ST9601-PR 960419 PROPOSAL FOR
ENGINEERING DESIGN SERVICES FOR:
WRANGLER DRIVE
(Belt Line Road to Freeport Parkway)
AND
AIRLINE DRIVE/BELT LINE RD. SIGNALIZATIOP
(Project # ST 96-01)
PREPARED FOR:
The City With A Beoutiful Future
SUBMITTED BY:
Develophg Creative Engineering for
',,
Celebrating 20 Years of Sen4c~
APRIL ,1996
PROPOSAL
PROFESSIONAL ENGINEERING DESIGN SERVICES
for
' WRANGLER DRIVE
(Belt Line Road to Freeport Parkway)
for the
_ CITY OF COPPELL, TEXAS
April, 1996
MAYOR
-- Tom Morton
CITY COUNCIL
Ron Robertson
Norman Alexander
Chuck Sturges
Danny L. Watson
Marsha Tunnell
Lanny Mayo
Candy Sheehan
CITY MANAGER
Jim Witt
ASSISTANT CITY MANAGER/CITY ENGINEER
- Kenneth M. Griffin, P.E.
TEAGUE NALL AND PERKINS, INC.
TEAGUE NALL AND PERKINS
C 0 N S U L T I N G E N G I N E E R S
April 19, 1996
Mr. Kenneth M. Griffin, P.E.
Assistant City Manager/City Engineer
City of Coppell
P.O. Box 478
Coppell, Texas 75019
Re: Proposal for Engineering Design
_ Associated With Wrangler Drive from
Beltline Road to Freeport Parkway
(Project # ST 96-01)
Dear Mr. Griffin:
-- We appreciate the opportunity to submit the enclosed proposal for professional engineering
services to the City of Coppell for the subject project. Our firm has and is currently providing
similar services as required for this project to numerous municipal and governmental clients. We
are confident that our experience in the areas of paving, drainage, hydraulics/hydrology, and
water system engineering projects qualifies us to be utilized to provide the services required to
properly design all aspects of the Wrangler Drive roadway and related storm drainage, 12" water
line, and the Airline Drive/Belt Line Road signalization project.
_ Teague Nail and Perkins, Inc. (TNP) is general civil engineering firm offering paving, storm
drainage, water, and sewer design services to approximately thirty (30) municipal and
governmental agencies. The firm has been in business in Fort Worth for over 19 years and
_ continues to enjoy a good working relationship with its municipal clients in the provision of
consulting engineering services either on a project-by-project basis (such as this project) or in the
role of City Engineer in which we handle all engineering responsibilities for the client. TNP
-- opened another office in Irving during 1990, and we are developing client relationships with
several Dallas and Denton County cities as we have in Tarrant County.
-- The TNP track record of providing quality design along with neat, readable, and detailed
construction plans is well recognized by our clients. We would urge you to contact any of our
client references for similar projects we have noted in the Proposal, regarding our qualifications,
our timeliness in meeting deadlines, our personal client contact, and our responsiveness to client
needs.
2001 W. IRVING BLVD.
915 FLORENCE STREET IRVING, TEXAS 75061
__ FORT WORTH, TEXAS 76102 (214) 254-1765
(817) 336-5773 METRO (214) 251-1627
FAX (817) 336-2813 FAX (214) 251-4348
Mr. Kenneth M. Griffin, P.E.
Assistant City Manager/City Engineer
City of Coppell
Two
April 19, 1996
It is a sincere privilege to submit this proposal to the City of Coppell. We look forward to further
discussions with you regarding our employment as the City's consultant on this project. Should
you have any questions regarding our firm, our project team members, or any of the other
information enclosed in this proposal, please do not hesitate to call.
Very truly yours,
J. Richard Perkins, P.E.
TEAGUE NALL AND PERKINS, INC.
JRP/czf
AND PERKI
CONSUL TING ENGINEE
CIVIL ENGIN~:ERING & SURVEYING SERVICES
MUNICIPAL / HIGHWAYS / WATER / WASTEWA TER
DRAINAGE / AIRPORTS / COMPCITERIZED MAPPING
J. RICHARD PERKINS, P.E.
PRINCIPAL
2001 W. IRVING BLVD. 915 FLORENCE STREET
IRVING, TEXAS 75061 FORT WORTH, TX 76102
(214) 254-1765 FAX (214) 251-4348 METRO (214) 251-1627
TABLE OF CONTENTS
SECTION DESCRIPTION
A Background and Description of the Firm
B Experience and Past Performance of the Firm
C Resumes, Education, and Experience of Key Personnel
_ D Project Management Plan
E General Methodology in Undertaking Project/Completion Schedule
F Technical Approach to the Project Design
-- G List of References of Similar Work
H General Qualifications Related to Roadway/Storm Drainage/
-- Signalization/Water Line Design
I List and Status of Current Activity in the City
J Appendix
1. Project Photographs
2. Preliminary Plan - Profile Sheet (Wrangler Drive) -- Separate
_ Submittal -- one copy only
3. Sample Plan-Profile Sheets of Representative TNP Projects
4. Overall Project Topography/Contours -- Separate Submittal --
-- one copy only
5. Video Cassette Depicting Aerial Flight over Project Route --
Separate Submittal -- one copy only
TEAGUE NALL AND PERKINS, INC.
A
-- SECTION A
Background and Description of the Firm
-- TEAGUE NALL AND PERKINS, INC.
SECTION A - BACKGROUND AND DESCRIPTION OF THE FIRM
Teague Nall and Perkins, Inc. (TNP) is a general civil engineering firm that was
incorporated in November, 1976, by Gary Teague and John Nall. Both men brought strong
municipal/governmental civil engineering backgrounds into the firm. In 1979 Dick Perkins
_ joined the firm having worked for a consulting firm which worked exclusively for
municipal/governmental clients. During 1990, in an effort to further expand their base of
_ municipal/governmental clients, TNP opened an office in Irving. Following the death of
founding partner, John Nail, Mark Berry joined the TNP staff as a principal in July, 1993.
- Also a previous employee, Mike Jones, recently joined the firm as a principal in April, 1995.
-- During 1990, in an effort to further expand their base of municipal/governmental
clients, TNP opened an office in Irving. This office is fully staffed and is equipped to provide
' the services required for this project. All of the design and project management and
drafting/CADD work for the Wrangler Drive project will be completed in the firm's Irving
office.
The TNP staff is comprised of 35 persons including registered engineers,
designer/project engineers, technician/draftsmen, survey field parties, field representatives,
and clerical personnel. Each of these people have significant experience in the design and
_ development of construction plans for projects like the Wrangler Drive reconstruction project
as noted in the enclosed resumes (Section C of the Proposal).
In recent years TNP has provided consulting engineering services to the cities of Fort
-- Worth, Irving, Euless, Hurst, Waco, Denton, Carrollton, Coppell, Colleyville, North
Richland Hills, Highland Village, Benbrook, Mansfield, Richland Hills, Keller, Pantego,
-- Burieson, Trophy Club, Weatherford, Springtown, Dalworthington Gardens, DeSoto, Forest
Hill, Grapevine, Blue Mound, Crowley, and to Tarrant County and Dallas County (CDBG
' projects). The firm has a reputation of providing quality and timely engineering services to
TEAGUE NALL AND PERKINS, INC.
its clients as evidenced by the fact that the above mentioned municipalities and governmental
agencies continue to employ the firm on a regular basis.
The f'trm's municipal base has been growing steadily as a result of their reputation with
some of their first clients which employed them after the firm was founded in 1976 (Fort
Worth, Hurst, and Pantego). Fort Worth has retained TNP on over fifty (50) separate
engineering contracts for designing municipal paving, drainage, water, and sewer
_ improvements.
- TNP serves in the capacity of City Engineer for the Town of Pantego, Benbrook,
Forest Hill, Crowley, Springtown, Dalworthington Gardens, Blue Mound, and Trophy Club,
- and they handle all the engineering assignments of those cities. For their other
municipal/governmental clients, the firm provides required engineering services on a project-
' by-project basis.
Although the firm is presently providing engineering services for Fort Worth, Irving,
Hurst, Euless, and several other municipalities, most of the present projects are not currently
design intensive. Therefore, TNP is now in a position to begin on several new projects and
to complete same in a timely manner.
In summary, TNP is committed to serving municipalities and governmental agencies.
The firm has built its reputation on five (5) basic major commitments to its clients:
· PRINCIPAL OF FIRM DIRECTLY IN CHARGE OF EACH
-- MUNICIPAL PROJECT
- · QUALITY ENGINEERING DESIGN
' · RESPONSIVENESS TO CLlENT NEEDS
TEAGUE NALL AND PERKINS, INC.
TIMELINESS IN MEETING DEADLINES*
· CLOSE PERSONAL CONTACT WITH CLIENT DURING DESIGN AND
CONSTRUCTION
*Prime example of this was completion from start-m-finish of the $8.0 million Alliance
Blvd./I.H. 35W project in 10 months. All intermediate and the final completion deadlines
_ were met.
TEAGUE NALL AND PERKINS, INC.
B
SECTION B
Experience and Past Performance of the Firm
~TEAGUE NALL AND PERKINS, INC.
SECTION B - EXPERIENCE AND PAST PERFORMANCE OF THE FIRM
TNP has provided general consulting engineering services to municipal and
' governmental clients for over 19 years. The quality and timely service provided by the firm
is partly evidenced by the fact that the fi~m continues to enjoy repeat business from its clients.
