HomeMy WebLinkAboutWPO200800014 Bond Reduction Erosion Control Plan 2011-02-23 EROSION CONTROL PERFORMANCE BOND REDUCTION
PROJECTNAME:0k/ T/'c,/,/ /3/0(•A �A9
PLAN/PERMIT NO. 2°0g — cvU/y
DATE: 23 ,e //
This project has been partially completed and the erosion control performance bond may be
reduced to: $ 3 60 20
Current amount= $ JrU 00.0
Erosion Control Inspector
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Cc: Ana Kilmer
1:\DEPT\Community Development\Forms\Inspections\EROSION CONTROL PERFORMANCE BOND REDUCTION FORM REVISED 2 3 201 I.doc
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BOND ESTIMATE-EROSION CONTROL Spreadsheet last revised:1-5-10
PROJECT NAME: Old Trail Block 3A
PROJECT NUMBER: 2008-00014
DATE OF ESTIMATE: 02/23/11
ESTIMATE BY: MRH
' BASED ON: Reduction
WATER ITEM DESCRIPTION UNIT QUANTITY UNIT COST ITEM TOTAL
SEED,FERTILIZE,MULCH ACRE 6 1500 9000
SILT FENCE LF 400 5 2000
Tree Protection Fence LF 0 5 0
SAFETY FENCE LF 435 3 1305
TEMPORARY FILL DIVERSION LF 0 3 0
DIVERSION DIKE LF 950 3 2850
TEMPORARY SLOPE DRAIN LF 0 20 0
SEDIMENT TRAP 1 ACRES 0 1000 0
SEDIMENT TRAP 2 ACRES 0 1000 0
SEDIMENT TRAP 3 ACRES 0 1000 0
SEDIMENT TRAP 4 ACRES 0 1000 0
SEDIMENT TRAP 5 ACRES 0 1000 0 '
SEDIMENT TRAP 6 ACRES 0 1000 0
SEDIMENT TRAP 7 ACRES 0 1000 0
I SEDIMENT TRAP 8 ACRES 0 1000 0
SEDIMENT TRAP 9 ACRES 0 1000 0
SEDIMENTTRAPIO ACRES 0 1000 0
SEDIMENTTRAPII ACRES 0 1000 0
SEDIMENTTRAPI2 ACRES 0 1000 0 '
SEDIMENT TRAP 13 ACRES 0 1000 0
SEDIMENT TRAP 14 ACRES 0 1000 0
SEDIMENT TRAP 15 ACRES 0 1000 0
SEDIMENT TRAP 16 ACRES 0 1000 0
SEDIMENT TRAP 17 ACRES 0 1000 0
SEDIMENT TRAP 18 ACRES 0 1000 0
SEDIMENT BASIN 1 ACRES 5.9 1000 5900
SEDIMENT BASIN 2 ACRES 6.2 1000 6200
SEDIMENT BASIN 3 ACRES 0 1000 0
SEDIMENT BASIN 4 ACRES 0 1000 0
SEDIMENT BASIN 5 ACRES 0 1000 0
SEDIMENT BASIN 6 ACRES 0 1000 0
SEDIMENT BASIN 7 ACRES 0 1000 0
SEDIMENT BASIN 8 ACRES 0 1000 0
SEDIMENT BASIN 9 ACRES 0 1000 0
SEDIMENT BASIN 10 ACRES 0 1000 0
Stream Crossing Type 1-1 EA 0 1000 0
Stream Crossing Type 1-2 EA 0 1000 0
Stream Crossing Type 1-3 EA 0 1000 0
Stream Crossing Type 2-1 EA 0 3000 0
Stream Crossing Type 2-2 EA 0 3000 0
Stream Crossing Type 2-3 EA 0 3000 0
Stream Crossing Type 3-1 EA 0 5000 0
Stream Crossing Type 3-2 EA 0 5000 0
Stream Crossing Type 3-3 EA 0 5000 0
CULVERT INLET PROTECTION EA 0 500 0
INLET PROTECTION EA 5 200 1000
Drop Inlet Repair/Completion<25 EA 0 1000 0
Drop Inlet Repair/Completion>25 EA 0 500 0
OUTLET PROTECTION EA 0 200 0
EC-2&3 DITCH PROTECTION LF 0 10 0
RIP-RAP LF 0 55 0
WEIRS IN SILT FENCE SQ.YD. 0 30 0
CHECK DAMS SQ.YD. 0 30 0
PAVED CONSTRUCTION ENTRANCE EA 0 2000 0
SUBTOTAL 28255.00
Project Management LS 15% 4238.25
Items+Management LS 32493.25
Project Administration LS 10% 3249.33
TOTAL 35742.58
ORIGINAL AMOUNT 59000
20%OF ORIGINAL 11800
GREATER AMOUNT-20%OR TOTAL 35742.58
BOND AMOUNT REQUIRED 36000.00 1
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Internal Use ontj' / (. 5 9, 0 0 0)
L q A/ J- pF ALe4i
Date Received: ! Fcc Paid: 77 �
ozzp
Received by: ��1,1A 8 < �' iiii
Intake: Forward to w agement Analyst
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BOND INSPECTION REQUEST .I O O g-apo/Li
