HomeMy WebLinkAboutWPO201900016 Bond Estimates 2019-05-01Project Name 4389 Free Union Road VESCP
WPO file number: WP0201900016
TMP 01700-00-00-02100
Date Estimate Completed: 04/22/19
Erosion and Sediment Control Bond Estimate
Item Item
Number
stablintion (PS, TS)
silt fence (SF)
safety fence (SAF)
diversion (DD, FD, RWD)
temporary slope drain (TSD) pipe length
-ft
pipe diameter - in
earthwork for trap/basin
hei ht of dam at toe
ft
cut at high sideOftt9 9height
of fill at face
ft
cut at facelength
of dam
ft
length of cutft
top width
ft
width of cutft
(area above transition'.
5 sf
(area below transitic 183 sf
(total width of dam)
16 ft
(total width of cut) 69 ft
(height below transitio
7 ft
(depth below transit 1 ft
(area below transition)
7 sf
(area above transitic 33.5 at
(total fill volume)
18.1 cy
(total fill volume) 2085.cy
length of spillway
20 ft
(TOAL CY estimate 215 cy
width of spillway
12 ft
(spillway stone tons 13.8 tons
structures for basin
riser heihtLin
ftr
diamgterin
(riser unit price) $0.00
barrel lengthft
base plate or fdnbarrel
diameter(barrel
unit price) $0.00
barrel collars
-ft
baffle length
silt fence inlet protection flo)
stone inlet protection (IP)
outlet protection (OP) length
channel (SCC, matted) length
check dam depth in channel
construction entrance (CE)
wash rack
paved construction entrance
rip -rap, placed depth
width
survey and layout (price per 0.1 mi.) acres
mobiliution
stream crossing (computed independently)
0 ft width
0 ft width ft
0 ft channel width 0 ft
0 ft length -ft
0.0 (tons) 0 tons
- traps and basins -
No. Unit Unit Cost Cost
nstalled
.acres $5.000.00 $1500.00
$59,
ft .00 $19,500.00
ft $5.00 $0.00
ft $13.00 $10,400.00
$0.00 $0.00
$13.00 $2,795.00
$50.00 $690.00
$0.00
$200.00 $0
$0.00
$200.00 $0
$50.00 $0
$100.00 $0.00
$200.00 $0.00
$0.00 $0.00
$0.00
al $0.00 $0.00
$2,500.00 $2,500.00
$2,000.00 $2,000.00
$3,500.00 $0.00
$60.00 $0.00
$1,500.00
$2,500.00
$0.00
cost sum $54,385.00
contingency $5,438.50
Total $59,830
5/1/2019
Approximate Earthwork computations for sed
Assumes all cut and fill slopes are 2.1 for simplicty
Cut at High Side
h2
Height of Fill at Face
h1 %,
w
Width of Cut
Fill area above transition = h1(2h1) + h1(w)
Fill area below transition;
total width of fill (dam) = 2h1 + w + 2h2
height below transition = h2-h1,
area = (width*height)/2 - height x height
Length of Cut
Top
I-w
transitic
h1
Cut at Fa
liment traps and basins
Width
►n point \ Height of Dam at Toe
h2
ice
Volume = Length of Fill x Fill Area
Cut Areas and Volume is the same as fill
but using the cut dimensions
Fill for Dam
(imately)
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Received by ..
1¢gke. Faroard to MaaeR¢m¢al Annly,t
• ` `�` Cie/71
REQUEST TO ESTABLISH A BOND
APPROVED PLAN # WP0201900016
PROJECT NAME: 4389 Free Union Road VESCP_
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 aw,required. Owner and tax map information must be correct' and plans must be.
approved prior to bond estimatesbeing prepared.
TAX MAPs /PARCELs: 17-21 OWNER
SIGNATURE:
TAX MAPs7 PARCELS: OWN13B
SIGNATURE:
date:
TAX MAPSIPARCELs: OWNER'S+NAME:
SIGNATUREc date:
TAX MAPSI PARCELs: OWNER'S NAME:
SIGNATURE: date:
TAX MAPs / PARCELs: .,OWNER'S NAM&
SIGNATURE.`-
date: -
NOTE: If ownership of the property is in the tia me 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.
Tim requested estimates are;
10 VESCP Erosion & Sediment Control per Water Protection Ordinance section 17-207; $0 fee
❑ VSMP Erosion and Sediment Control, StonnwaterManagement and Mitigation per Water
Protection Ordinance section 17-208; $250 fee required
❑ Subdivision (roads, drainage, etc.) per Subdivision Ordinance section 14-435;
&sWater,& Sewe'rperSubdivision Ordinance section 14435; S269 fee required
A, bond estlnste will be.prepared by the plan reviewer. The estimate must be sent to the owner. Please provide
contact infohnation, >>
EMAIL mxhovpy90 .yahoo.com
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OR REGULAR MAIL ADDRESS:
Revised 62=014. 11132015