A representative list of municipal/governmental projects in the areas of paving,
drainage, water, and sewer design is found at the end of this Section. On the following pages
we have included a list of some of the paving/thoroughfare/drainage/water/sewer projects
completed by TNP that are very similar in nature to the scope of work outlined for the
Wrangler Drive project.
_ Excerpt sheets (8-1/2" x 11" reduced size copies) of a sampling of these projects are
found at the end of Section J.3 of this Proposal for your review.
TEAGUE NALL AND PERKINS, INC.
MUNICIPAL & GOVERNMENTAL PUBLIC WORKS
DESIGN EXPERIENCE
(This is only a sample of the projects actually completed by TNP)
City of Irving
Project Name: Nursery Road Bridge & Related Paving Water, Sewer,
-- & Storm Drainage Improvements
Project Description:
' Design of a multi-span bridge over Delaware Creek (Total span=200 feet).
Project included pavement reconstruction, storm drainage improvements,
channel regrading and lining, water and sewer utility relocations/replacements,
' and design of a siphon for 24" and 36" interceptor sewer lines.
Contact Person: Bob Chapman, P.E., Deputy Director of Public
Works
(214) 721-2611
Date of Project: Project completed 9/95.
-- Construction Cost: $940,000
-- Project Name: Carl Road/S.H. 183 Intersection Capacity Improvements
Project Description:
' Design of approx. 1,400 lineal feet of intersection widening with medians and
free right turn lanes to improve traffic flow on north and south sides of S.H.
183; project includes signal ization, water, sewer, and drainage improvements,
right-of-way acquisition, and complete pavement reconstruction.
_ Contact Person: Bob Chapman, P.E., Deputy Director of Public
Works
(214) 721-2611
Date of Project: Design complete in April, 1995; awaiting right-of-
way acquisition.
Construction Cost (Est.): $900,000 (incl's some City-prepared w/s plans)
-- TEAGUE NALL AND PERKINS, INC.
Project Name: Rochelle/S.H. 114 and O'Connor/Spur 348 Paving (DART Project)
Project Description:
Design of roadway widening improvements, including water and sewer
- relocations; free right-turn lanes and left-turn lane storage improvements.
Contact Person: Bob Chapman, P.E., Deputy Director of Public
-- Works
(214) 721-2611
' Date of Project: Construction is underway.
Construction Cost: $660,000
Project Name: Walnut Hill Lane Paving Improvements (DART Project)
Project Description:
Widening and regrading of 4-lane divided thoroughfare; including storm
drainage facilities and water and sewer relocations.
Contact Person: Bob Chapman, P.E., Deputy Director of Public
Works
(214) 721-2611
Date of Project: Plans are complete, awaiting right-of-way
acquisition.
Construction Cost (Est.): $1,530,000
TEAGUE NALL AND PERKINS, INC.
Project Name: We!ls/Wyche Channel and Culvert Improvements
Project Description:
Preliminary study of flooding conditions indicated existing culvert would only
pass a one-year storm; downstream constraints limited new design to a 5-year
design of 5-barrel 8' x 4' culvert and upstream and downstream channel
improvements; roadway redesign required to eliminate intersection low point;
water line relocations.
Contact Person: Bob Chapman, P.E., Deputy Director of Public
Works
(214) 721-2611
Date of Project: Design complete; awaiting easement acquisition.
Construction Cost: $413,000
Project Name: Darr/Grauwyler Storm Drainage Improvements
Project Description:
Design of longitudinal box culvert facility to alleviate flooding at commercial
- establishment; water and sewer line relocations.
Contact Person: Bob Chapman, P.E., Deputy Director of Public
-- Works
(214) 721-26~ ~
' Date of Project: Contract awarded; awaiting pre-construction
conference.
Construction Cost: $350,000
-- TEAGUE NALL AND PERKINS, INC.
Project Name: Anderson, Schulze, & Hawthorne Storm Drainage Improvements
Project Description:
Design of storm drainage/flooding relief systems on three (3) separate City
streets; included regrading of one street to redirect flow (elimination of low point
flooding situation); storm drain pipe extension to alleviate flooding condition at
elementary school; and design of rear yard drainage system outfalling into
nearby channel to eliminate house flooding; water and sewer relocations.
Contact Person: Bob Chapman, P.E., Deputy Director of Public
Works
(214) 721-2611
Date of Project: Construction is in progress.
Construction Cost: $325,000
City of Fort Worth
Project Name: Schwartz Avenue
Project Description:
Design of paving and drainage structures for reconstruction of existing City
street including water and sewer replacements.
Contact Person: John Walker, P.E., Dept. of Engineering
(817) 871-8882
Date of Project: Project has been submitted for final review and
approval.
Construction Cost (Est.): $950,000
TEAGUE NALL AND PERKINS, INC.
Project Name: Alliance Blvd./I-35W
Project Description:
Design of frontage roads, ramps, major thoroughfare, major box culverts, four
bridges, one bridge extension, and other longitudinal drainage facilities for
access and entrance into Alliance Airport.
Contact Person: Mel Bierman, P.E., Dept. of Engineering
(817) 871-7923
Date of Project: Construction completed in 1991.
Construction Cost: $8,000,000
Project Name: Village Creek Road
_ Project Description:
Design for reconstruction of collector street; design included right-of-way
acquisitions, storm drainage design, and utility relocations.
Contact Person: John Firing, P.E., Dept. of Engineering
(817) 871-7814
Date of Project: Construction completed in 1993.
-- Construction Cost: $990,000
TEAGUE NALL AND PERKIN~, INC.
Project Name: Biddison and Ripy Streets
Project Description:
Design for reconstruction of two (2) adjacent City streets; assignment included
critical storm drainage design; prepared right-of-way parcels; designed
replacement facilities for water and sewer lines; design also included multiple
railroad crossings.
Contact Person: John Walker, P.E., Dept. of Engineering
(817) 871-8882
Date of Project: Construction completed in 1994.
Construction Cost: $1,700,000
Project Name: W. Vickery B!vd. Drainage Relief System
Project Description:
Analyzed hydrology and hydraulics for various locations and provided options
-- to reduce downstream discharge; prepared final design plans for detention pond
facilities at Ridglea Country Club; designed bridge, channel improvements, and
box culvert diversion systems to convey 100-year storm to an outlet channel to
-- the Trinity River.
Contact Person: George Behmanesh, P.E., Transportation/Public
' Works Dept.
(817) 871-7914
Date of Project: Construction completed in 1991.
Construction Cost: $2,200,000
-- TEAGUE NALL AND PERKINS, INC.
City of Benbrook
Project Name: Wade Hampton and Warden Streets
Project Description:
Design of two (2) major collector streets; design of drainage facilities.
Contact Person: David Gattis, Community Development Dir.
(817) 249-3000
Date of Project: Construction completed in 1991.
Construction Cost: $1,073,000
Project Name: Lakeside/Winscott Paving Reconstruction
Project Description:
Design of 7,400 lineal feet of major collector (48' roadway); design included
- right-of-way and easement parcel preparation for full length of project on COE
property; design also included construction phasing and traffic control plans,
parallel and cross drainage facilities, and erosion control.
Contact Person: David Gattis, Community Development Dir.
(817) 249-3000
Date of Project: Construction completed in 1993.
Construction Cost: $1,200,000
TEAGUE NALL AND PERKINS, INC.
Town of Pantego
Project Name: Bowen Road Street Reconstruction [ISTEA (STP-MM) Project]
-- Project Description:
Design of a 5-lane major thoroughfare through heavy commercial area of Town,
including concrete paving, storm drainage, water, sewer, and signalization
' facilities; right-of-way parcels prepared; and coordination with utility companies
regarding system relocations.
' Contact Person: Larry Smith, City Manager
(817) 274-1381
Date of Project: Design completed in January, 1995; TxDOT bid
letting in March, 1996
Construction Cost: $600,000
Project Name: Pantego Branch Channel Improvements
Project Description:
Design of concrete-lined channel to replace non-maintained earthen channel with
heavy undergrowth; required negotiations with adjacent property owners,
replacement of 12" sewer truck main, modified channel section at lift station,
and adjusted wall heights at critical grade locations.
Contact Person: Larry Smith, City Manager
_ (817) 274-1381
Date of Project: Construction completed in 1994.
Construction Cost: $470,000
TEAGUE NALL AND PERKINS, INC.
Project Name: Pantego Branch Erosion Control Improvements at Town Park
Project Description:
Two-phased project that included design of gabion channel lining with gabion
_ mattress bottom through Town Park; critical design issues included protection
of existing vegetation matching downstream concrete-lined channel with gabions,
and removal of foot bridge.
Contact Person: Larry Smith, City Manager
(817) 274-1381
Date of Project: Construction of 1st Phase completed in 1991.
Construction of 2nd Phase completed in 1993.
Construction Cost: Total of $14 1,000
Project Name: Smith-Barry Road Bridge
-- Project Description:
Design of 3-barrel 10'xl0' box culvert at existing flooded street crossing; design
features included downstream erosion control improvements; passage of 100-year
-- storm to eliminate flood hazard, and reconstruction of portion of cross street to
match new grades of culvert.
' Contact Person: Larry Smith, City Manager
(817)274-1381
Date of Project: Construction completed in 1994.
