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Ana Kilmer
From: Glenn Brooks
Sent: Monday, August 19, 2013 2:57 PM
To: Dave Brockman
Cc: Michael Koslow; Ana Kilmer
Subject: Old Trail Village Block 14
Attachments: OldTrailVillageBlockl4_SWM_bond_estimate_WPO201300021I9Aug2013.xls;
OldTrailVillageBlockl4_ESC_bond_estimate_WPO201300021 __I9Aug2013.xls
Attached are my recalculated bond estimates. These should account for the existing basin.
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*Noe -ftrie`
Project Name Old Trail Village Block 14
WPO file number: WP02013-00021
Erosion and Sediment Control Bond Estimate
revised 19Aug2013
Item Item No. Unit Unit Cost Cost
Number (installed)
1 stablization(PS,TS) 9.0 acres $5,000.00 $45,000.00
2 silt fence(SF) 1700.0 ft $5.00 88,500.00
3 safety fence(SAF) 650.0 ft $5.00 $3,250.00
4 diversion(00,FD,RWD) 1500 ft $13.00 $19,500.00
5 temporary slope drain(TSD) pipe length 0 ft pipe diameter 15 in $35.00 $0.00
7 temporary sediment basin(SB)
height of dam at toe 0 ft cut at dam 0 ft
height of dam at face 0 ft cut at high side 10 ft
length of dam 0 ft length of cut 180 ft
top width 0 ft width of cut 25 ft
(comp.fill vol) 0.0 cy (cut vol) 1500.0 cy $13.00
length of spillway 0 ft (cy est) 1500.0
width of spillway 0 ft (spillway stone Ions) 0 $50.00 $19,500.00
riser height 0 ft
riser diameter 0 in (riser unit price) $0.00
barrel length 0 ft (price of base) $200
barrel diameter 0 in (barrel unit price) $0.00
barrel collars 0 baffle length 70 ft $1,600.00
8 silt fence inlet protection(IP) 0 $100.00 $0.00
9 stone inlet protection(IP) 0 $200.00 $0.00
10 outlet protection(OP) length 15 ft width 10 ft 0 $875.00 $0.00
11 channel(SCC,matted)
A length 250 ft width 6 ft $1,950.00
B length 400 ft width 8 ft $4,160.00
C length 300 ft width 12 ft $4,680.00
D length 75 ft width 8 ft $780.00
D-E length 50 ft width 18 ft $1,170.00
E length 325 ft width 10 ft $4,225.00
F length 100 ft width 8 ft $1,040.00
G length 50 ft width 6 ft $390.00
H length 25 ft width 2 ft $65.00
12 check dam
A depth in channel 2 ft channel width 10 ft 2 $450.00 $900.00
B depth in channel 2 ft channel width 12 ft 4 8540.00 $2,160.00
C depth in channel 2 ft channel width 16 ft 3 $720.00 $2,180.00
D depth in channel 2 ft channel width 12 ft 4 $540.00 $2,160.00
D-E depth in channel 5 ft channel width 24 ft 1 $2,700.00 $2,700.00
E depth in channel 3 ft channel width 16 h 3 $1,080.00 $3,240.00
F depth in channel 3 ft channel width 16 ft 1 $1,080.00 $1,080.00
G depth in channel 3 ft channel width 16 ft 3 $1,080.00 $3,240.00
13 construction entrance(CE) 0 $2,000.00 $0.00
14 wash rack 1 $2,000.00 82,000.00
15 paved construction entrance 1 $2,000.00 $2,000.00
16 rip-rap,placed 0 $3,500.00 $0.00
depth 0 ft length 0.0 ft
width 0.0 (tons) 0 $60.00 $0.00
17 survey and layout(price per 0.1 mi.)
