SS9901-SP040723Turner Collie _ Braden inc. TRANSMITTAL
To~
From:
Date:
Job No.:
Subject:
See Distribution
Erika K. Cooper, P.E. TCB
July 23 2004
052 131124.0001 04000.A123 (2.1)
Deforest and Sandy Lake Wastewater Lift Stations and Force Main Improvements
Force Main Lines A&B
Shop Drawing Review Comments
Submittal No. 3
TCB has the following comments on this submittal:
Description Status Comment
New HDPE Driller No Exceptions Taken Directional drilling subcontractor appears to
Experience Record have limited experience working with
HDPE piping of the size specified for this
project. Installation of the HDPE piping in
accordance with plans and specifications is
the responsibility of the Contractor. In
addition, the conditions provided in the
response to RFI No. lA (see attached) also
apply to the new directional drilling
subcontractor.
D.I. Pipe* Submit Specified Item
When you re-submit the shop drawings, please address all comments and submit six (6) copies to this
office. Comments noted with an asterisk (*) above were noted in our previous review but not
addressed in this submittal.
Attachments: Response to RFI No. lA
Distribution:
IX] 2 copies of submittal to the City
IX] 3 copies of submittal to S.J. Louis Construction of Texas
IX] 1 copy of submittal to TCB file
[ ] Other
Re: DeForest and Sandy Lake Wastewater Lift Stations and Force Main Improvements
Force Main Line A&B RFI No. lA
Response Date: July 01, 2004
TCB Project no. 052.131124.0001.04000.A 123
This RFI response includes the following: · Conversion of three locations to horizontal directional drilling (HDD), and
· Downsizing of bored steel casing diameter.
Horizontal Directional Drilling
It is TCB's opinion the request for the proposed alternate construction method of HDPE by
directional drilling for the three sections is technically acceptable provided the following conditions
are met:
· This proposed alternate construction method results in no additional contract time or cost
to the Owner.
· The Contractor shall prepare proposed plans showing the horizontal and vertical
alignments for these three sections. These shall be in the form of marks on the plans.
Clearly show where the DIP transitions to HDPE. Show thrust anchors at each end of the
HDPE. These plans shall be reviewed with TCB and the City's Inspector prior to
beginning directional drilling. Required clearance of the new force main below existing
utilities shall be i0 feet desired, 8 feet minimum. The pipe manufacturer's recommended
minimum bend radius for the 20-inch DR 17 HDPE piping is 27 times the pipe outside
diameter for piping and 100 times the pipe outside diameter at flange adapters. These
minimum radii shall be maintained at all times. Air release valve must be provided at all
high points.
· Once directional drilling ora section is complete, the Contractor shall provide as-built
data for the actual horizontal and vertical alignments installed. This data shall be in the
form of marks on the plans. TCB will use these marks in drafting "record drawing" plans
for the City at the completion of the project. Survey data (coordinates and bearings) will
be required.
· TCB has not reviewed the experience, qualifications, or equipment of the proposed
horizontal drilling sub-contractor.
Downsizing of Bored Steel Casing Diameter
TCB has no objection to downsizing of the bored steel casing diameter as proposed by the
Contractor, with the understanding that the Contractor assumes full responsibility for the more
difficult installation in smaller casing.
The total amount of the savings, as calculated by S.J. Louis, is $13,420. The proposed split of half of
the total savings to the City and half to S.J. Louis is acceptable.
If you have any further questions, please feel free to contact George Cisneros at 972-735-3074.
CC;
Rick O'Dell, Project Inspector - City of Coppell
Greg Hooten TCB
Erika Cooper - TCB
J Louis Construction of Texas, Ltd.
P.O. Box 834
Mansfield, Texas 76063
(817) 477-0320 Office (817) 477-0552 Fax
TO: Turner Collie & Braden, Inc.
