HomeMy WebLinkAboutWPO201300033 Bond WPO VSMP 2017-06-16 Internal Use Qnit ! / /&y-f
Date Received: /
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Intake: Forward to'vtanagenhentAnalyst t41 eV1 &111°14-("4/A VOD
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BOND INSPECTION REQUEST
APPROVED PLAN #WPO-2013-00033
PROJECT NAME: PEABODY SCHOOL
(As listed on the approved plan)
This is to request that an inspection be performed by the County. Where fees are assessed,a fee is required for
each inspection. Please check the inspections requested.
VSMP/VESCP Erosion Control,Stormwater Management and/or Mitigation per
Water Protection Ordinance section 17-207& 208 $250
0 Subdivision(roads,drainage,etc.)per Subdivision Ordinance section 14-435 and 14-438; $269
0 Water& Sewer per Subdivision Ordinance section 14-435 $269
❑ Site Development Performance bond(Incomplete Site Work& Landscape Maintenance) $301
TOTAL FEES $250
Inspections for the purposes of bond reduction or release will require a separate fee for each bond.
Submit requests to: Department of Community Development,401 Mclntire Road,North Wing,Charlottesville,
VA 22902,Attention: Management Analyst-Phone 434-296-5832; Fax 434-972-4126. All roads and
stormwater facilities will require construction record drawings, inspection reports,and completion processes
through VDOT or DEQ. Bonds will not be reduced or released without record drawings and inspection
documentation per the state requirements and county's published procedures. A minimum 20%of the original
posting is held until acceptance of all bonded improvements. For Site Development Performance bonds, if
landscape installation is part of the bonded incomplete site work,a request for reduction should only be made
once all site work is complete.
The revised estimate should be sent to;
EMAIL: cob. or 1 a.,ct, e %Jho( " S'(A0in.oc
OR REGULAR MAIL ADDRESS: /.2 3 2 J j-v 46-(9r-/1
Chits-44'14.u., VA 2z9b .
iLk
Signature of Owner/Developer
Ch 04'
Print Name Date
Revised 7/15/2014,7120/2015,11/3/2015
Ana Kilmer
From: Ana Kilmer
Sent: Monday, August 05, 2013 3:15 PM
To: 'Renee Henslee'; Kenny Thacker; Ray Lilly
Cc: Esther Grace; Max Greene
Subject: Peabody School -wpo-2013-00033
The$74,570 water protection performance bond has been posted and approved (erosion$39,070;stormwater
$35,500). The permit and first year inspection fee has been paid. The stormwater agreement has been approved by the
county. Stormwater agreement will be recorded this week.
Please contact Ray Lilly to determine if you can set up your 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
'
Ana Kilmer
From: Ana Kilmer
Sent: Monday, August 05, 2013 3:15 PM
To: 'Renee Henslee'; Kenny Thacker; Ray Lilly
Cc: Esther Grace; Max Greene
Subject: Peabody School-wpo-2013-00033
The$74,570 water protection performance bond has been posted and approved (erosion$39,070; stormwater
$35,500). The permit and first year inspection fee has been paid. The stormwater agreement has been approved by the
county. Stormwater agreement will be recorded this week.
Please contact Ray Lilly to determine if you can set up your 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
akilmerPalbemarle.org
1
Peabody School
WPO file number:WPO201300033
Erosion and Sediment Control Bond Estimate
Item Item t4 Unit Unit Cost Cost
Number
Anstelledl
ctabloation(PS,TS) 2.3 acres $5,000.00 $11,400.00
sift fence(SF) 800.0 ft 05.00 $4,000.00
safety fence(SAF) 400.0 ft 35.00 $2,000.00
diversion(DO,FD,RWD) 400 ft $13.00 $5,200.00
1 temporary sediment trap(ST or CIP)
Method for volume
height of dam at toe 2 ft cut at dam 2 ft (tenth)0(total wilt
height of dam at face 2 ft out at high side 2 ft assume face at 2:
length of darn 50 ft length of cut 50 ft total width=3&Roe
top width 2 ft %With of cut 5 ft average height=(
(comp.fiN vol) 44.4 cy (cut vol) 48.1 cy $13.00
length of spillway 10 ft (cy est) 63.0
width of spillway 3 ft (spillway stone tons) 3.33333 $50.00 $985.19
1 temporary sediment trap(ST or CIP)
Method for volume
height of dam at toe 1 ft out at dam 1 ft (tenth)x(total widt
height of dam at face 1 ft cut at high side 2 ft assume face at 2.