Construction Cost: $247,000
TEAGUE NALL AND PERKINS, INC.
City of Mansfield
Project Name: East Broad Street Reconstruction
-- Project Description:
Design of a 5-lane major divided thoroughfare through commercial area of City,
including concrete paving, major cross and longitudinal drainage facilities
' (removal and replacement of three major multi-barrel box culvert structures),
water and sewer line replacements, signalization, railroad crossing, and bridge
extension.
Contact Person: Chris Burkett, P.E., Ass't City Manager
(817) 473-9371 (ext. 272)
Date of Project: Project under construction.
Construction Cost: $2,800,000
City of Hurst
Project Name: Precinct Line Road Reconstruction (Redbud to Pipeline Road)
' Project Description:
Design of major arterial, including 12" water line, storm drainage, and complete
street reconstruction with concrete pavement.
Contact Person: Ron Haynes, P.E., Dir. of Public Works
_ (817) 788-7075
Date of Project: Construction completed in February, 1995.
Construction Cost: $785,000
TEAGUE NALL AND PERKINS, INC.
City of Euless
Project Name: Westpark Way Widening Project [ISTEA (STP-MM) Project]
-- Project Description:
Design of a 4-lane major thoroughfare to replace existing 2-lane County road
section connecting S.H. 10 with S.H. 183, including concrete paving, storm
-- drainage, water and sewer relocations, and signalization facilities; right-of-way
parcels prepared; coordination with franchised utility companies regarding
system relocations; retaining wall design; and landscaping.
Contact Person: Paul Kruckemeyer, P.E., City Engineer
(817) 685-1629, or
Andrea Baxter, P.E., Ass't City Engineer
(817) 685-1646
Date of Project: Design to be completed in June, 1996.
_ Construction Cost (Est.): $4,200,000 (incl. util. relocations, signals, and
landscaping).
City of Richland Hills
Project Name: Handley-EderviHe Road Widening Project
[ISTEA (STP-MM) Project]
_ Project Description:
Design of a 5-lane major thoroughfare to replace existing 2-lane collector street
connecting S.H. 121 to S.H. 183, including concrete paving, storm drainage,
_ and water and sewer relocations; right-of-way parcels prepared; and coordination
with franchised utility companies and Texaco Pipeline Company regarding
system relocations/adjustments.
Contact Person: Jim Quin, City Manager
(817) 595-6600
Date of Project: Design to be completed in October, 1996.
' Construction Cost (Est.): $1,875,193
TEAGUE NALL AND PERKINS, INC.
MUNICIPAL & GOVERNMENTAL PROJECT EXPERIENCE
TEAGUE NALL AND PERKINS, INC.
REPRESENTATIVE MUNICIPAL & GOVERNMENTAL PROJECT EXPERIENCE
1982-1995
_ CONST. COST
I. MUNICIPAL DESIGN & PLAN/SPEC. PREPARATION
-- CITY OF BENBROOK
Wade-Hampton &Warden St. Reconstruction $ 900,000
Lakeside/Winscott Reconstruction 1,200,000
-- *Base & Drainage CAD Mapping N/Ap.
CITY OF BURLESON
' N.W. Renfro Reconstruction 600,000
N.E. Alsbury Blvd. (Dev. Initiated) 640,000
CITY OF COLLEYVILLE
Proect A - Sanitary Sewer Impvts. (Ph. I & II) 2,100,000
_ Project B - Wastewater Collect. Sys. Impvts. (I & II) 600,000
CITY OF COPPELL
_ *Base CAD and Topographic (Contour) Mapping N/AP.
*Utility CAD Mapping (Water, Sewer &Storm Drainage) N/Ap.
-- CITY OF CROWLEY
FM 731 Water &Sewer Relocations 417,000
Spring-90 Street Improvements 124,000
' *Base &Utility (Water/Sewer) CAD Mapping N/Ap.
Mission Street Paving &Drainage 150,000
CITY OF DALWORTHINGTON GARDENS
Water Storage Facilities (0.5 MG Ground/0.3 MG Elev.) 500,000
14" Transmission Main (17,000 LF) 800,000
2 MGD Booster Pump Station 300,000
Water Distribution System Improvements 200,000
_ *Base &Utility (Water/Sewer) Mapping N/Ap.
CITY OF DENTON
-- Park Development (Evers, Denia & N. Lakes Parks) 2,600,000
Mills Rd. Recon. & E. McKinney Culv. (Denton ISD) 150,000
- CITY OF FOREST HILL
FY-89 Street & Water Impvts. for Unit I (8 Locations) 470,000
FY-89 Water Impvts. for Unit II (1 Location) 200,000
' *Master Plan Update w/Utility, Base &Zoning CAD Mapping N/Ap.
Wanda Lane Street Reconstruction & Water Replacement 318,000
1
TEAGUE NALL AND PERKINS, INC,
REPRESENTATIVE MUNICIPAL & GOVERNMENTAL PROJECT EXPERIENCE
(Continued)
CITY OF FORT WORTH CONST. COST
Storm Drains at Four Locations 285,000
Vickery Blvd. Drainage Relief System 1,994,000
-- Alliance BIrd. & 1-35W Interchange 8,000,000
Street Reconstruction in Hospital District 630,000
McCart-Risinger Pav.& Drain. Constr. (Dev. Init.) 1,800,000
-- Village Creek Road Construction 990,000
Trinity Blvd. Reconstruction 1,600,000
Prospect Street Reconstruction 315,000
' Weatherford Street Reconstruction 325,000
Houston Street Bus Spine & Street Improvements 1,500,000
Houston Street & Throckmorton Street Signalization 250,000
Water Main Replacements; 21 Locations 1,600,000
Sewer Main M- 174 Replacement 130,000
Sewer Main M-53 Replacement 750,000
Mississippi/Morphy Paving, Water & Sewer Impvts. 1,100,000
_ CITY OF HIGHLAND VILLAGE
Storm Drainage Impvts. at 3 locations 150,000
Highland Village Rd./Highland Shores Blvd. Drain. Impvts. 15,000
CITY OF HURST
Rechan. of Norwood/Bedford-Euless Rd. Intersection 110,000
-- Hurst Hills Drainage Improvements 75,000
Fieldwood Drive Drainage Improvements 125,000
Cannon Drive Street Construc. (assessment paving) 80,000
' Precinct Line Road 1,400,000
Signalizn. of Norwood/Bedford-Euless Rd. Intersec. 30,000
Desiree Lane Reconstruction 55,000
Sanitary Sewer Replacements at 4 Locations 280,000
Water Line Replacements at 5 Locations 175,000
_ Precinct Line Road Reconstr. (S of Pipeline Rd.) 750,000
CITY OF IRVING
-- Nursery Road Bridge 750,000
Delaware Creek Sewer Line, Siphon, and Trunk Main Relocation 300,000
-- CITY OF MANSFIELD
U.S. 287/Debbie & Matlock Water Distribution Mains 370,000
S. Willow St. Reconstruction & Utility Relocations 220,000
' E. Broad Street Reconstruction 2,800,000
AutoCAD/DCA Training N/Ap.
2
TEAGUE NALL AND PERKINS, INC.
REPRESENTATIVE MUNICIPAL & GOVERNMENTAL PROJECT EXPERIENCE
(Continued)
CONST. COST
TOWN OF PANTEGO
Smith-Batty Road Paving Improvements 400,000
-- Well No. 3 Rehabilitation 50,000
Country Club Dr. &Peachtree Dr. Paving 103,000
Pantego Branch Drainage Improvements 56,000
-- Bowen Rd. Paving, Water, Sewer &Drainage Impvts. 600,000
*Base CAD Mapping N/Ap.
' CITY OF WACO
Lake Shore Sanitary Sewer Diversion 400,000
S. 18th Extension & Bridge Widening 1,800,000
Garden Dr. Paving &Channel Improvements 3,100,000
Washington Ave. Water Main 900,000
_ *Utility CAD (Water, Sewer &Storm Drain) Mapping N/Ap.
TARRANT COUNTY (CDBG Projects, i.e. HUD grants)
_ Cullum, Michael &Terry Street Improvements (Hurst) 100,000
Bellaire Drive Storm Drain (Hurst) 100,000
Bellaire Drive Sewer Improvements (Hurst) 100,000
-- Globe Rd. Drain. Impvts.(2 projects, Blue Mound) 150,000
Bellaire Drive Street Improvements (Hurst) 100,000
Bluebonnet Drive Sewer Replacement (Hurs0 85,000
-- Globe Road Street Improvements (6 Projects Blue Mound) 360,000
Ash Street Drainage and Sewer (CrowIcy) 300,000
Del Rio Drainage & Sr. Citizen's Parking Lot (Benbrook) 48,000
' Duncan Street &Water Improvements (Forest Hill) 90,000
Wanda Lane Street &Water Improvements (Forest Hill) 200,000
Sewer Improvements/3rd Ave. & W. Knight (Mansfield) 53,000
Water Improvements/E. Dallas Street (Mansfield) 64,000
_ TOWN OF TROPHY CLUB
Comprehensive Street Conditions Survey N/Ap.
*Base & Zoning CAD Mapping N/Ap.
- Pavement Repair (Multiple Locations) 85,000
II. GOVERNMENTAL DESIGN & PLAN/SPEC PREPARATION:
Dept. of Energy, Pantex, Amarillo; Pershing Road 250,000
Dept. of Energy, Pantex, Amarillo; Pump Sta., etc. 550,000
' Dept. of Energy, Pantex, Amarillo; Zone 4 RR Impvts. 401,000
TEAGUE NALL AND PERKINS, INC.