17300 Dallas Parkway, Suite 1010
Dallas, Texas 75248
972-735-3000
LETTER OF TRANSMITTAL
Date: May 10, 2004
Attn: Ted B. Sugg
Deforest Rd. Lift Station Improvements
RE: Force Main Lines A & B
IProject No. SS 99-01
WE ARE SENDING YOU:
[] ATTACH ED
[] SHOP DRAWINGS
[] LETTER
F~SUBMI~-ALS
[] PRINTS
[] PLANS
[] CHANGE ORDER
[] SPECIFICATIONS
THE FOLLOWING ITEMS:
[]SAMPLES
[]OTHER
COPIES DATE NO. DESCRIPTION
6 5/10/04 007 Submittal Data for:
HDPE Pipe & Fittings
HDPE Fusion Welder Qualifications
HDPE Driller Experience Record
THESE ARE TRANSMI'FrED AS CHECKED BELOW:
[]FOR APPROVAL []APPROVED AS SUBMITTED
[-]FOR YOUR USE []APPROVED AS NOTED
r-'"~RESUBMIT
F~SUBMIT
COPIES FOR APPROVAL
COPIES FOR DISTRIB.
[] AS REQUESTED
[] FOR REVIEW AND
COMMENT
REMARKS:
[] RETURN FOR CORRECTIONSr--] RETURN
CORRECTED PRINTS
E]OTHER
JOB# 14016 DATE 5/10/04
· - SDM
~ SDM 5/10/04
Mailed 5/10/04
COPIED
~'fu~l Montoya / /
~Project Coordinator
S.J. LOUIS CONSTRUCTION OF TEXAS LTD.
520 South 6th Ave., P.O. Box 834 817/477-0320 office · 817/477Z)552 Fax
Mansfield, Texas 76063 Equal Opportunity Employer / Contractor
May 10, 2004
Turner Collie & Braden, Inc.
17300 Dallas Parkway, Suite 1010
Dallas, Texas 75248
Attn: Ted B. Sugg, P.E.
Re:
Deforest Road Lift Station Improvements
Force Main Lines A & B
Project No. SS 99-01
Attached is Submittal Data for:
HDPE Pipe & Fittings
HDPE Fusion Welder Qualifications
HDPE Driller Experience Record
These materials and specialized personnel are proposed for use on the above referenced
project.
Please call me at 817-477-0320 if you have any questions, or require additional
information
Sincerely,
S. J. LOUIS CONSTRUCTION OF TEXAS LTD., LLP
Certification Statement:
By this submittal, I hereby represent that I have determined and verified all field
measurements, field construction criteria, materials, dimensions, catalog numbers and
similar data affecting this submittal and I have checked and coordinated this submittal with
other applicable approved submittals and Contract requirements."
Typical Specification for HDPE EHMW
PE3408 Pipe and Fittings for Potable Water
Distribution and Transmission
PolyPipe®
1.0
~MATERIAL S
1.1 The pipe and fittings shall be made Extra High MoIecular Weight (EHMW) high-density polyethylene with a
standard thermoplastic material designation code of PE3408 and having a cell classification of 345464C per ASTM
D3350.
1.2
1.3
Materials used to manufacture pipe and fittings shall be listed under the Manufacturer's name in the Plastics Pipe
Institute (PPI) TR4, "PPI Listing of Hydrostatic Design Basis (HDB), Strength Design Basis (SDB), Pressure
Design Basis (PDB) and Minimum Required Strength (MRS) Ratings for Thermoplastic Piping Materials or Pipe."
The Manufacturer shall supply a product with a standard grade HDB rating of 1600 psi (minimum) at 73°F and 800
psi (minimum) for 140°F. Upon request, the Manufacturer shall supply certification that the materials used to
manufacture the pipe and fittings meet the above requirements.
All materials, which come in contact with water, including lubricants, shall be evaluated, tested and certified for
conformance with ANSI/NSF Standard 61.
1.4 The materials shall meet the following nominal physical property requirements:
PROPERTY TEST METHOD(D NOMINAL VALUE
Material Designation
Cell Classification
Density, Natural
Density, Black
Melt Index / 190°C/2.16 kg)
Flow Rate (t909021.6 kgj
Tensile Strength ~ Ultimate
Tensile Strength (~ Yield
Ultimate Elongation
Flexural Modulus, 2% Secant
Environmental Stress Crack Resistance (ESCR)
Fo, Condition C
PENT
Brittleness Temperature
Hardness, shore D
Vicat Softening Temperature
Izod Impact Strength, Notched
Modulus of Elasticity (short term)
Modulus of Elasticity (long term)
Thermal Expansion Coefficient
Average Molecular Weight
PPI Hydrostatic Design Basis:
As listed in PPI TR-4)
PPI/ASTM PE3408
D3350 345464C
D 1505 0.946 gnvcc
D 1505 0.955
D1238 0.07 gm/10min
D1238 8.5 gngl0 min
D638 5.000 ps!