length of dam 60 ft length of cut 60 ft total width=3x(toe
top width 2 ft width of cut 5 ft average height=(
(comp.fiN Vol) 15.6 cy (cut vol) 36.7 cy $13.00
length of spillway 10 ft (cy est) 41.9
width of spillway 1 ft (spihway stone tons) 1.11111 $50.00 $599.63
silt fence inlet protection(IP) 7 $100.00 $700.00
stone inlet protection(IP) 0 $200.00 $0.00
outlet protection(OP) length 0 ft width 0 ft 3 $0.00 $0.00
channel(SCC,matted) length 0 ft width 0 ft $0.00
check dam depth in channel 0 ft channel width 0 ft 1 $0.00 $000
construction entrance(CE) 1 $2,000.00 $2,000.00
wash rack 1 $2,000.00 32,000.00
paved construction entrance
0 33,50000 $0.00
rip-rap,placed depth 0 ft length 0.0 ft
Width 0.0 (tons) 0
360.00 $0.00
survey and layout(price per Of mi.) acres 1 traps and basins 2 $1,500.00
mobtl¢etion
stream crossing(computed independently) $500.00
cost sum $30,884.81
•
proj mgmt $4,632.72
contingency $3,551.75
Total $39,070
7/12/2013
wee{
Peabody School
WPO file number:WPO201300033
Stormwater Management Plan Bond Estimate
Item Item
Number Na Unit ji nst n t Css3 Cost
liabst)
site clearing
permanent diversion or ditch 0 fl 01300 $0.00
standard manhole frame top(rot inlet) 0 es $500.00 saw
manhoe structure(per ft.rise) 0 ft $450.00 $0.00
pipe,rep.cmp(15 to 48') 0.0 in d 0 ES-1,2 0 EC-1 0.0 ft $000 $0.00
aggregate base or drainage stone 1.0 in d 50.0 ft L 8.0 ft W 35.0 ton 335.1)0 $1225.00
1 mein
height of dam et toe 0 ft cut at dam 0 ft
height 04 dem at face 0 ft cut at high aide 0 ft
length of dam 250 0 length of cut 0 ft
top width 0 ft width of cut 0 ft
(cony.MI vol) 0.0 cy (cut vol) 0.0 ey $1300
length of epdMay 0 ft (cy est) 0.0
width of speMay 0 ft (spilMay stone tons) 0
(Price of base) $0 050.00 50.00
banal collars 0 baffle length 0 ft $000
trees
shrubs
2 ea $150.00 $300.00
seedlings
35 on $50.00 $1,750.00
underdram(LF) 0 es $5.00 7500
biofitter toil mix(Cr 75 fl $5.00 0375.00
37 cy 538.00 $1,406.00
trash rack/anti vortex devices Oft $1.500.00 $0.00
maintenance access road(LF) 240 ft $50.00 $12,000.00
rprrsP.Placed depth 0 ft length 0.0 ft
width 0.0 (tons) 0
survey and Myatt(price per 0.1 mi.) acres 1 basins 2 00.00
.medication $100.00
medication
$500.00
as-built tlrsawgs leer feciay) 1 ea $2.000.00 32,000.00
materiels testing(per facility)
1 ea $2,000.00 $2.000.00
compaction testing(per dam) 1 es $5.00000 05,00000
manufactured facilities(attach manufacturer's or contractor's price as a base)
__..._....... ___.
oast wan 028,05656
.00
Prof mgmt $4.208.40
contingency $3.226.44
Total $35,500
7/122013
Internal Use Only / I Jl
Date Received: / 1 ! Fee Paid: ( egr*:-%�of AI C 6 r=1t Received by: { `s - ,
Intake: Forward to Management Analyst ®�� +
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BOND ESTIMATE REQUEST ' ,i
APPROVED PROJECT PLAN TITLE: (Title on the approve plan from which the estimate will be prepared.)
1-'4 oc{y ScIi /
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.
(vt V TAX MAPs/PARCELs: '71'44/- /5 OWNER'S NAM C• I\ C "
✓ W SIGNATURE: _ A im date:l0/ ZV/(
TAX MAPs/PARCELs: OWNER'S NAME:
SIGNATURE: date:
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;
. 1 Erosion& Sediment Control per Water Protection Ordinance section 17-207
igr 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: I Ns c( Ca C.r0SS l'.'(;GCt;S v• - C ow\ AND
.� ce- ( ccit t'4 5'-..�? t n ee V i')i •(CM
OR REGULAR MAIL ADDRESS fr
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