HomeMy WebLinkAboutWPO201200083 Bond Estimates WPO VSMP 2018-11-30 Mountain Valley WPO Plan-Driveay Access for lots 36&37
WPO file number:WP0201300083
Mitigation Plan bond estimate
Item Iters No.Unit Unit Cost Cost
Number (installed)
trees 183 ea 5150.00 527.450.00
shrubs 186 ea 550.00 59.300.00
seedlings 553 ea $5.00 52765.00
mobiluabon snoo.m
cost sum 540,015.00
moi mgmt $6.00225
contingency $4.601.73:
Total $50,620
4252013
Mountain Valley WPO Plan-Driveway Access for lots 36 and 37
WPO file number:WPO201300083
Erosion and Sediment Control Bond Estimate
Item Tern No.Unit Unit Cost Cost
Number Jinstalledl
stablizason(PS,TS) 2.0 acres $5,000.00 $10,000.00
sin fence(SF) 50.0 ft $5.00 $250.00
safety fence(SAF) 0.0 ft $5.00 $0.00
diversion(DD,FD,RWD) 840 ft $13.00 $10,920.00
temporary slope drain(TOD) pipe length 0 ft pipe diameter 15 In $535.00 $0.00
1 temporary sediment trap(ST or CIP)
height of dam at toe 5 I cut at dam 0ft
height of darn at face 4 ft cut at high side 0 ft
length of darn 20 ft length of cut 0 ft
top width 4 ft width of cut 0 ft
(comp.fill vol) 90.0 cy (cut yob 0.0 cy 513.00
length of spillway 10 ft (cy est) 90.0
width of spillway 5 ft (spillway stone tons) 0 $50.00 $1,170.00
1 temporary sediment trap(ST or DIP) Method for volume
height of darn at toe 5 ft cut at darn 0 ft (lenth)z(total wilt
height of darn at face 4 ft cut at high side 0 ft assume face at 2'
length of darn 20 ft length of cut 0 ft total width=3c)tor
top width 4 ft width of cut 0 ft average height=(
(comp.fill vol) 90.0 cy (cut vol) 0.0 cy $13.00
length of spillway 10 ft (cy est) 90.0
width of spillway 5 ft (spillway stone tons) 0 050.00 $1,170.00
sit fence inlet protec5on(IP) 0 $100.00 $0.00
stone inlet protection(IP) 0 9200.00 $0.00
outlet protection(OP) length 5 ft width 10 ft 1 $225.00 $225.00
channel(SCC,matted) length 0 ft width 0 ft $0.00
check dam depth in channel 1 ft channel width 10 ft 3 $225.00 $675.00
construction entrance(CE) 1 $2,000.00 $2,000.00
wash rack $2,000.00
paved construction entrance 0 03,500.00 $0.00
np-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 0 traps and basins 2 $1,000.00
mobilization
8500.00
stream crossing(computed independently)
cost sum 827,919.00
prol regret $4,187.85
contingency $3,210.69
Total $35,320
4/25/2013
O�rReceieed: e�Pald:� °� A !
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BOND
APPRO PD PIAN # WPO 201
PR(l.)>=CT NAME.: Mountain VAlle
(As tisW on ft approved plan)
This is to request that an inspection be performed by the County. Where 1~ws are assessed. a.fee is required for
each inspection. Please check the inspections requested.
Q VS.NfPNESCP Erosion Control. Stormwater Management and/or Mitigation per
Water Proteeflon Ordinance section 17-207 & 208 5250
0 Subdivision (roads, drainage, etc.) per Subdivision Ordhianve section 14-435 and 14-438: 5269
C3 Water di Sewer per Subdivision Ordinancc section 14-435 $269
Ci Site Development Performance bond (Incomplete Site Work & Landscape Maintenance) W1
TOTAL FEES $250.00
Inspections for the purposes of bond reduction or release will requirr a separate Pee for each bond.
Submit requests to. Deparinicrit of Community Developinimt. 401 McIntire Road. North Wigg, Charlottesville,
VA 2-1942, Attention, Management Analyst - Phone 434-296-5832. pax 434-9724126, All roads and
storrrsv,ater fho;ilities will require construction record drawings, inspection reports, and completion processes
through VD0T or DEQ. Bonds will not be rcduccd or rc:lea ;d w ithout record drawings and inspection
documentation per the sate recpuimmals and county's published procedures. A minimum 201/9 of the original
pasting is held until accepter of ell Fronded improvements. For Site Development Performance bonds, if
lattd:sca c installation is part of the bonded incomplete site w ofl(. a request for reduction should o nIy N made
once all site work is complete.
The revised estimate should be sent to.
EMAIL: 250gtv@p epsicva.com
OR REGUI:AR MAIL. ADDRESS:
not or0owne c *per
Pre . Name � Lute
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