D638 3,500 psi
D63g >800%
D790 I36,000 ps1
D 1693 >10,000 hrs.
F1473 ~i00 hr§
D746 <-180°F
D2240
D1525 255°E
D256
D638 125,000 psi
D638 30,000psi
D696 1.0 x 10-4 in/in/°F
GPC 3330 000
1,600 psi ~ 73.4°F
D2837 800 psi ~ 140°F
Test procedures are ASTM unless otherwise specified. (PPI = Plastics Pipe Institute, and GPC = Gel
Permeation Chromatography.)
Spec 7
09/03
2.0 POLYETHYLENE PIPE AND FITTINGS
2.1
Pipe and tubing furnished under this specification shall be manufactured from compounds in compliance with
Section 1.0 above. The dimensional and performance characteristics shall conform to the requirements of the most
current version of AWWA C-901 (1/2" through 3") or C-906 (4" through 63"). Each lot of material shall be tested
for melt index, density and % carbon. Upon request, the Manufacturer shall furnish test data.
2.2
Polyethylene fabricated fittings shall be manufactured from polyethylene pipe, sheet stock or molded fittings
meeting the material requirements of this specification and all appropriate requirements of AWWA C-901 or
AW'WA C-906.
2.3
Pipe shall be pressure rated using the certified HDB from Section 1.2 and shall be determined in accordance with
the following formula:
2.S
P = . DF
DR - 1
DR =
p =
S -
D -
DF =
Dimension Ratio = D/t
Internal pressure, psi
Long tem~ hydrostatic strength, psi (1,600)
Actual outside diameter, inches
Minimum wall thickness, inches
Design Factor, dimensionless (0.5 for water ~ 73.4°F)
The Pressure Class (PC) of the polyethylene pipe and fittings shall be specified on the basis of the Working
Pressure Rating (WPR) of the water system as defined in AWWA C-906. For operating temperatures that do not
exceed 80°F (27°C), the WPR shall be the lesser of the following:
(a) WPR = PC
(b) WPR = 1.5PC - RS
(c) WPR= 2.0PC OS
Recurring pressure surges (RS) are those that occur frequently and are inherent in the design and operation of the
system such as normal pump starmp or shutdown and normal valve opening and closing. Occasional pressure
surges (OS) am those that occur infrequently and are usually the result of a malfunction such as pump seize-up,
valve stem or pressure relief valve failure.
2.4
The pipe's DR and WPR shall be as specified by the project design engineer. The WPR as determined above must
be equal to or greater than the working pressure of the system.
Polyethylene fittings, including custom fabrications, shall have the same internal pressure rating as the mating pipe.
At the point of fusion, the wall thickness and outside diameter of the fitting shall be in accordance with AWWA C-
901 or AWWA C-906 for the same pipe size.
2.5
The Manufacturer shall have written specifications for all standard fabricated fittings, which establishes Quality
Control criteria and tolerances. The Manufacturer may be required to demonstrate the ability to manufacture
product per this specification.
2.6 The Manufacturer's Quality system shall be certified to be in accordance with I$O 9001:2000.
Spec 7
09/03
3.0 JOINING
4.0
5.0
6.0
3.1 HEAT FUSION
3.1.1
Pipe and fittings shall be joined by one of the following types of thermal fusion per the Manufacturer's
recommended procedures: Butt fusion, Saddle fusion or Socket fusion.
3.1.2
Upon request, the Manufacturer shall provide fusion training by authorized personnel or an authorized
representative. The Contractor shall be responsible for ensuring that personnel have received proper
training per the Manufacturer's recommended procedure. Records of training shall be maintained by the
Contractor and should not exceed 12 months from date of construction.
3.1.3 Butt fusions performed between pipe ends or pipe ends and fitting outlets shall be within the following
allowable wall mismatches:
a. 2 DR difference for pipe and fitting diameters 6'iPS and smaller.
b. 1 DR difference for above 6" through 18",
c. No difference for diameters above 18".