REPRESENTATIVE MUNICIPAL & GOVERNMENTAL PROJECT EXPERIENCE
(Continued)
CONST. COST
VA Medical Center, Dallas; Water Mains Replac. 650,000
-- Terrell State Hospital; Water Mains Replacement 265,000
All Saints Hosp.-Cityview, Ft. Worth; Pav.& Util. 1,000,000
DFW Airport, W. Airfield Drive Left Turn Lane 55,000
-- DFW Airport, Taxiway Repair 950,000
DFW Airport, 2EA Parking Garage 16,000,000
DFW Airport, Static &Dynamic Signs/Traffic Control N/Ap.
' DFW Airport, Static &Dynamic Signs/Traffic Attenuation 500,000
Texas Wesleyan College, Library, Site Work & Util. 200,000
Texas Wesleyan College; Master Plan (Wat/SS/Drain.) 2,500,000
Coppell High School; Grad/Pav/Drain/Utilities 2,000,000
Denton's B. Ryan High Sch.; Grad/Pav/Drain/Util. 2,200,000
III. MUNICIPAL STUDIES:
-- CITY OF BENBROOK
FEMA Flood Study on Plantation East N/Ap.
Master Drainage Plan (Phase I and II) N/Ap.
CITY OF CHICO
Sewage Treatment Plant Evaluation N/Ap.
' Sewer System Rehabilitation Study N/Ap.
CITY OF CROWLEY
FEMA Hazard Mitigation Grant Apl. 400,000
*CAD Mapping, Base, Water &Sewer N/Ap.
Future Land Use Plan N/Ap.
Impact Fees Implementation N/Ap.
_ CITY OF DALWORTHINGTON GARDENS
Water System Study and Master Plan N/Ap.
Impact Fees Implementation N/Ap.
CITY OF DENTON
Review of FEMA Map Revision for Hickory Ck/Dry Fork N/Ap.
-- Pecan Creek Floodplain Analysis N/Ap.
Fletcher Branch TWC Permit for 3 Retention Lakes N/Ap.
TEAGUE NALL AND PERKINS, INC.
REPRESENTATIVE MUNICIPAL & GOVERNMENTAL PROJECT EXPERIENCE
(Continued)
-- CONST. COST
CITY OF EULESS
-- Storm Drainage Master Plan (Little Bear Ck. Watershed) N/Ap.
Storm Drainage Master Plan (Blessing Branch Watershed) N/Ap.
Storm Drainage Master Plan (Hurricane Ck. Watershed) N/Ap.
CITY OF FOREST HILL
Comprehensive Plan Update; Thrfr/Water/Sewer Plans N/Ap.
CITY OF FORT WORTH
_ Flood Study for Streams CF4 and CF4A N/Ap.
Hydrology Study for Ridglea C.C. Detention Ponds N/Ap.
Sewer Mains M-53, M-96, M-12 & M-7 Pre-design
_ Relocation &Loading Study, incl. I/I Impact Calcs. N/Ap.
CITY OF HURST
-- Lorean Branch Flood Study 1,600,000
Lorean Branch Drainage Study at Central Park 600,000
Calloway Branch Drainage Study 1,300,000
CITY OF IRVING
W. Irving Branch Drainage Study N/Ap.
CITY OF KENNEDALE
Water Well Purchase Evaluation N/Ap.
TOWN OF PANTEGO
_ Pantego Branch Drainage Study 1,000,000
Pantego Water Distribution Analysis &Master Plan N/Ap.
Fort Worth/Pantego Water Connection Study N/Ap.
Southside Sewer Study N/Ap.
Pantego Drainage Master Plan 12,000,000
-- Pantego Park Master Plan N/Ap.
REESE AIR FORCE BASE
' *Base CAD Mapping & AutoCAD Training N/Ap.
(*CAD Mapping Projects)
TEAGUE NALL AND PERKINS, INC.
C
SECTION C
Resumes, Education, and Experience of Key Personnel
TEAGUE NALL AND PERKINS, INC,
SECTION C - RESUMES, EDUCATION, AND EXPERIENCE OF KEY PERSONNEL
Resumes of the four (4) principals of TNP, one of which is the principal-in-charge of
the project, and one of which is the project manager, the two (2) project engineers, the
hydraulics/hydrology engineer, and the storm water pollution prevention plan engineer are
included in this Section of the Proposal. Further, an organizational chart of the persons
assigned to this project is enclosed at the end of Section D of this Proposal.
TNP has also included a geotechnical firm and a traffic consulting firm as subconsultants
in the organization chart; however, the geotechnical firm will not be selected until conferring
with the City of Coppell during contract negotiations for the project.
The remainder of the TNP team is comprised of three (3) CADD/drafiing technician
support personnel with a combined total of 44 years experience and clerical support from our
highly experienced word processor.
TEAGUE NALL AND PERKINS, INC.
RESUMES
TNP PRINCIPALS
1. J. Richard Perkins, P.E. (Principal-in-Charge)
2. Michael A. Jones, P.E. (Project Manager)
3. Gary J. Teague, P.E.
4. Mark R. Berry, P.E.
PROJECT ENGINEER (Street & Drainage Design):
Delvin E. Black, P.E.
PROJECT ENGINEER (Water Systems Design):
C. Ty Hilton, P.E.
HYDRAULICS/HYDROLOGY:
Wayne E. Fowler, P.E.
STORM WATER POLLUTION PREVENTION:
Teri D. Jones
TEAGUE NALL AND PERKINS, INC.
PERKINS, J. RICHARD - TEAGUE NALL AND PERKINS, INC.
PRINCIPAL/PROJECT MANAGER/PROJECT ENGINEER
EDUCATION
1963 - B.S., Civil Engineering, Texas Tech University
1966 - M.S., Engineering Administration, Southern Methodist University
REGISTRATIONS
Professional Engineer - 31434
Public Surveyor - 2677
PROFESSIONAL EXPERIENCE
1979-Present: Teague Nall and Perkins, Inc. Principal, Project Manager and Client
_ Development Manager - responsible for design and management of various municipal and
land development projects (water, sewer, street and drainage improvements). Client
Manager for cities of Hurst, Irving, Euless, Mansfield, Coppell, Carrollton, and Blue
_ Mound; responsible for design of numerous municipal paving, drainage, erosion control,
water and sewer replacement, water transmission main, relief sewer, lift station, sanitary
sewer siphon, elevated water storage tank, and pump station projects, including three (3)
-- multi-million dollar ISTEA projects. Client Manager and Town Engineer for Town of
Pantego and City of Blue Mound; responsible for design of all municipal projects in these
municipalities; responsible for development of all CAD mapping projects for
-- municipalities, universities, appraisal districts, and military installations. Responsible
for firm's promotional efforts for new clientele.
' 1970-1979: Knowlton-English-Flowers, Inc. Project Manager - design and project
coordination of water, sewer, street, drainage, airport, signalization, and park projects
for the cities of North Richland Hills, Hurst, Euless, Corsicana, Bedford, Flower
Mound, and Grand Prairie. City Engineer for the City of North Richland Hills for his
employer for 6+ years. Specific projects included: design of street, bridge, and
_ signalization improvements for Hurst; design of concrete drainage channel, water and
sweet improvements for Euless; design of water supply line for Bedford; design of airport
improvements for Corsicana; design of $3.5 million street and drainage bond program,
-- $8.5 million water and sewer bond program, park project, signalization projects, elevated
and ground storage tanks for North Richland Hills. Also prepared water and sewer
master plan report for newly acquired utility system, responsible for all subdivision
-- review for North Richland Hills.
TEAGUE NALL AND PERKINS, INC.
(PERKINS - Continued)
1969-1970: Delta Steel Buildings Company. Design Engineer - responsible for the
design and job coordination of pre-engineered, prefabricated rigid frame metal buildings.
National Accounts Sales Manager - responsible for client contact and follow-up sales of
all buildings outside the State of Texas for large, corporate administrative or
manufacturing facilities.
1967-1969: U. S. Army, Corps of Engineers. Instructor in the Military Bridge Section
of the U. S. Army Engineer School, Fort Belvoir, Virginia. Instructor in the Engineer
Officers Advanced Course in the design of military fixed bridges. Rewrote Technical
Manual for the Corps of Engineers titled Military Fixed Bridges.
1963-1967: General Dynamics, Stress Analysis Section. Structural Engineer performing
stress analysis on various portions of F-111.
COMPUTER-AIDED DESIGN AND DRAFTING:
Completed full course on AutoCAD, conducted in-house by outside consultant. Trains
all new employees in use of AutoCAD and third-party civil design software.
PROFESSIONAL SOCIETIES:
Texas Society of Professional Engineers
National Society of Professional Engineers
American Consulting Engineers Council
Society of American Military Engineers
Texas Municipal Utilities Association
CIVIC AFFAIRS:
Member Grand Prairie Bible Church
Member of HEB Chamber of Commerce
Texas Tech Ex-Students Association
HONORS:
1990 Inductee - Texas Tech University Civil Engineering Academy
1995 Inductee - Civil Engineering Advisory Council (Texas Tech University)
TEAGUE NALL AND PERKINS, INC.