PROJECT NAME: OLD TRAIL PHASE 6, BLOCK 3, PHASE A
_ ... ..... -- -- .. ... ... . . . . ..... .
-- (as on bond estimate request form and approved plan) - .-
This is to request that an inspection be scheduled to determine if the following performance bonds can he
reduced or released (check below all that apply). Where fees are assessed,a fee is required for each bond.
Ljqt t DI Erosion 8c Sediment Control per Water Protection Ordinance section 17-207
�, CI Stormwater Management per Water Protection Ordinance section 17-306 $60
Ito 51P 0 Subdivision(roads,drainage,etc.)per Subdivision Ordinance section 14-435;
&Water&Sewer per Subdivision Ordinance section 14-435 -$250(per bond)
0 Site Development Performance bond(Incomplete Site Work&Landscape Maintenance)
per Zoning Ordinance$280 BOND INSPECTION FEE PER BOND with request
Submit requests to: Department of Community Development,401 McIntire Road,North Wing,Charlottesville,
VA 22902,Attention:Management Analyst- Phone 434-296-5832;Fax 434-972-4126. Inspections will be
scheduled within thirty days of receipt-of this request and the required fee. Bonds will not be reduced below
20%of the original amount. This amount is held until acceptance of the 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 and the project is ready to start the
one-year landscape maintenance period. Bonds for landscape maintenance are 33.3%of the total landscaping
value and are maintained at that amount for the one-year maintenance period.
The revised estimate should be sent to;
EMAIL: Tustin@beights.com, kirsten@collins—engineering.com
OR REGULAR MAIL ADDRESS:
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Signa eve of Owner/Developer
GAYLON BEIGHTS 2/14/11
Print Name ' Date
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Revised I/1212011
Erosion Control Bond Estimate
Project Name: Old Trail Block 3 Pool Lot
Project Number: WPO-2008-00014
Date of Estimate: June 24,2008
Estimated By: Samuel Brownfield
Item Quantity of Unit Unit Cost Item Total ,
seed,fertilize,mulch 12.8 acre $ 1,500.00 $ 19,185.00
silt fence 964.0 linear foot $ 5.00 $ 4,820.00
safety fence 435.0 linear foot $ 3.00 $ 1,305.00
temporary fill diversion 0.0 linear foot $ 3.00 $ -
diversion dike 950.0 linear foot $ 3.00 $ 2,850.00
temporary slope drain 0.0 linear foot $ 20.00 $ -
sediment trap 1 1.0 acre $ 1,000.00 $ 1,000.00
sediment basin 1 5.9 acre $ 1,000.00 $ 5,870.00
sediment basin 2 6.2 acre $ 1,000.00 $ 6,160.00
culvert inlet protection 0 each $ 500.00 $ -
inlet protection 15 each $ 200.00 $ 3,000.00
outlet protection 5 each $ 200.00 $ 1,000.00
EC-2&3 ditch protection 0.0 linear foot $ 10.00 $ -
rip-rap 0.0 linear foot $ 55.00 $ -
check dams 0.0 square yard $ 30.00 $ -
paved construction entrance 1 each $ 2,000.00 $ 2,000.00
Subtotal $ 47,190.00
25% Contingency $ 11,797.50
Total $ 58,987.50
Bond Total $ 59,000.00
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Erosion & Sediment Control
Precon.stru.ction Conferen.ce Checklist
Name of Plan: 9/.-../( 6.6,P 3
Plan No.: 269(6 —04:262/c/
Date: d 5vi 20/0
I) Copies of approved plan given to: Owner or Authorized Agent 0 Contractor 0
2)Have all the conditions been met?