The difference in DR's is determined from the following DR values: 7.3, 9, 11, 13.5, 17, 21, 26 and 32.5.
3.2 OTHER METHODS OF JOINING
3.2.1
Polyethylene pipe and fittings may be joined together or to other materials through the use of electrofusion
fittings, flange adapters with back-up rings, mechanical couplings designed for connecting polyethylene
pipe and fittings to itself or to another material, or MJ adapters. The Manufacturer of the joining device
shall be consulted for proper installation procedures.
MARKING
4.1
4.2
Pipe and tubing shall be permanently marked in accordance with all applicable standards per this specification.
Marking shall be heat stamped indent print and shall remain legible under normal handling and installation
practices.
Fittings shall be marked on the body or hub. Marking shall be in accordance with the applicable standard
depending upon the fitting type. Mechanical fittings shall be marked with size, body material designation code,
pressure rating and the Manufacturer's name or trademark.
WORKMANSHIP
5.1
Pipe, tubing and fittings shall be homogenous throughout, and free of visible cracks, holes, foreign inclusions,
blisters, dents or other injurious defects. The pipe, tubing and fittings shall be as uniform as commercially
practicable in color, opacily, density and other physical properties.
TESTING
6.1
The Contractor shall be responsible for field set-up and performance of the fusion equipment and the fusion
procedure used by the operator. Upon request, the Contractor shall verify the fusion quality by making and testing
per the Manufacturer's recommended qualification procedure. The Contractor shall be responsible for the necessary
adjustments to the set-up, equipment, operation and fusion procedure. Fusions that fail the qualification procedure
shall be remade.
Spec 7
09/03
7.0
8.0
6.2 Hydrostatic testing shall be conducted in accordance with the Manufacturer's recommended testing procedures.
6.3 Low pressure pneumatic testing may be conducted on gravity sewer lines in accordance with ASTM F1417. Other
methods of pneumatic testing are not recommended.
THIRD PARTY CERTIFICATION
7.1 The performance requirements of the pipe and fittings shall comply with the most current version of AWWA C-901
or AWWA C-906. The Manufacturer shall be listed with NSF-61 certification and include the third party
certification within the printline of the product.
APPROVED MANUFACTURERS
8.1 The pipe and fittings shall be PolyPipe~ EHMW, or approved equal.
Rinker MaterialsTM PolyPipe®
P.O.Box 390
Gainesville, TX 76241-0390
www. rinkerpolypipe.com
(940) 665-1721, (800) 433-5632
Fax: (940) 668-8612
Sales Fax: (940) 668-2704
Spec 7
09/03
HDPE EHMW PE3408 Pipe
High Density Polyethylene, Extra High Molecular Weight PolyPipe® can be
manufactured in accordance with one or more of the following standards:
ASTM D2513 - D3035 - F714 -API 15LE and/or AWWA C901/C906
Meets NSF Standard 61 for potable water and is approved for Factory Mutual
class 150 and class 200. Other dimensional standards or custom requirements
are available.
PoiyPipe®
TYPICAL PHYSICAL PROPEi%TIES
PROPERTY ?E~[2.,x. !~?H QI2
Density Natural D 1505
Density Black D1505
Melt Index (190°C/2.16 kg) D 1238
Flow Rate (190°C/21.6 kg) D1238
%nsile S~ength ~ Ultimate D638
Tensile S~ength ~ Yield D638
Ultimate Elongation D638
Flexural Modulus D790
2% Secant
Environmental Stress Crack Resistance (ESCR)
F0, Condition C D1693
PENT F1473
Brittleness Temperature D746
H~dness, Shorn D D2240
Vicar Softening Temperature D1525
Izod Impact S~eng~ (Notched) D256
Volume Resisfivi~ D991
The~ Expansion Coefficient D696
NOMINAl VAI.A t:!S
St.[? I'[S
0.946 gm/cc --
0.955 gm/cc --
0.07 g~10 min. --
8.5 g~10 min. --
34.5 MPa 5,000 psi
24.1 ~a 3,500 psi
>8~% >800%
938 MPa 136,000 psi
>10,000 hrs. >10,000 hrs.