18 mobilization acres 9 traps and basins I $5,000.00
cost sum $142,450.00
4'' / C') �f" /'� proj mgmt $21,367.50
F contingency $16,381.75
1).._ z. I ' ! " Total $180,200 z,viD:L4)4r)
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C:\Users\akilmer\AppData\Local\Microsoft\Windows\Temporary Internet
Files\Content.Outlook\ZFEYBR7S\OldTrailVillageBlock14_ESC_bond_estimate_WP0201300021_19Aug2013.xls 8/19/2013
Old Trail Village Block 14
WPO file number:WP0201300021
Stormwater Management Plan Bond Estimate
revised 19Aug2013
Item Item No wit unit Cost gag
Number (installed)
1 site Gearing 0.0 each $0.00
2 permanent diversion or ditch 1500 ft $13.00 $19,500.00
3 standard manhole frame lop(not inlet) 0 ea $500.00 $0.00
4 manhole structure(per ft.rise) 0 ft $450.00 $0.00
5 pipe,rcp,cmp(15 to 48') 24.0 in d 0 ES-1,2 1 EC-1 0.0 ft 050.0D $500.00
6 aggregate base or drainage stone 27.0 in d 540.0 ft L 1.5 ft W 135.0 ton $35.00 $4,725.00
7 basin finish grading 020,000.00
8 trees 45 ea $150.00 $8,750.00
9 shrubs 49 ea $50.00 $2,450.00
10 seedlings 124 ea $5.00 $820.00
11 pvc underdrain(LF) 540 ft $5.00 $2,700.00
12 bio0her soli mix(CY) 558 cy $38.00 $21,111.11
13 trash rack(different from E8S) 1 ft $1,500.00 51,500.00
14 maintenance access road(LF) 240 ft $50.00 $12,000.00
15 rip-rap,placed depth 2 ft length 30.0 ft
entry channel width 12.0 8 (tons) 54 $80.00 $3,240.00
rip-rap,placed depth 5 ft length 3.0 ft
Class III berm width 30.0 (tons) 33.75 980.00 $2,025.00
rip-rap,placed depth 2.75 ft length 28.0 8
Class Al internal 40'weir width 52.5 (tons) 303.188 $80.00 $18,191.25
rip-rap,placed depth 2.75 ft length -28.0 ft
Class Al internal 40'weir notch width 42.8 (tons) -248.88 $80.00 ($14,812.88)
16 survey and layout(price per 0.1 mi.) acres basins 1 $500.00
17 mobilization
$500.00
18 as-buih drawings(per facility) 1 ea $2,000.00 $2,000.00
19 materials testing(per facility) 1 ea $2,000.00 $2,000.00
20 compaction testing(per dam)
1 ea $5,000.00 $5,000.00
cost sum $110,499.49
proj mgmt $18,574.92'...
contingency $12,707.44:
Total $139,790
C:\Users\akilmer\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\ZF'EYBR7S\OldTrailVillageBlock14_SWM_bond_estimate WPO201300021_19AugnaMift0
Interval Use Only /�J✓ A j
Date Received: Fee Paid: '"
Received 6y: I'i '�1� �
Intake: Forward to Management Analyst
BOND ESTIMATE REQUEST
APPROVED PROJECT PLAN TITLE: (Title on the approve plan from which the estimate will be prepared.)
OLD 'T,A 1 L_ V 1 LLA-(,c-' --T. L..0 CV 14- .-r66ZrntAJ;4 ; a-z ,
yvl Pt A-GE ► � pc t,J pc) Zol3-°0° z 1
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: 55c:- L-4tOWNER'S t I U 10; /fro 0„�-1-,,� zr-'-1. L1--C-
SIGNATURE: ',( 1,' / date:7/ZZ i 3
TAX MAPs/PARCELs: L5-D- .1(i OWNER'S I : A-<2t j+3-,-,, -- ,.7e r`lt i, L L. L
SIGNATURE: .l // date:7 Z O i3
- w
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
rosion&Sediment Control per Water Protection Ordinance section 17-207
Stounwater Management per Water Protection Ordinance section 17-306
D 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 6 ( p 1,- --c--(L R.,)j Q.L.rev ET , Loa\ 4 7311-1-0 JZOG 4 0r4 8u S 1-I, c eiAA,
OR REGULAR MAIL ADDRESS:
Revised 11'1'2011