HomeMy WebLinkAboutWPO202100069 Bond 2022-08-03Internal Use only
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Date Received: Fee Paid:
Received by:
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Intake: Forward to Program Administrator
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REQUEST TO ESTABLISH A BOND
APPROVED PLAN # WP02021-00069
PROJECT NAME: Scottsville Tiger Fuel Market
(As listed on the approved plan)
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.
TAX MAPS / PARCELs: 130A1-47A, 49 OWNER'S NAME: Tiger Fuel Co
SIGNATURE: date: $/Z/20ZZ
TAX MAPS / PARCELs:
TAX MAPS / PARCELs:
TAX MAPs / PARCELs:
TAX MAPS / PARCELs:
OWNER'S NAME:
SIGNATURE:
OWNER'S NAME:
SIGNATURE:
OWNER'S NAME:
SIGNATURE:
OWNER'S NAME:
SIGNATURE:
date:
date:
NOTE: If ownership of the property is in the name of any type of legal entity or organization
including, but not limited to the name of corporation, partnership, limited liability company,
trust, association, etc., documents acceptable to the County must be submitted certifying that
the person signing above has the authority to do so.
The requested estimates are; (Fees include 4% Technology Fee)
❑ VESCP Erosion & Sediment Control per Water Protection Ordinance section 17-207; $0 fee
VSMP Erosion and Sediment Control, Stormwater Management and Mitigation per Water
Protection Ordinance section 17-208; $294.32 fee required
❑ Subdivision (roads, drainage, etc.) per Subdivision Ordinance section 14-435;
& Water & Sewer per Subdivision Ordinance section 14-435; $307.84 fee required
A bond estimate will be prepared by the plan reviewer. The estimate must be sent to the owner. Please provide
contact information.
EMAIL: J L. rTzm d 6 T-QVrr(vLl.Cozyt
OR REGULAR MAIL ADDRESS:
Revised 7/121
Project Name: VSMP Plan for Scottsville Tiger Fuel Market
WPO file number: WP02021-00069
TMP(s): 130A1-47A_ 130A1-49
Date Estimate Completed: 07/05/2022
Stormwater Management Plan Bond Estimate
Item Item No. Unit Unitcost
Number (installed
1 permanent diversion or ditch 'R $13.00 $0.00
2 standard manhole frame top (not inlet) 1 ea $500.00 $500.00
3 drop inlet or grate 5ad $3,500.00 $17,500.00
4 manhole structure (per R. rise) 38.0 R $450.00 $17,100.00
5 pipe, rcp, crap (15 to 48") in ES-1,2 r 0 EC-1 565.0 R $35.00 $19,A5.00
6 in ES-1,2 1 EC-1 371.0 R $40.00 $15.340.00
7 in ES-1,2 0 EC-1 0.0 R $50.00 $0.00
8 in ES-1,2 EGl fl $70.00 $0.00
ba 9 aggregate se or drainage stone Mind 1ftL RW 0.0 ton $35.00 $0.00
10 trees ea $275.00 $3,300.00
11 shrubs 2 ea $50.00 $1,250.00
12 seedlings 0 as $5.00 $0.00
13 underdrain (LF) 1701 $5.00 $850.00
14 Nofiher soil mix (Ch 281 cy $45.00 $12,645.00
15 trash racid anti vortex devices l as $1,500.00 $1,500.00
16 maintenance access road (LF) Jll $50.00 $0.00
17 (, placed depth ■R length 48.0 ft only
18 (only Outfall Rip -Rap from BMP inG vdMh (tons) 2484 $60.00 $14,904.00
19 survey and layout (price per 0.1 mi.) acres basins_ $2,245.00
20 mobilization $2,500.00
21 as-built
als tee ng (per adlit) Was
ea $2,000.00 $4.000.00
22 materials testrrg (per tadlity) ea $2,000.00 $4,000.00