MOO hrs. >100 hrs.
<-117°C <-180°F
64 64
124°C 255°F
0.37 KJ/m 7 ft - lbf/in
>10~5 ohm-cm --
2x10-4 cm/crn/°C 1.0xl04 in/in/°F
CFI I. CLASSIFICATION: D3350
MAI'ERIAL CLASSIFICATION: D 1248
PPI HYDROSTATIC DESIGN BASIS:
(As listed in PPI TR-4)
D2837
345464C Grade PE34
Type m Class C
Category 5
11.0 MPa @ 23°C 1,600 psi @ 73.4°F
5.5 MPa @ 60°C 800 psi @ 140°F
*Nominal values are intended to be guides only, and not as specification limit.
Rinker MaterialsTM
PolyPipe Division
2706 N. 1-35 (76240)
EO. Box 390
Gainesville, Texas 76241-0390
(940) 665-1721, (800) 433-5632
Fax (940) 668-8612
Sales Fax (940) 668-2704
www.rinkerpolypipe.com
B-1002
Rev. 06/03
~o ~.
Ma~' 10 2004 9:13RM ISCO IMDUSTRIES 281 28G 8~00 p.2
01-19-2~04 Ig:10 F~0}J-ltlflKER ~TERIAL$ ?0LYPI~E g406898GI2 T-OTB P. aoz/003 F-42O
CSR PolyPipeTM
Laboratory Test Request Report "]
Type of Te,t; iH~'~lrostatic Test ,'r"AS~M R3 1.3. Sec' 'A328'2'5(C}
Pu~ose: O arators eond]~9~cat[on under
[A~ ~3~.3 Se~ ~3Z8,2.5
Ine Ieak~e or ~p~s~n of ~,ints
~ree I ~' IPS pi~e sam~es with ~alO
Ir=m~ 7.10.ga
Dam-' o,4-Dec-O0
Na~ I0 200~, 10: I~IRH ISCO I~DUSTRIES
281 288 8~00
Maw,10 2004 9:lgRM ISCO IMDUSTRIES 2Bi 286 B600 p.9
FROM ~OE MCELREATH, INC
P.O, B~X 109°~
Gamsville. Texas 76Z~1-109~
8oo, m65
~[FIC[: 9~0fi58 ~ FAX: 9~0.0~8.88Z8
wwwjoemdirecCienaLcom
(MON) 5 10'04 12:11/ST 12:11/N0. 3760830955 P 2
MAY I0, 2004
S.,J. LEWIS CONSTRUCTION OF TEXAS LTD, LLP
P.O. BOX 834
MANSFIELD, TEXAS 76063
ATTN: SAM
817/47%0552 FAX
817/477-0320 OFF.
LIST OF JOBS PERFORMED IN THE PAST 5 YEARS:
MURRAY CONSTRUCTION COIvEPANY - 720 FEET OF 24" POLY PIPE ON 1.00%
MURRAY CONSTRUCTION COMPANY - 1 I0 FEET OF 54" STEEL CASING
ATTN: BILL RICHARDSON 972/436-4566
2004
2003
LAUGHLIN-THYSSEN, INC. 200 FEET OF 30" STEEL CASING
TAMMY MAKCONTELL 713/675-6866
2002
CHEROKEE TEL-DESIGN 357 FEET OF 18" STEEL CASING
DOUG SCOTT 580/362-2275
ROSS DIRECTIONAL DRILLING CO.-720 FEET OF I0" STEEL CASING
STEVE ROSS 972/418-1899
1999
2000
FROM ~OE MCELREATH, INC
P.O. I]ox 1099
Gainesville, Texas 75Z~l-109q
600.6601'165
OFFIC[: 9H0.658.6~ F~X:
wwwjoemdirecLional,com
WE ARE AN OWNER/OPERATED COMPANY DEDICATED TO PROVIDING THE
BEST DIRECTIONAL DRILLING SERVICE AVAILABLE. WE HAVE 4.._Q YEARS OF
COMBINED EXPERIENCE IN THE INDUSTRY.
3OE MCELREATH-PRESIDENT
3EAN MCELREATH-VICE PRESIDENT
940-736-0772 CELL
800-660-1165 OFF.
