HomeMy WebLinkAboutWPO201500042 Bond Estimates 2015-12-01 Ana Kilmer
From: John Anderson
Sent Tuesday, December 01, 2015 11:01 AM
To: Ana Kilmer
Cc: Todd Shifflett
Subject: RE:Old Trail, block 27,WP0201500042 ESC bond estimate, revised
Ana,
Thank you for questioning the Acreage.
I've reconsidered. Please use original estimate that lists 6.38 Ac.,the .PDF sent yesterday.
Please let me know if you have any questions.
Thank you
From:Ana Kilmer
Sent:Tuesday, December 01, 2015 10:41 AM
To:John Anderson<janderson2@albemarle.org>
Subject: RE:Old Trail, block 27,WP0201500042 ESC bond estimate, revised
The estimate doesn't show any acreage. Please review. We will need to resend to Dave Brockman.
Ana D. Kilmer
Management Analyst
Community Development Department
401 McIntire Road
Charlottesville,VA 22902
434-296-5832
akilmer( albemarle.org
From:John Anderson
Sent:Tuesday, December 01, 2015 10:33 AM
To:Ana Kilmer<akilmer@albemarle.org>
Subject:Old Trail, block 27,WP0201500042 ESC bond estimate,revised
Ana,
Attached please find:
Revised .PDF, ESC bond estimate
Please replace ESC bond estimate sent yesterday.
Confirm parcel 055EO-0 I-00-000A I —this is the only parcel to list on bonds.
Please let me know if you have any questions.
Thank you
John E.Anderson,PE I Civil Engineer II
Department of Community Development I County of Albemarle.Virginia
401 McIntire Road I Charlottesville,VA 22902
434.296.5832 ext.3069
1
Ana Kilmer
From: Ana Kilmer
Sent: Tuesday, December 01, 2015 11:21 AM
To: David Brockman (dave@oldtrailvillage.com); 'Bill Ledbetter;Jeffrey S. Hall
Cc: John Anderson
Subject: FW: Old Trail, block 27, WP0201500042 VSMP bond
Attachments: ESC_bond OTV block 27_WP0201500042_113015.pdf
Per John Anderson, attached is the original bond estimate (e-mailed to you previously) that needs to be bonded.
Thank you
Ana D. Kilmer
Management Analyst
Community Development Department
401 McIntire Road
Charlottesville, VA 22902
434-296-5832
akilmer@albemarle.org
From:Ana Kilmer
Sent:Tuesday, December 01, 2015 10:36 AM
To: David Brockman (dave@oldtrailvillage.com) <dave@oldtrailvillage.com>; Bill Ledbetter
<BLedbetter@roudabush.com>;Jeffrey S. Hall <jhall@mcmllc.com>
Cc:John Anderson<janderson2@albemarle.org>
Subject:Old Trail, block 27, WP0201500042 VSMP bond
Attached are the bond estimates that you requested. Please let me know how you plan to secure the bonds. The
lickinghole fee is $5,046.87. Please make check payable to County of Albemarle and submit to my attention. I need to
follow up with Glenn about the schedule of completion for bonded improvements form. He has not signed off on this
form.
Thank you
Note. I will be out of the office 12/28/2015-1/1/2016.
Ana D. Kilmer
Management Analyst
Community Development Department
401 McIntire Road
Charlottesville, VA 22902
434-296-5832
akilmer@albemarle.org
•
Old Trail Village Block 27 Erosion Control and Stormwater Management Plan
WPO file number: 2015-00042
Mitigation Plan Bond Estimate
Item Item No. Unit Unit Cost Cost
Number (installed)
1 Mitigation Area-trees(canopy+understory) 43 Each $150.00 $6,450.00
2 Small shrubs&grasses(VDOT bid tab-2013.4 species, $x 2) 43 Each $50.00 $2,150.00
cost sum $8,600.00
$0.00
contingency $860.00
1.133
Mitigation-wpo201500042-OTV_block 27-113015 Total $9,460
11/30/2015
E
Old Trail Village Block 27 Erosion Control and Stormwater Management Plan
WPO file number: 2015-00042
Erosion and Sediment Control Bond Estimate
Item Item fig,Unit Unit Cost Cost
Number (installed)
1 sfabllzefion(PS,TS) [8.5-2.12 Ac(impervious)J err 3 acres $5,000.00 $31,900.00
2 tree protection 0 ct. "O ft $5.00 $0.00
3 sift fence(SF) •~"7A0 ft 55.00 $1.000.00
4 safely fence(SAF) ..0 ft $5.00 $0.00
5 diversion(DD,FD,RWD) 0 ft $13.00 $0.00
6 turbidity curtain(Upper Ballard Pond):ref.katssafety.com i 11-30-15 price) 80 ft $8.00 $639.98
6 temparary slope drain(TSD) Pipe length 0 ft pipe diameter • 0 in $0.00 $0.00
7 earthwork for Es.SB Modficatlon Inc A.George email:11,20/2815 t:24 PS1]
8 height of dam at toe . :0 ft cut at high aide 0 ft
9 height of RN at face 0 ft cut at face 0 ft
10 length of dam 0 ft length of cut 0 ft
11 top width 0 ft width of cut 0 ft
12 . txwt:.:::. . • 0 st (area below transition; 0 at
13 .4t.of y,:-• 0 ft (total width of cut) 0 ft
14 vsm.r. 0 ft (depth below transllloi 0 ft
15 ::src,xx• 0 st (area above transition 0 sf
16 0.0 cy (total Nil volume) 0.0 cy
17 length of spHlwsy 0 ft (TOAL CY estimate) 2800 cy $13.00 $33,800.00
18 width of splits/ay • 0 ft (spillway stone tons) 0*cos $50.00 $0.00
31 silt fence inlet protection(BP) • .A •S3 $100.00
32 stone inlet protection(IP) 1i 55,400.00
33 outlet protection(OP)-re rio-ran.nleced. length •0 ft width 0 ft ..0 S0.00
34 channel(SCC,matted) length 0 ft width 0 ft $0.00
35 check dam [33-10] depth in channel 0 ft channel width 0 ft 0 , $0,00
36 construction entrance(CE) 0 • ea_ $0.00
37 wash rack 1 $2,000.00
38 paved construction entrance • 1 $3,500.00
39 rip-rap,placed(OP1) depth 1.5 ft length 24 ft
40 width,Ave. 20 (tons) 41.4 tons $60.00 $2.484.00
41 filter fabric(below riprap) width 24 length 25.0 66.66667 sy 33.10 $206.67
42 survey and layout(price per 0.1 mi.) was 6.38 traps and basins 1 $3.690.00
43 mobilization $500.00
44 stream crossing(computed independently) $0.00
cost sum $85,220.65
pw(mgnut $0.00
ESC_bond OTV block 27 WP0201500042 113015 contingency $8,522.07
)p r e..1 Cl n 3 , O Total 593• ,750
r -„ 1 3 . , 1
4-7
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! 031 iD
11/30/2015
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