JONES, MICHAEL A. - TEAGUE NALL AND PERKINS, INC.
PRINCIPAL/PROJECT MANAGER/PROJECT ENGINEER
EDUCATION
1978 -B.S., Civil Engineering, Texas A&M University
REGISTRATION
Professional Engineer - 55529
PROFESSIONAL EXPERIENCE
-- Mr. Jones has over 9~/i years of experience in consulting engineering combined with
7~/2 years of service in the public sector. Michael began his career in consulting
engineering in 1978 and served as a project engineer and project manager for municipal
-- and private development clients until !ate 1987. His return as a consulting engineer in
1995 is primarily directed toward providing an experience-based personal service to
municipal and governmental clients. Michael' s public sector service included positions
' as Project Engineer for the Dallas County Public Works/Transportation Department,
City Engineer for the City of Colleyville and Director of Public Works for Denton
County. His experience includes project feasibility analysis, planning/design of water,
sanitary sewer, street and drainage system improvements and construction management.
_ Michael has performed design services, including hydrologic/hydraulic modeling, for
stream, drainage channel and stormwater detention improvement projects. His
experience in this area includes over seven (7) years of floodplain administration with
_ Dallas County, the City of Colleyville, and Denton County. Michael also developed
and began implementation of a Storm Drainage Master Plan for the City of Colleyville
while serving their City Engineer. Michael's work in the area of analyzing dnd
- resolving drainage problems has alleviated flooding in situations ranging from localized
drainage problems such as the $15,000 Tim Donald Road project in rural Denton
County to severe stream flooding such as the $1.4M Chelsea Creek and $2.0M Oaks
' and Briarwood Improvement projects in the City of Colleyville.
Mr. Jones' experience includes extensive roadway design of collector and thoroughfare
streets in urban areas, as well as county roads in rural areas of Denton and Dallas
Counties. This experience includes feasibility analysis, environmental documentation
_ and right-of-way determination/acquisitions. Recent project experience in this area
includes coordination of the FM 2499 project for Denton County. FM 2499 is a new
roadway which is being designed in several phases in cooperation with the Dallas
_ District of the Texas Department of Transportation (TxDOT). Michael was responsible
for coordinating the feasibility, alignment and environmental studies, as well as the
right-of-way acquisition for the sections of the project from FM 407 in the Town of
-- Highland Village to Loop 288 in the City of Denton. This multimillion dollar project
is a long-term project which is being funded and built by TxDOT, Denton County and
various local municipalities. As Public Works Director for Denton County, Mr. Jones
' TEAGUE NALL AND PERKINS, INC.
(Jones - Continued)
-- also served as Road Superintendent and was responsible for the reconstruction and
maintenance of over 750 miles of roadway in the unincorporated areas of the County.
This work involved establishing adequate roadway grades and alignment, providing
' proper signage and traffic control devices as well as designing, constructing and
rehabilitating drainage facilities such as culverts and bridges.
As City Engineer for the City of Colleyville, Mr. Jones was an integral part of the
development and implementation of a $13.5M Bond Program which included the
_ construction of roadway and drainage improvements, parks and various community
facilities throughout the City. Included among the projects which Michael implemented
were the Chelsea Creek Drainage Improvements, the Oaks and Briarwood Street and
_ Drainage Improvements, the Oak Crest Hills/Rustic Oaks Street and Drainage
Improvements and the Pleasant Run Soccer/Athletic Fields. Michael also managed the
$34M 1991 Denton County Road and Bridge Bond Program which included projects
- such as FM 2499, a proposed bridge across Lake Lewisville, as well as several other
bridge replacement projects and the $9.5M Hebron Parkway Extension project which
was managed primarily by the City of Carrollton.
Included in Mr. Jones' experience are his two (2) years as Assistant Project Engineer
(1988-89) on the Westmoreland Road Bridge Project in Dallas, Texas while he was
with the Dallas County Department of Public Works. This project involved the
construction of a twin post-tensioned, segmental, concrete box-girder bridge over the
Trinity River.
PROFESSIONAL SOCIETIES
American Society of Civil Engineers
National Society of Civil Engineers
-- American Public Works Association
National Association of County Engineers
Texas Association of County Engineers & Road Administrators
CIVIC AFFAIRS
Member of First United Methodist Church-Carrollton
Volunteer Coach for Youth Soccer-Carrollton/Farrners Branch Soccer Assn.
TECHNICAL PAPERS
_ Floodway Fringe Development and the Consequential Loss in Valley Storage: The
Untold Story - (Presented to Texas Section ASCE Spring Meeting April 22-25, 1992).
Michael A. Jones, P.E., Michael A. Moya, P.E., Emilia Salcido, EIT
TEAGUE NA LL AND PERKINS, INC.
TEAGUE, GARY J. - TEAGUE NALL AND PERKINS, INC.
_ PRINCIPAL/PROJECT MANAGER/PROJECT ENGINEER
- EDUCATION
1966 - B.S., Civil Engineering, Arlington State College
REGISTRATIONS
Professional Engineer - 3 1497
Registered Professional Land Surveyor - 3593
PROFESSIONAL EXPERIENCE
1976-Present: Teague Nail and Perkins, Inc. Project Manager - street, drainage, bridge
_ and airport projects for the City of Fort Worth. Design/supervision of design of Alliance
Blvd. Interchange. Design/supervision of design of signalization, signing, traffic control
plans, and numerous lighting projects. Airport Engineer for City of Mineral Wells;
-- Project Manager for airport projects at DFW. Project Engineer - design of street and
drainage facilities for subdivisions in Fort Worth, Burieson, Hurst, Bedford, North
Richland Hills, Arlington, Benbrook, Crowley, and Mansfield; design of drainage
-- improvements and processing of FEMA Map Amendments in several cities. Project
Manager - prepared numerous drainage studies, including flood plain evaluation and
detention pond evaluation, and land development feasibility studies. Client Manager and
' City Engineer for City of Benbrook; responsible for design of all municipal projects.
_ 1967-1976: City of Fort Worth, Public Works Department, Engineering Division.
Design Engineer - planning and design of City landfill sites; planning and design of City
heliport and airport facilities; design of numerous street and storm drain projects. Prime
author of City of Fort Worth Public Works Construction Specifications. Authored
update to City of Fort Worth Storm Drainage Criteria Manual. Served as City
representative on Various Metroplex committees. Chief Design Engineer - responsible
for design of all street, drainage and related projects within City of Fort Worth;
responsible for preparation of two bond programs.
1966-1967: General Dynamics, Stress Analysis Section. Structural Engineer performing
stress analysis on various portions of F-111.
TEAGUE NALL AND PERKINS, INC.
(TEAGUE - Continued)
CONTINUING EDUCATION/TRAINING
-- Total Quality Management (TQM) Seminar - 1993
PROFESSIONAL SOCIETIES
Texas Society of Professional Engineers
Registration and Qualifications Committee (1982)
' National Society of Professional Engineers
American Society of Civil Engineers
Vice Pres. Professional Affairs, Texas Section (1984)
President of the Fort Worth Branch (1980)
Chrmn. of the Texas Section Membership Committee (1979)
_ State Director of the Fort Worth Branch (1976-77)
Chrmn. of Comm. for Texas Section Mtg. Handbook (1988)
Chrmn. of Texas Section Economic Affairs Comm. (1989-90)
-- Consulting Engineers Council of Texas
Chrmn. of Business Relations Committee (1989)
Chrmn. of Public Relations Committee (1990)
CIVIC AFFAIRS
' YMCA
Member of Board of Directors, Metropolitan (1985-88)
Member of Board of Directors, NW Branch (1976-80)
Chrmn. of Branch Longrange Planning Committee (1978)
Member of Metropolitan Longrange Plan. Comm. (1978)
_ River Oaks Baptist Church
Church Clerk, Sunday School Teacher, and numerous committees
Castleberry Youth Association
Member of the Fort Worth Chamber of Commerce
Member of the Benbrook Chamber of Commerce
UTA Alumni Association
President of Civil Engineering Alumni Club (1982)
Development Policy Advisory Committee - City of Fort Worth
Zoning Board of Adjustments - City of River Oaks
HONORS
1976 Young Engineer of the Year
Fort Worth Branch of Texas Society of Prof. Engineers
1988 YMCA CHI RHO Award for Outstanding Service
TEAGUE NALL AND PERKINS, INC.
BERRY, MARK R. - TEAGUE NALL AND PERKINS, INC.
PRINCIPAL/PROJECT MANAGER/PROJECT ENGINEER
EDUCATION
1984 - B.S., Civil Engineering, University of Texas at Arlington
1993 - M.B.A, University of North Texas
REGISTRATION
_ Professional Engineer - 66603
PROFESSIONAL EXPERIENCE
Mr. Berry has over eight years of experience in consulting engineering serving as a
project engineer and project manager for municipal, federal, and private development
-- clients. His experience encompasses analysis, planning and design projects including
water and sanitary sewer system analysis, street and drainage design and analysis,
design of water distribution systems, sanitary sewer collection systems, water storage
' facilities, water treatment plants, and water pump stations.
Mr. Berry developed a water and sanitary sewer master plan for the City of Haslet.
The project scope included modeling, analysis and development of an entire water and
sanitary sewer system to service Haslet's ultimate development. For the City of Fort
_ Worth, Mr. Berry has performed computer hydraulic modeling of the Northside II
pressure plane. The purpose of this analysis was to size a major transmission main to
provide a hydraulic balance of existing elevated storage within the pressure plane. The
_ results provided the City of Fort Worth with recommendations which maximize system
operating efficiency, flexibility, and reliability.
