HomeMy WebLinkAboutWPO201300036 Bond 2013-05-20 Ana Kilmer
From: Ana Kilmer
Sent: Tuesday, July 16, 2013 1:17 PM
To: Rauzelle J. Smith (RJS4p @virginia.edu); Kenny Thacker
Cc: Max Greene; Esther Grace; Glenn Brooks
Subject: First Baptist Church Covesville Bond Estimates-wpo-2013-00036
The $43,890 water protection performance bond has been posted and approved (erosion $22,840; stormwater
$21,050). The permit and first year inspection fee has been paid.The Stormwater agreement has been approved by the
County.
Please contact Kenny Thacker to determine when you can set up a pre-construction meeting.
Thank you
Ana D. Kilmer
Management Analyst
County of Albemarle
Community Development Department
401 McIntire Road
Charlottesville,VA 22902
434-296-5832
akilmer @albemarle.org
1
First Baptisti Church Covesville
WPO file number:WP0201300036
Erosion and Sediment Control Bond Estimate
Item Item No.gm Unit Cost Cost
Number (installed)
stablizatlon(PS,TS) 1.6 acres $5,000.00 $8800.00
sit fence(SF) 50.0 ft $5.00 $250.00
safety fence(OAF) 00 ft $5.00 $0.00
diversion(00,FD,RWD) 170 ft $13.00 $2,210.00
temporary slope drain(TSD) pipe length 0 ft pipe diameter 0 in $0.00 $080
1 temporary sediment trap(ST or CIP) Method for volume
height of dam at toe 3 ft cut at dam 0 ft (lenth)0(total wilt
height of dam at face 3 ft cut at high side 5 ft assume face at 2:
length of dam 50 ft length of cut 20 ft total width=3o(tot
top width 28 ft width of cut 10 ft average height=
(comp.61 vol) 97.2 cy (cut vol) 37.0 cy $13.00
length of spillway 12 ft (cy est) 1098
width of spillway 9 ft (spillway stone tors) 12 $50.00 $2,024.38
1 temporary sediment basin(SS)
height of dam at toe 0 ft cut at dam 0 ft
height of dam at face Ott cut at high side Oft
length of dam 260 ft length of cut 0 ft
top width 0 ft width of cut 0 ft
(comp.fa vol) 0.0 cy (ad vol) 0.0 cy $1380
length of spilway 0 ft (cy est) 0.0
width of spillway 0 ft (spillway stone tons) 0 $5000 $0.00
riser height 0 ft
nser diameter 0 in (riser unit price) $0.00
barrel length 0 ft (price of base) $0
barrel diameter 0 in (barrel unit price) $0.00
bane)collars 0 baffle length 0 ft $0.00
sit fence inlet protection(IP) 0 $100.00 $0.00
stone inlet protection(IP) 0 $200.00 $0.00
outlet protection(OP) length 15 ft width 10 ft 0 $675.00 $0.00
channel(SCC,matted) length 200 ft width 6 ft 0 $1,560.00
check dam depth in channel 1 ft charnel width 10 ft 0 $22600 $0.00
construction entrance(CE) 1 $2,000.00 $2,00000
wash rack 02,00080
paved construction entrance 0 83,500.00 $0.00
rip-rap,placed depth 2 ft length 1.0 ft
width 1.0 (tons) 815 $60.00 $9.00
sundry d layout(price per 0.1 mi.) acres 1
rvey traps and basins 2 $1,500.00
mobilization $50080
stream crossing(computed independently)
cost sum $18,053.38
proj mgmt 02,708.01
contingency $2,076.14
Total $22,840
6/3/2013
Nrisre ,0000,
zg * -n
3 3 « D ;
cr 0
2 7 D
I ° , 8a@ IVUIU 1IIII !§ a ; & ! -_ - } \; ' � ia
7F,
k \ E * / i ; ; ;2 }] E2 }� ; ; §
& CD * �
} 4343\ \ / \
R. to,.. — 0
�� ` J k )
\ _ co b #
! 3 2 a, =
e £ » E £ a7^# iT « ! m
_ 55) !47,
\ 8 4335 / ! } /
Fo ! i7} ■ 33 E
a a
_�"3_ g. ! „
iiI) CL CI
cn
cn
o
: k� }\ 20 a
4343} � ES,*
, , 000 , 0 =
o
§
O /a /
} \ 8 , 8 = =,2 � � . ` ° \
E
] \ 2
— &
0 0 0 0 8888888 8 8 88888 / \
# _-
esama »aq _ d
o „ o o , _ # 0 ; $ 004 - 07 §70 /
� Gm « p , p o o o e o ao , , ,
o 8 8 888888 8888888 8 8 cacao ,
cn
ry
Ki
o