3OHN HUGHES-SUPRINTENDENT
ERNESTO SANCHEZ-ENGINEER
DALE REED-FOREMAN
4 QUALIFIED WELDERS
940-736-6672 CELL
580-276-7773 CELL
940-736-6713 CELL
BORING EQUIPMENT:
BARBCO 48/750 SPLIT BORING MACHINE (AUGERING MACHINE)
2-VERMEER 50Xl00A'S W/].500 FEET OF DRILL STEM, UP TO 30" REAMERS.
24X40A VERMEER W/1000 FEET OF DRILL STEM.
AMERICAN AUGER MCM 2000 MUD CLEANING SYSTEM.
2-TRAILER MOUNTED 2000 GALLON MUD MIXING SYSTEMS.
VERMEER 7Xll W/400 FEET OF DRILL STEM.
2-VAC-TRON 800 GALLON, DIESEL, POTHOLING MACHINE AND SLURRY
CLEAN-UP.
1-5 TON TANDEM AXLE HAUL TRUCK.
1-3 TON SINGLE AXLE HAUL TRUCK.
2-FORD F-550 HAUL AND CREW TRUCKS.
2-FORD F-350 CREW TRUCKS.
3-FORD F-450 HAUL TRUCKS W/WELDING UNITS.
1-FORD F-250 CREW TRUCK.
3-416C CATERPILLAR BACKHOES.
2-MUD MOTORS.
1-COMPLETE WIRE LINE SET-UP ie DEEP DEPTHS AND RIVER CROSSINGS
TyPE OF WORK INCLUDES:
HORIZONTAL DIRECTIONAL BORING.
AUGER BORING, FROM 2" TO 60".
FROM JOE MCELREATH, INC (MON) 5. 10' 04 12:12/ST. 12:11/NO. 3760830955 P 4
P.U. Box 1099
Gainesville, Texas 7§;~q{-lDgq
900.660.~165
(3[flC£: §q[~.6§86511 FAX:
ww W,igem~iirecCienai.cDm
WORK LOCATIONS:
Wt-IERE WE ARE NEEDED.
REFERENCES:
BN/SF RAILROAD
U.P. RAILROAD
B & H MAINTENANCE
ISBELL CONSTRUCTION CO.
J & V COMMUNICATIONS
SHATZ UNDERGROUND CABLE
SHATZ UNDERGROUND
DWAYNE TIFFIN
GENE LANTRiP
JERRY KNIGHT
ALLEN ISBELL
RANDY BROWN
JIM BENNETT
RYAN GILBERT
81%296-8042 CELL
214-912-2526 CELL
800-782-5901 OFF.
800-622-6383 OFF.
214-707-4022 CELL
314-974-3153 CELL
314-406-9648 CELL
TRADE REFERENCES:
TESMEC USA, INC
S & S PIPE & SUPPLY, INC
S & J OIL COMPANY, INC
VERMEER EQUIPMENT OF TEXAS
KLEMENT FORD OF MUENSTER
ILEGGIE DENNY
RICKY SPRIGGS
RONNIE HERR
MARK KRUEGER
KARL KLEMENT
800-851-5102 OFF.
800421-6118 OFF.
940-665-9512 OFF.
800-556-5111 OFF.
800-772-8928 OFF.
s.J. LOUIS CONSTRUCTION OF TEXAS LTD.
520 South 6th Ave., P.O. Box 834
Mansfield, Texas 76063
817/477-0320 Office · 817/477-0552 Fax
Equal Opportunity Employer / Contractor
July 22, 2004
Turner, Collie & Braden, Inc.
17300 Dallas Parkway, Suite 1010
Dallas, Texas 75248
Attn: Erika Cooper, P.E.
Re:
Deforest Road Lift Station Improvements - Force Main Lines "A" & "B"
Project No. SSo99-01
City of Coppell, Texas
Shop Drawing No. 7 Alternate - New HDPE Driller Experience Record
Enclosed is the experience record of the new HDPE driller we are proposing to use on the
above referenced project.
If you have any questions, or require any additional information please do not hesitate to
call.
Sincerely,
S.J. LOUIS CONSTRUCTION OF TEXAS LTD.