-- Upon completion of the hydraulic modeling for the City of Fort Worth, Mr. Berry
served as the Project Manager for the transmission main design which included 10,400'
of 24" main, 4000' of 36" main, and 21,100' of 48" main. The project also
' incorporated 420' of 72" tunnel to provide a continuous crossing of a state highway and
two railroads.
Mr. Berry has also served as Project Manager for five individual drainage improvement
projects for the Cities of North Richland Hills and Duncanville. These projects
_ involved a thorough drainage analysis to identify the source and cause of flooding in
residential areas and the design of drainage facility improvements to alleviate these
flooding problems.
Mr. Berry's has performed various engineering functions including project planning and
coordination, design, and analysis for both municipal and federal clients. Mr. Berry's
-- recent project experience includes:
· Analysis of the City of Saginaw's water and sanitary sewer system for the
~ TEAGUE NALL AND I=ERKINS, INC.
(Berry - Continued)
- development of impact fees in accordance with recent impact fee legislation.
This analysis included statistical evaluation of water usage and sanitary sewer
flows by land use and zoning classification to establish a standard unit (Living
-- Unit Equivalent, LUE) for impact fee assessment. Development of a phased
improvement plan was also undertaken to identify the financial impact and
recoverable costs through impact fees for existing conditions, Year 2000, and
' Year 2010 improvements in accordance with recent impact fee legislation.
· The City of Fort Worth Sun Country Elevated Storage Tank and Water
Transmission Main which involved computer modeling analysis to determine
main sizing and elevated tank hydraulic criteria to provide a hydraulic balance
_ within the Southside III pressure plane. In addition to the hydraulic analysis,
Mr. Berry prepared a preliminary design report evaluating elevated tank design
alternatives and transmission main size and route alternatives.
· The City of Weatherford Water System Analysis for which projections were
made for ultimate system conditions and improvements recommended including
-- expansion of treatment, raw water delivery, distribution, and pumping facilities.
· The City of Azle Water System Study, which included analysis of future
conditions through the year 2005, along with the design parameters for
expansion of the Azle Water Treatment Plant and Raw Water Intake Facility.
· The City of Carrollton Water System Analysis, which included analysis of the
distribution system through the year 2000 and determination of design criteria
for a major pump station and other necessary additions resulting in a phased $31
million improvement plan.
· Water system hydraulic analysis for the Cities of Haltom City and Waco which
entailed design recommendations for pumping, storage, and water mains.
· Performance of sanitary sewer system analysis to evaluate existing system
components and determine future system expansions for the Cities of Saginaw
and Forest Hill.
· Hydraulic design, site layout design, and preparation of construction plans for
a 40 MGD high service pump station for the City of Carrollton.
· Hydraulic design, site layout design, and preparation of construction plans for
a 3.0 MGD conventional water treatment plant for the City of Azle.
· Design and preparation of construction plans and specifications for street and
paving projects including 1,100 feet of Longfield Drive in the City of White
Settlement, several street overlays for the City of Richland Hills, and 11,295
feet of site access roads for the White Sands Missile Range in New Mexico.
TEAGUE NALL AND PERKINS, INC.
(Berry - Continued)
-- * Design and preparation of construction plans and specifications for water and
sewer line projects for the Cities of Azle, Fort Worth, Carrollton, and the Lake
Cities Municipal Utility Authority.
PROFESSIONAL SOCIETIES
American Society of Civil Engineers
Fort Worth Branch Committee Service:
Awards Committee Member, 1988-90
Hospitality Committee Member, 1987-90
_ Hospitality Committee Vice Chairman, 1989-90
Membership Committee Member, 1990-91
Nomination Committee Member, 1989-90
-- Younger Members Committee Member, 1987 - Present
Younger Members Committee Chairman, 1988-90
-- Fort Worth Branch Director, 1990-91
Texas Section Younger Members Committee Member, 1988 - Present
Texas Section Younger Members Committee Vice Chairman, 1991-92
' Texas Section Younger Members Committee Chairman, 1992 - Present
Texas Section 1992 Spring Meeting Host Committee, Publicity Chairman
Host Committee Member, Zone III Younger Member Conference, 1989
National Committee on Younger Members Corresponding Member, Zone III,
1990-92
National Society of Professional Engineers
_ Fort Worth Chapter, Texas Society of Professional Engineers,
Mathcounts Committee Public Relations Chairman, 1989 - Present
-- American Water Works Association
CIVIC AFFAIRS
Member of Harvest Baptist Church
HONORS
American Society of Civil Engineers
Zone III Daniel W. Mead Prize, 1991
American Society of Civil Engineers
Texas Section Daniel Mead Award, 1991
American Society of Civil Engineers
Fort Worth Branch Young Engineer of the Year 1991
rEAGUE NALL AND PERKINS, INC.
BLACK, DELVIN - TEAGUE NALL AND PERKINS, INC. PROJECT MANAGER
EDUCATION
B.S., Civil Engineering, Oklahoma State University
M.S., Civil Engineering, Oklahoma State University
-- Ph.D., Structural Engineering, Oklahoma State University
REGISTRATIONS
Professional Engineer- 31640, Texas
Professional Engineer - 8981, Oklahoma
PROFESSIONAL EXPERIENCE
Extensive experience in design and management of projects for various governmental
agencies and private entities for over 20 years. Very strong design and analysis skills.
_ Experienced in utilizing computerized analysis and design methods. Ability to maintain
project schedules and budgets. Successful in meeting client's needs for a variety of
civil/structural engineering projects.
1994-Present: Teague Nall and Perkins, Inc., Irving, Texas. Project Manager
responsible for various paving, drainage, and municipal utility projects. Projects
-- include Carl Road/S.H. 183 Intersection Capacity Improvements for the City of Irving;
Bowen Road at Spur 303 (ISTEA Project) for the Town of Pantego; Drainage Channel
Improvements for Valley View Addition to City of Hutchins for Dallas County;
' Rochelle Blvd. @ S.H. 114 and Spur 348 @ O'Connor Paving Improvements for the
City of Irving; Walnut Hill Lane Paving and Drainage Improvements from Tophill to
Story Road for the City of Irving; Darr/Grauwyler Drainage Improvements for the City
of Irving; Intersection Capacity Improvements for Bedford-Euless Road @ Precinct
Line Road, Pipeline Road @ Precinct Line Road, Pipeline Road @ Melbourne Road
_ (CMAQ Projects) for the City of Hurst; Waterline Replacement Project 95-2W for the
City of Carrollton; Sanitary Sewer Outfall Line to Abandon the Hitachi Lift Station for
the City of Irving; Repair and Repainting of two Potable Water Ground Storage Tanks
_ for the City of Mansfield; Drainage Improvements for Schulze Drive, Howthorne Street
and Anderson Drive for the City of Irving.
-- 1990-1993: Huitt-Zollars, Inc., Dallas, Texas. Senior Structural Engineer - Designed
the Woodall Rodgers Storm Drainage Improvements - 1990, $7 million storm drainage
tunnel and associated appurtenances for the City of Dallas.
-- TEAGUE NALL AND PERKINS, INC.
(BLACK - Continued)
As a member of the Principal Section Design team for the Dallas Area Rapid Transit's
Light Rail System, performed the structural design of prototypical stations to be used
- throughout the system. Designed the Medical Center and South Irving Stations for a
commuter rail line. Provided structural input for design definition drawings and project
budget estimates for various line sections of the DART LRT system including bridge
- layout, preliminary foundation design, retaining walls and various underground
structures. Assisted in the preparation of standard and drawings and specifications for
retaining walls, foundations, and various structures. Reviewed final design documents
' of other consultants for conformity to design criteria and standards.
Designed a portion of a three and one half mile section of twin bore rail tunnel being
constructed beneath North Central Expressway on a "fast track" basis. Coordinated the
work of other consultants for the final design of an underground rail station at Cityplace
_ and five underground ventilation structures.
Provided technical support during the construction phase of the light rail system.
-- Responsible for preparing any required structural design changes for the North Central
Tunnel project.
-- Conducted structural investigations of special problem areas, including failure analysis
of buildings, structural materials and detailed three dimensional finite element analyses
of various structural types, including a detailed analysis of lateral distribution of loading
' for 2 taxiway bridges for DFW Airport and a fracture critical failure analysis of a steel
girder bridge for DART.
1984 to 1989 Rady & Associates, Inc., Fort Worth, Texas. Project Manager - Directed
all structural and foundation design for firm. Projects included commercial, industrial
and prison buildings, vehicle and equipment maintenance facilities, water and
wastewater treatment plans, pumping stations, retaining walls, roadways, bridges, and
water storage tanks. Typical projects included: Waco Mt. Carmel and Riverside Water
_ Treatment Plant Improvements; Old Decatur Road for the City of Saginaw; Southside
Service Center for the City of Fort Worth; North Beach Street for the City of Fort
Worth (Two Bridges); Forest Hill Drive (Two Bridges); White Settlement Library;
-- White Settlement Road (1-Bridge); 1-820 Service Roads for the City of Haltom City;
Combined Support Maintenance Facility for the Texas National Guard; North Arlington
Levee Improvement District; Plantation East Drainage Improvements for the City of
-- Benbrook; Two Rural Bridges for Collin County.
