Old Town-CS100129Page 1 of 2
Keith Marvin -Old Town - Utility Plan and Cost Estimate
From: Caleb Thornhill <bct @freese.com>
To: Keith Marvin <KMARVIN @ci.coppell.tx.us>
Date: 1/29/2010 12:31 PM
Subject: Old Town - Utility Plan and Cost Estimate
Attachments: 012810 EXHIBIT_reduced.pdf; Old Town OPCC.Pdf; Earth Balance
Coppell.pdf
Keith,
Sorry again about today. I left you a message. I've wrenched my back something fierce. It's started last Sunday
while cleaning out the garage and now just pops up out of the blue. I look like the hunch back walking around.
I'm going to run to the Dr. and see if I can get some sort of muscle relaxer.
Bethel:
• I've posted the Bethel Plans on our FTP site. I'll plan on coming out there early next week, but this will
give you some time to review. There are a couple of clean up items, but barring any major comments
should be able to sign them next Friday. Here are the instructions on how to get to the files:
1. Click on Start, and open My Computer.
2. Copy and paste the following line in the white area next to Address:
ftp://fnguest:anonymous
3. Press Enter, and wait for the window to finish loading.
4. Double -click on the "OUTGOING" folder.
5. Double -click on the folder used by the Freese and Nichols employee to store their files. " \City of
Coppell \Bethel Road Phase 2"
6. Click- and -drag or copy the files /folders you wish to retrieve, and place /paste them wherever you'd like on
your local machine (i.e. your Desktop).
• 1 talked with our Construction Services about the bridge incentive. The suggest was to modify the
"Time Bid ". Have a B.1 (overall time) and a B.2 (bridge time). We would have to define the bridge
calendar days. The only concern is providing incentive to complete a major structure. We don't want to
sacrifice quality. Call my cell phone and we can discuss your thoughts.
Coppell:
• Structures is looking at the headwall detail and the plan and profile for Culvert B. He's supposed to get
back with me 1 St thing Monday or Tuesday.
• I've attached a memo for the earth work calculations. Let me know if it's enough detail and provides
you enough information. If not, an alternative would be to cut some cross sections every 100 ft and get
an average end -area rough calc.
Old Town:
I've attached the cost estimate and the Utility Plan layout. Please review both and let me know if you have any
questions. If there aren't any major concerns, I can get a revised scope and fee to you first thing next week.
file: HC: \Documents and Settings \radloo \Local Settings\ Temp \XPgrpwise \4B62D50ACity_... 2/25/2010
Page 2 of 2
Sorry again about today. Call me on my cell if you want to discuss: 214 -952 -9562. Get me before I get on the
muscle relaxers.
B. Caleb Thornhill, P.E.
Freese and Nichols, Inc.
