aggregate base or drainage stone 1.0 ft d 80.0 ft L 30.0 ft W 2400.0 ton $35.00 $84,000.00
rip-rap, placed depth 0 ft length 1.0 ft
width 0.0 (tons)0 $60.00 $0.00
survey and layout (price per 0.1 mi.)acres 1 basins 3 $2,000.00
mobilization $500.00
as-built drawings (per facility)1 ea $2,000.00 $2,000.00
materials testing (per facility)1 ea $2,000.00 $2,000.00
compaction testing (per dam)1 ea $5,000.00 $5,000.00
manufactured facilities (attach manufacturer's or contractor's price as a base)
cost sum $308,714.00
proj mgmt $46,307.10
contingency $35,502.11
Total $390,530
8/12/2013
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Internal Use Only 3
Date Received: G Fee Paid: �� ' .
Received by: % +IQ(jj1A'r?
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BOND ESTIMATE REQUEST
APPROVED PROJECT PLAN TITLE:(Title on the approve plan from which the estimate will be prepared.)
E&SC Plan and SWM Plan for Whittington Subdivision-Phase A
All parcels in the project, including any off-site work if easements are not provided,and current owners. Use a
separate sheet if more owners are required. Owner and tax map information must be correct, and plans must be
approved prior to bond estimates being prepared.
OX TM 89/95 Triumph W 't' ngton, LLC
TAX MAPs/PARCELs: OWNER'S NAME:
M� �. 45146,47, SIGNATURE: ��/7// fAlp date-77/773
(0( TAX MAPs/PARCELs: &48 OWNER'S NAME: Triumph W 'ttington, LLC
SIGNATURE: date: 7M.../, 3
TAX MAPs/PARCELs: OWNER'S NAME:
SIGNATURE: date:
TAX MAPs/PARCELs: OWNER'S NAME:
SIGNATURE: date:
TAX MAPs/PARCELs: OWNER'S NAME:
SIGNATURE: date:
The requested estimates are;
® Erosion&Sediment Control per Water Protection Ordinance section 17-207
® Stormwater Management per Water Protection Ordinance section 17-306
❑ Subdivision(roads,drainage,etc.)per Subdivision Ordinance section 14-435;
&Water& Sewer per Subdivision Ordinance section 14-435; $250 fee required
The estimate must be sent to the owner. Please provide contact information.
EMAIL: ►✓fib✓ v1∎'GOr►7rnc-v'ci•ea-,•eari'
OR REGULAR MAIL ADDRESS:
It(LIAL "?.,{4 it.e./6/04 4wzo/2Q1
pi
Revised 11/1/2011