Implemented a CAD system for the firm and trained the professional staff in its use.
Managed the computer system for the office and developed specialized graphics
interface, concrete design and structural analysis programs.
TEAGUE NALL AND PERKINS, INC,
(BLACK - Continued)
1980 to 1984 Fred Spitz & Associates, Inc., Oklahoma City, OK. Project Manager -
Performed structural and foundation design for the firm which included water and
- wastewater plants, pumping stations, water storage tanks, and miscellaneous
underground structures. Typical projects included: Wastewater treatment plants for
the Cities of Moore, Midwest City and Ardmore; a water treatment plant for Clinton,
- Oklahoma; pumping stations for the Cities of Moore, Ardmore, Norman and Clinton;
river crossings and miscellaneous structures for a major sanitary sewer interceptor for
the City of Oklahoma City.
Provided training for the firm's technical staff in the use of a newly installed CAD
system. Responsible for the development of several interface programs to integrate
design tasks within the CAD software.
_ Participated as a structural team member of several Value Engineering Studies of
wastewater collection and treatment facilities.
PROFESSIONAL SOCIETIES
American Society of Civil Engineers
TEAGUE NALL AND PERKINS, INC.
__ HILTON, TY - TEAGUE NALL AND PERKINS, INC.
PROJECT MANAGER/PROJECT ENGINEER
-- EDUCATION
B.S., Civil Engineering, Texas A&M University
-- Masters of Engineering/Transportation (in progress), University of Texas at Arlington
REGISTRATION
Professional Engineer - 80209
PROFESSIONAL EXPERIENCE
_ Mr. Hilton's has experience in a wide range of civil engineering applications, including major
thoroughfare and street design, hydraulic computer analysis and design, storm drain design,
water and sanitary sewer design, and construction management. Mr. Hilton is currently
_ pursuing a masters degree in transportation engineering, having completed graduate courses in
subjects such as highway design, pavement design, airport design, traffic engineering, and
urban transportation planning. Design projects with which Mr. Hilton has been closely
-- involved include:
* Design and preparation of construction plans, specifications, and easement
- documents for Edmonds Lane from S.H. 121 to F.M. 3040 and Denton Tap
Road from the southern city limits to the S.H. 121/F.M. 3040 interchange in
Lewisville, Texas, for the City of Lewisville. The design of approximately
' 7,500 feet of four- and six-lane divided thoroughfares included grade and
alignment studies, intersection design at the connections to state highways,
_ construction sequence and signage plans, pavement marking plans, storm
drainage design, water and sanitary sewer design, and the preparation of 35
easement parcels from eight different property owners. Edmonds Lane is
_ scheduled for construction in 1995 at an estimated cost of $1.8 million. Denton
Tap Road is scheduled for construction in 1996 at an estimated cost of $1.5
million.
* Design and preparation of construction plans, specifications, and easement
documents for paving and drainage improvements for the Oak Crest Hills and
-- Rustic Oaks subdivisions in Colleyville, Texas, for the City of Colleyville. The
proposed improvements consist of approximately 13,000 linear feet of
residential street reconstruction, a triple 9'x6' multiple box culvert street
' crossing, 900 linear feet of improved earthen-lined open channel, 1,150 linear
feet of double 60-inch storm drain in combination with 850 linear feet of
_ concrete flume and overflow swale, 3,300 linear feet of storm drainage, and 600
linear feet of water line relocations and upgrades. Several public meetings were
TEAGUE NALL AND PERKINS, INC.
(Hilton - Continued)
-- held to receive input from area residents. To accommodate the improvements,
33 easement parcels were prepared for 20 different property owners. The
project is currently under construction at a cost of $2.5 million.
· Member of design team responsible for design and preparation of civil
construction plans, specifications and plats for Grand Prairie's Lone Star Park,
' a proposed Class I horse racing facility in Grand Prairie, Texas. The site
engineering of the 285-acre development included over 900,000 cubic yards of
excavation, 460,000 square yards of asphalt and concrete paving, over 28,000
linear feet of storm sewer, over 13,000 linear feet of water line, and 10,000
linear feet of sanitary sewer line.
· Design and preparation of construction plans, specifications, and easement
documents for paving and drainage improvements for the Oaks and Briarwood
-- Paving and Drainage Improvements in Colleyville, Texas, for the City of
Colleyville. The design consisted of approximately 7,000 linear feet of
residential street reconstruction, 2,100 linear feet of concrete-lined channel, a
-- triple 10'x6' box culvert, a triple 8'x6' box culvert, 840 linear feet of double
8'x6' box culvert, 3,400 linear feet of storm drainage, and over 3,000 linear
feet of associated utility relocations. Public meetings were held at each stage
' of the design to receive input from residents in the project area. To
accommodate the improvements, 19 easement parcels were prepared for 13
different property owners. The project is currently under construction at a cost
' of $1,790,000.
_ · Contract/construction management for the Biosolids Dewatering, Processing and
Disposal for the City of Fort Worth Water Department at the Village Creek
Wastewater Treatment Plant. The sludge management project involves removal
_ of biosolids from sludge lagoons and the dewatering, processing, transport, and
disposal of biosolids received from the plant's digesters. The sludge is then
beneficially reused through land application to agricultural land.
-- Responsibilities on the project included review and approval of the Contractor's
operations plan, quantity verification, resolving contract/construction conflicts,
site inspections and project documentation.
· Design and preparation of construction plans and specifications for Wetherstone
Addition, Phase I, Sections 1 and 2, Town of Flower Mound, Texas, for
' Flower Mound Associates Joint Venture. The development includes 193
residential lots, a 10-acre park and two retail lots. The design consisted of
_ street, storm drainage, water, sanitary sewer design, and preparation of
preliminary and final plats.
_ · Design and preparation of construction plans for the Northside II Water
Transmission Main for the City of Fort Worth Water Department. The project
consisted of 3,000 linear feet of 24-inch water main, 4,000 linear feet of 36-
' TEAGUE NALL AND PERKINS, INC.
(Hilton - Continued)
-- inch water main, and over 11,000 linear feet of 48-inch water main.
' * Hydraulic computer analysis, concept design of improvement alternatives, and
economic assessment for the Briar Creek Stormwater Management Plan for the
City of Bryan, Texas.
PROFESSIONAL SOCIETIES
American Society of Civil Engineers
CIVIC AFFAIRS
-- Harvest Baptist Church
TEAGUE NALL AND PERKINS, INC.
FOWLER, WAYNE EUGENE - TEAGUE NALL AND PERKINS, INC.
CIVIL ENGINEER
_ 1983 - B.S. Agricultural Engineering, Auburn University
REGISTRATIONS
Professional Engineer
Texas - 66509
Alabama- 17064
Georgia - 018319
PROFESSIONAL EXPERIENCE
1984-1986: USDA Soil Conservation Service. Field Engineer responsible for field
surveys, design, contract administration and construction staking for drainage and erosion
control structures. Hydrologic and reservoir modeling. Soils investigations.
1986--1988: Hayes, James, and Associates. Senior Design Engineer responsible for design
of residential and commercial land development improvements. Projects included design
-- of streets, drainage, detention ponds, and sanitary sewer collection. Prepared hydrology,
lake sedimentation, feasibility studies, and land planning. Trainer for Intergraph computer
aided design. Additional training in soil mechanics, hydrology, and geology.
1988-1990: Roy F. Weston, Inc. Project Engineer designing commercial land
development improvements. Design of onsite sewage disposal systems and water
' distribution systems. Surveys and design for asbestos abatement in buildings. Contract
administration and construction inspection. Specification writing.
1990-1991: The Grant Foundation. Director of Wells and Water for a community
development project based in Haiti. Responsible for design of pipelines and wells, and
_ coordination of maintenance and repairs of water systems.
1991-Present: Teague Nail and Perkins, Inc., Project Engineer - responsible for drainage
-- studies and design of improvements related to commercial and residential land
development. Hydrology and hydraulic studies, FEMA map revisions. Design of streets,
drainage, and detention ponds. Design of traffic attenuation for obstructions along limited-
- access, high volume landside roadways. Preparation of traffic control plans for
construction activities on landside roadways.
COMPUTER-AIDED DESIGN AND DRAFTING
Completed 40 hour courses in Intergraph Graphical Coordinate Geometry and Engineering Site
Package. Two years experience.
Three years experience with AutoCAD.
-- T~A{]UE NALL AND I=ERKIN$, INC.
JONES, TERI D. - TEAGUE NALL AND PERKINS, INC.
DESIGN ENGINEER
1992 - B.S., Civil Engineering, Texas Tech University
CERTIFICATION
Engineer in Training
PROFESSIONAL EXPERIENCE
Ms. Jones has 2-1/2 years of experience in consulting engineering, 1-1/2 years of which
is in civil engineering. Teri began her career at Allied Associates Consulting Engineers
in Lubbock, Texas where she gained experience in utility site planning, plumbing design,
and fire protection design in a wide variety of projects including a hospital, numerous
restaurants, nursing homes, churches, professional office buildings and residences.
Following one year in Lubbock, Teri joined Dowdey, Anderson and Associates, Civil
Engineers in Dallas. There, she gained experience in a wide variety of residential and
_ commercial development projects.