3) Responsible Land Disturber: 8(--0( 1390Aer
Cert./Lic.No.: 2-47936/ Type: / (_0
Address/Phone/Mobil Phone: BAX C '/////e/.
a. 9 0( • • / 7/
4)Name of Prime Contractor: 8,)3)
Name of Subcontractor:
5)Persons in Attendance:
Name Firm
IMOrk licp/4_15 <7.1
5-14501 ge15A—*-5— 13e,j911
_ceoht_
• A rod 13'i'71tV- 88/
6)Date Permit Issued:
Notes:
Rev: March 2 I,2006
Chapter 8— Culverts
RIPRAP BASIN
Project No. 0 t—b. •14%L. t,uDc-K3
Designer AVA 1.0,10C.x Date t?
Reviewer Date • .10
cts.veniWK
sipArna pito APRON
**4614.
TOP Of RMs
> .c144:SitiVa KOR Z. ',`P*11 .410"tairierPellerro4
ariMP.1110 +1106,Vaserow...4.4.21...764.0..tyPili
4000104atate 1411111012aVorarsitirarrsall*
44444 „Apr
34o OR 2dom, dip O..
211540:mkr2oRI2:153:e:8
likentitillirr7/1511 1.5
DESIGN VALUES TRIAL RNAL
(Figuro kr.-2) 2 TRIAL BASIN 6.3IMENSJONS FEET
Ecnti.Pepth. 1•2•S Pool length is the 10h, t,.2,5
larger of: I E
Drd0.15 0.15 3W, ;45
0,0 t3-'31 0.19 Basin length is 15h, 4.38
the larger Oil 4:g8
Froude Fr 0.02 . 4W
hide .S 0-5 Approach
Thickness 30,0 ei.,S 1
kis CY•kt).3• D•1o3 Basin Thickness 20,0 0.343
it,./Dy0 S•21
2<11/410,0<4
TAIL WATER CHECK. DOWNSTREANI RIPRANFigure 8E-4)
Taiiwater.rw L VI, 0,0
Equivalent deptlh(I, I 10 '
TVtrid0 0:3 35 •
•
•.•
TWid0>0,75,calculate-riptap 20
downstream using Figure 8E-4
21
Det(4A,/r.)"
Figure 8E-3. Riprap Basin Design Checklist
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8E-6 of 14 VDOT Drainage Manual
&477,'7\e4li-r,
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-114ttir;
Priarro-
Erosion & Sediment Control
Preconstmetion. Conference Checklist
Name of Plan:OV- 7(S beVIC tovta5e
Plan No.: loo5-042;0/y
Date: 9 4);,/), 'e98.
1)Copies of approved plan given to: Owner or Authorized Agent •i Contractor a
2)Have all the conditions been met? 7c2.5
3) Responsible Land Disturber: go/Y/JP Atitex--•
Cert./Lic.No.: 101 962 Type: Z V
Address/Phone/Mobil Phone:
4)Name of Prime Contractor: PA/1101'11 (015'i
Name of Subcontractor: •
5)Persons in Attendance: •
Name Firm
ijc /115.p 4 M.
To/v.\ 5tnclAi r /30/775
.e2' 5/7114A . 440,41 69,15-1.
6)Date Permit Issued: A \ 0\ D .
Notes: 01`f\. .• Maio-N\ '1\s5-\-vsk." )\f,4-9,sct.3-bLLQ
Rev: March 21,2006