Adam Lunsford
Project Coordinator
Certification Statement:
By this submittal, I hereby represent that I have determined and verified all field
measurements, field construction criteria, materials, dimensions, catalog
numbers and similar data affecting this submittal and I have checked and
coordinated this submittal with other applicable approved submittals and Contract
requirements."
CITY OF COPPELL
DEFOREST ROAD LIFT STATION IMPROVEMENTS - LiNE A & B
Transmittal No./Submittal No. 007 Alternate Date 7/22/04
Consulting Engineer: Turner Collie & Braden Inc.
Contractor: S.J. Louis Construction of Texas Ltd.
Description of Item: New HDPE Driller Experience Record
Manufacturer: Rinker Materials
Supplier: N/A
Subcontractor (if applicable): Arnold Construction/Parker Lane Directional Drilling
Exceptions to Contract Documents:(¥es) or CNo) None
If yes, list on separate sheet with reasons)
Comments:
S.J. Louis Construction of Texas
P.O. Box 834
Mansfield, Texas 76063
Contractor has reviewed submittal and
determined it to be in compliance with
the contract documents
Date:
CONTRACTOR'S REVIEW STAMP ENGINEER'S REVIEW STAMP
P RKER LANE
Parker Lane LLC Credentials
Parker Lane provides turnkey conduit projects and custom directional bores up to 36"
diameter, Brent Lane and Steve Parker created Parker Lane LLC in 1997. Brent and
Steve have been in underground utility construction since 1994, and directional drilling
s~ce 1995. We look forward to a strong working relationship with the City of Coppell and
h-~ve outlined below a list of crew members for the job in addition to listing previous and
upcoming custom bore projects for your information.
Coppell proposed crew members
Brent Lane
Owner: On job site in charge of directional guidance
Edward Vidales
Directional Operator: Operator since 1996, Parker Lane employee since 1998
Larry Dunham
Heavy equipment operator: Operator since 1996, Parker Lane employee since
1999
Additional Labor employees as needed
Recent Custom Bore Proiects for Steel or Large Diameter Pipe.
Mastec
April 2004
18" poly gravity sewer for City of Conroe, TX
Bore Length: 750'
September- November 2003
12" steel for TxDOT in Dallas, TX
5 bores in the 500'-700' range
April-May 2003
6" steel & 2 - 4" steel package for Houston Toll Road Authority in Houston, TX
Bore Lengths: 1490', 1200', 1150', 750', 720', and several in the 100' range
Depths in excess of 75', most in the 30'-45' range
- S & J Electric
July 2004
14" steel for TxDOT in San Antonio, TX
Bore Length: 650'
P.O. Box 609 · Euless, TX 76039 · (817) 318-7770 * Fax (817) 318-7772
Recent Custom Bore Preiects cont.
May 2004
36" steel water for City of Bartonville, TX
Bore Length: 125'
January 2004
36" steel sewer for City of Crowley, TX
Bore Length: 150'
November 2003
24" steel water for City of Bartonvilie, TX
Bore Lengths: 275', and few in the 100' range
August- September 2003
14" steel 3/8" wall TxDOT in San Antonio, TX
Bore Lengths: 1075', and 3 in the 400'-500' range
Southwestern Bell
February 2004
20' steel
Bore Lengths: 2 in the 100' range
Talon Industries
June 2004
18" storm drain slip line for DFW airport
Bore Length: 1900' - Completed in one day
Summer 2003
16" storm drain slip line for DFVV airport
Bore Lengths: 1400', 2400' - Each completed in one day
Onqoinq Subcontractor Proiects
Henkels & McCoy
Verizon fiber to the premise in Keller, TX
February- present
Over 100,000' of directional ddll turn keyed
Mastec
Irving power line replacement
6' poly 3000' of 17,000' directional bore complete
2
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Upcomin. Custom Bores
Mastec
6" steel for MCI-Woddcom
Highway plus river shot
Bore Length: Approx. 1500'
Future Telecom
6" and 2-4u steel package for TxDOT in Houston, TX
35,000' job, directional bore footage not determined
S&J
Electdc
24' steel for TxDOT in Dallas, TX
Highway 30 for TxDOT Communication
Bore Length: 325'
14" steel for TxDOT in San Antonio, TX
Bore Lengths: 850' 625'
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