23 compaction testing(per dam) ea $3,000.00 $6,000.00
24 Survey and planing of Open Space $2,500.00 $0.00
25
26 Manufactured facilities (attach manufacturets or contractor's price as a base) $0.00
27
28
29
30
31 cast sum $123.409.00
32 con ingenry $12,340.90
33
34 Total $135,750
W/2022
Project Name: VSMP Plan for Scottsville Tiger Fuel Market
WPO file number: WP02021-00069
TMP(si 1301 130AI-49
Date Estimate Completed: 07/05/2022
Erosion & Sediment Control Plan Bond Estimate
Item
Number
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
46
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
Item
stablization (PS, TS)
silt banner (SF)
safety fence (S4F)
diversion (DID, FD, RWD)
temporary slope drain (TSD)
Sediment Trap#1
eanhwomfortraplbasin
structures for basin
Sediment Trap 02
eanhwom for traplbasin
structures for basin
silt fence inlet pmtection(IP)
stone inlet protection (IP)
outlet forehanded (OP)
channel(SCC, manetl)
check dam
construction entrance (CIE)
wash rack
paved construction entrance
rm,raP. Placetl
pipe length
Tfl
height of damat toe
fl
height of fill at face
fl
length of tlam
If
top width
If
(area above transition;
6 sf
halal width of dam)
6 ft
(height below transltio
2fl
(area below transition)
2 sf
(total fill volume)
11Eoy
length of splway
width of spillway
-ft
fl
riser height
ft
riser diameter
in
banel length
0 fl
banel diameter
Din
■
height of damfl
attoeOft
height of fill at face
length of tlamIf
top width
If
(area above transition;
48 sf
hand width of dam)
loft
(height below toned.
1 ft
(area below traire ion)
4 sf
(total fill volume)
21' 9 cy
length ofspilhvay
18 ft
witltlr of spillway
7.5 ft
riser height 0fl
riser diameter 0 in
barrel length 0 ft
barrel diameter 0 In
No. Unit Unit Cast 9129
ins( talletl)
1.6 acres
560.0 ft
560.0 ft
Ell ft
pipe diameter
-in
cut at high aide
pht at face
fl
length of cud
.fl
fl
witl6h of out
It
(area below Irani
87 sf
(total width of cot)
45 It
(depth below transit
5I1
(area above bansN< 87.5 of
(total cut volume) 2323 cy
Ill CV estimate; 237 cy
(spillway stone tons 7.4 tons
r,se r unt pace) so00
base plate or ftln -cy
$9 60
barrel collars
baffle length inIt
cut at high side ] ft
pit of face 3 ft
length of cut If
of phi as
(area below transitir
132 at
(total width of cot)
58 It
(depth below transit
4fl
(area above bansN<
100 at
(total pIl volume)
UZI cy
(TDA Cy estimate;
913 cy
(spillway stone tons
].8 tons
Riser unit once)
$000
base plate orftln
-q
ice)
$O.Oo
barrel collars
baffle length
-fl
length ] t width ■4
length ft width
depth in channel 0 ft channel width 4
depth
wimh
survey and layout (pace par 0.1 mi.) acres
mobilization
�fl length 0t
oft
traps and basins -
$7.900.00
z.,.j $2,8m0oo
55.00 $2,8m0oo
513.00 $19,51)O.OU
so.00 $0.00
$13.00 $3.081.00
$50.00 $370.00
$0.00
$20(1 $0
0.00
$20(1 $0
$56.00 $0
$13.00 $11,869.00
$50.00 $390.00
$0.00
$20(1 $0
$0.00
$200.00 $0
$50.00 $0
$10000 $0.00
$200.00 $1,000.00
$189.00 $378.00
$0.00
$000 $0.00
$2,500 Pr $2,501
$2 OC- S2,000.00
$350,u $0.00
$60.00 $0.00
$2,]45.00
$2,500.00
.at.. $59,833.00
contingency M.983.30
Total $65,820
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