1701 N. Market St., Suite 500
Dallas, Texas 75202
w Main - 214- 217 -2200
s Direct - 214- 217 -2282
s Fax - 214- 920 -2565
® Email: bct _,freese.com
This electronic mail message is intended exclusively for the individual or entity to which it is addressed. This
message, together with any attachment, may contain the sender's organization's confidential and privileged
information. The recipient is hereby notified to treat the information as confidential and privileged and to not
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file: HC: \Documents and Settings \radloo \Local Settings\ Temp \XPgrpwise \4B62D50ACity_... 2/25/2010
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LEGEND
CITY OFCOPPELL, TEXAS
■
PROPOSED PAVEMENT
FREESE
rNMICHOLS
PROPOSED SIDEWALK
z
11
OLD TOWN COPPELL - MAIN STREET
0 70' 14 0 ,a " ,' i 's1i II
INFRASTRUCTUREINWROVEMENTS
PROPOSED WATERLINE
e (2 2vz- 2211
(1974 LF 8 ", 1291 LF 10 ")
SCALE IN FEET
DATE
— 282010
PROPOSED SEWER LINE
(2352 LF 8 ")
Main Street @ Old Town Coppell Estimate
(Updated 12128109)
Paving Improvements
Unit
Quantity
Unit Price
Total
8" Continuous Reinf. Concrete Pavement
SY
8,736
$35.00
$305,760.00
8" Continuous Reinf. Stamped Concrete Pavement
SY
302
$105.00
$31,710.00
Remove and Dispose of Exisiting Asphalt Bethel
SY
1,544
$6.00
$9,264.00
8" Lime Stabilized Sub grade
SY
9,600
$3.00
$28,800.00
On- Street Parking
SY
1 6,160
$29.00
$178,640.00
Median Nose
EA
4
$1,200.00
$4,800.00
Monolithic Curb as part of Median Structures
LF
200
$25.00
$5,000.00
Lime (Hydrated)
TON
160
$135.00
$21,600.00
Temporary Pavement for Traffic Control 2" HMAC, 6" Agg. Base
SY
1,000
$135.00
$135,000.00
Traffic Signs
EA
15
$410.00
$6,150.00
Pavement Markings
LF
8,500
$1.25
$10,625.00
Concrete Sidewalk
SF
1 32,725
4.20
$137,445.00
Solid Pavement Markings
LF
240
$4.00
$960.00
Handicap Symbols
EA
10
$150.00
$1,500.00
Parking Space Striping
LF
5,700
1 0.60
$3,420.00
Intersection Si nalization Bethel Rd & Main St.
LS
1
150,000.00
$150,000.00
Drainage Improvements
Unit
Quantity
Unit Price
Total
18" RCP
LF
140
$40.00
$5,600.00
24" RCP
LF
560
$45.00
$25,200.00
30 "RCP
LF
175
$55.00
$9,625.00
36 RCP
LF
630
$65.00
$40,950.00
Trench Safety
LF
1,505
$1.25
$1,881.25
10' Curb inlet
EA
9
$2,500.00
$22,500.00
15' Curb inlet
EA
2
$3,500.00
$7,000.00
4' SDMH
EA
2
$4,000.00
$8,000.00
30" Headwall
EA
1
$3,500.00
$3,500.00
Rock Rip Rap
SY
12
$80.00
$960.00
Drainage Grading Improvements
LS
1
$50,000.00
$50,000.00
Utility Improvements
Unit
Quantity
Unit Price
Total
10" PVC C -900
LF
1,291
$35.00
$45,185.00
8" PVC C -900
LF
1,974
$30.00
$59,220.00
8" Gate Valve C -900
EA
6
$500.00
$3,000.00
Fire Hydrant
EA
12
$3,000.00
$36,000.00
16 "x10" TS &V
EA
2
$5,000.00
$10,000.00
16 "x8" TS &V
EA
1
$4,800.00
$4,800.00
10"x8" TS &V
EA
2
$4,500.00
$9,000.00
8 "x6" TS &V
EA
2
$4,000.00
$8,000.00
Fittings & Bends
TN
2
$2,500.00
$5,000.00
8" PVC SDR -35
LF
2,382
$40.00
$95,280.00
Manholes
EA
12
$3,500.00
$42,000.00
Trench Safety
LF
5,647
$1.25
$7,058.75
Streetsca a Improvements
Unit
Quantity
Unit Price
Total
Landscape Planting 3" Cal, 8' HT, 5' S read
EA
51
$1,984.00
$101,184.00
Landscape Planting Shrubs, etc
EA
77
$600.00
$46,200.00
Planters
EA
40
$800.00
$32,000.00
Irrigation System
LS
1
$35,000.00
$35,000.00
Street Lighting Assemble
EA
40
$3,000.00
$120,000.00
Street Lighting Foundation
EA
40
$750.00
$30,000.00
2" PVC Electrical Conduit
LF
2,398
$8.89
$21,306.95
Total
$1,916,124.95
20% Contin enc
$383,224.99
Project Total=
$2,299,349.94