Teri was the project manager and design engineer for the Trinity Christian Academy
- Addition, a 19-acre expansion of the school's campus. This project including a drainage
study, site planning for new buildings and a baseball field, and design of grading, paving,
water, sewer, and storm sewer. Teri also was involved with the construction management
' of the project.
While with Dowdey, Anderson and Associates, Teri managed numerous commercial
' developments including fast-food restaurants, day care facilities, professional office
buildings, financial institutions, a hotel and a shopping center. She also performed various
tasks associated with these developments, including platting, zoning, special use permit
application, site planning, and site design of grading, drainage and utilities. Finally, Teri
coordinated with city staff to obtain the required building permits. These cities included
_ Dallas, Fort Worth, Arlington, Coppell, PIano, Rockwall, and Lewisville.
In addition to commercial projects, Teri also has experience in residential subdivision
-- development. She has been directly involved in the preliminary studies, platting, zoning,
and design of residential subdivisions up to 216 acres in Dallas, Mansfield, McKinney,
Coppell, Corinth, Flower Mound, Irving, Mesquite and Farmers Branch. Teri was the
- project manager of the site design for a $6M residence in Dallas. This project included
a flood study, platting, grading design, pond design, offsite storm sewer and onsite
utilities.
-- TEAGUE NALL AND PERKINS, INC.
In May of 1995 Teri completed a four day seminar on HEC II, hydraulic analysis
software. In July of 1995, Teri joined Teague Nall and Perkins. Her experience thus far
has included the final design of a 23-acre subdivision in Southlake as well as a residential
street reconstruction project in Mansfield.
PROFESSIONAL SOCIETIES
American Society of Civil Engineers
Chi Epsilon Honor Society
CIVIC AFFAIRS
Member of Hillcrest Church, Dallas, Texas
Texas Tech Ex-Students Association
TEAGUE NALL AND PERKINS, INC.
D
-- SECTION D
Project Management Plan
TEAGUE NALL AND PERKINS, INC.
SECTION D - PROJECT MANAGEMENT PLAN
TNP has assembled its most experienced design team to provide the consulting
engineering services required for this project. This same team has worked together on most of
TNP's larger design projects in the past, and as a result, has a very good understanding of the
need for close coordination between team members for each phase of the preliminary and final
design of the project.
The resumes of the key members of the design team are found in Section C of the
Proposal, and an organizational chart which reflects the structure of the entire TNP design team
is found at the end of this Section of the Proposal.
The principal-in-charge on the project, J. Richard Perkins, is the previous client contact
-- between TNP and the City of Coppell relative to the computerized utility mapping project
completed for the City within the last few years. He has personally designed and managed the
-- design of numerous thoroughfare projects similar to the Wrangler Drive project for various
municipal clients since entering the civil engineering consulting field in 1970. Having worked
' almost exclusively with municipalities, Perkins is keenly aware of the design parameters and
other areas needing investigation and coordination in the design of any roadway project. He
' has recently completed the project management and design of several thoroughfare/roadway
projects including, drainage, water, and sewer improvements for the City of Irving. These
project(s) involved careful coordination with the City and adjacent businesses relative to
proposed grade changes and their effect on existing driveways and related ingress-egress during
construction operations.
Mike Jones will be TNP's project manager for the Wrangler Drive project. Mike has
_ not only been involved in the design and management of many thoroughfare and roadway
projects for TNP, but his vast knowledge in the areas of hydrology and hydraulics make him
_ a valuable asset to the TNP team.
rEAGUE NALL AND PERKINS, INC.
Each of these TNP team members will be directly involved in any meetings held with
the City staff regarding the project, and both men will be available to meet with the City
Council and/or citizen groups regarding details of the project and in the preparation of verbal
and/or written project status reports as requested during the course of the assignment.
Part of any effective project management plan is the degree of quality control maintained
during the course of the project. Following the TNP organization chart, we have also enclosed
a copy of TNP's Design Quality Control Plan which is implemented by the firm on all major
projects. This plan has been a valuable tool in the firm's ability to provide quality professional
engineering design and construction plans which are recognized by all of TNP's municipal
clients as well as contractors for their clarity, accuracy, and completeness.
-- The TNP street and drainage project engineer will be Delvin Black. Delvin has recently
completed the design of four (4) complex thoroughfare projects and one delicate drainage
-- project for the City of Irving. Each of these projects is similar in nature to the Wrangler Drive
project in that they abut business/industrial facilities. Delvin has a keen awareness for details
' in every project he undertakes, and his background in roadway design and storm drainage
projects will make him a key team member for this project.
TNP's water system project engineer will be Ty Hilton. Ty has completed the design
of numerous major water and sewer projects undertaken by TNP. The City of Fort Worth
Water Department is very complimentary of the innovative design approaches that Ty has
utilized in several of the water and sewer projects completed by TNP for the City. His 8 years
of experience in water and wastewater design projects also makes him a valuable asset to the
TNP team.
Wayne Fowler will provide all hydraulic and hydrologic design calculations for the
-- project which will be used in the design of all storm drainage facilities along the project route.
His background has been concentrated in this field, and his thoroughness in evaluating drainage
-- problem areas will enhance the team's goal of producing an efficient drainage system for the
rEAGUE NALL AND I~ERKIN$, INC.
project area as well as necessary considerations to the effects of this system on existing and
future drainage systems, a key element in the design of any drainage project.
Should the City elect to have a storm water pollution prevention plan prepared by TNP
for this project, the team will utilize the services of Teri Jones. Her background in
environmental projects and her state-of-the-art familiarity with NPDES policies and regulations
will be of great benefit to the team in the design of such a system for this project.
The other TNP team members that will be utilized for the project are Larry Colvin,
Carol Underwood, and Don Morris (CADD/Draftsmen). These three (3) team members can
efficiently produce CADD-prepared construction plans. They are intimately familiar with TNP
design standards and the elements required to produce quality, readable plans. They will be
_ assigned to this project as a priority over other projects, and other draftsmen will not be used
as fill-ins on the project for these three team members.
Connie Fleming will provide all of the clerical assistance on the project including
-- correspondence, estimates, right-of-way/easement descriptions, contract documents, and
specifications. She has over 11 years of experience, and she produces quality work with the
' firm's word processing equipment.
TEAGUE NALL AND PERKINS, INC.
-- TNP'S PROJECT ORGANIZATION CHART
FOR
WRANGLER DRIVE
-- TEAGUE NALL AND PERKINS, INC.
I I I I I I I I i I I I I I I I I I I
PRO,JECT ORGANIZATION 0HART
WRANGLER ROAD
(BELT LINE ROAD TO FREEPORT PARKWAY)
JPRINCIPAL-IN-CHARGE
~) d. RICHARD PERKINS, P.E.
~~/~._.~._ Experiencei 32 Years
The City With A S.utiful Future PROJECT MANAGER
MICHAEL A. JONES, P.E.
Experience: 18 Years
J I
FIELD SURVEYS/ROW & ESMT PARCELS C. TY HILTON, P.E.
DELVIN E. BLACK, P.E. TEAGUE NALL AND PERKINS, INC. Experience: 8 Years
Experience: 28 Years
I , I
HYDRAULICS/HYDROLOGY CADD/DRAFTING SUPPORT STORM WATER POL. PREVENTION PLAN,
WAYNE E. FOWLER, P.E. LARRY COLVIN, DON MORRIS & TERI D. JONES
Experience: 13 Years CAROL UNDERWOOD iExperience: 3 Years
Total Experience: 44 Years
i /
GEOTECHNICAL INVESTIGATIONS J CLERICAL SUPPORT
(Firm selection made during JSIGNALIZATION I CONNIE FLEMING
Contract Negotiations w/City) BARTON-ASCHMAN Experience: 11 Years
IZ~,~ TEAGUE NALL AND PERKINS
CONSULTING EN~tlNEEFIS
,STORM WATER POLLUTION PREVENTION
PLAN PROVIDED ONLY IF REQ'D. BY CITY
TNP'S DESIGN QUALITY CONTROL {DQC) PLAN
TEAGUE NALL AND I~ERKIN~, INC,
TNP'S DESIGN QUALITY CONTROL (DQC) PLAN
Major projects are separated into 5 stages of engineering and the individual procedures
associated with each. A brief outline of the various steps incorporated into our project quality
- control plan follows:
I. CONCEPT
A. Concept meeting with Client and TNP's Project Management team leaders.
' B. Design team selection by TNP's Project Manager*
1. Project Engineer
' 2. Design Engineers
3. CADD/Drafting Staff
4. Field Representative (if required by Contrac0
C. Establish schedules
1. Design schedule
2. Review schedule (preliminary 50%, 100%)
D. Prepare budget
- H. PRELIMINARY DESIGN
A. Prepare graphic/schematic design presentation, outline specifications,
' preliminary cost estimates and identify critical path items.
B. Revise/update schedules and budget.
C. Establish tasklist for each discipline as required.
1. Civil
2. Architectural
-- 3. Mechanical
4. Electrical
5. Structural
D. Schedule weekly team meetings to monitor progress; minutes of meetings to be
forwarded to client; client representatives welcome at all meetings.
E. Meet with Client for approval to proceed.
*Already completed for Wrangler Drive project.
TEAGUE NALL AND PERKINS, INC.
HI. DESIGN DEVELOPMENT
A. In-house design and coordination review (50%).
-- 1. Review of drawings and specifications by Project Engineer(s) (red mark-
up).
-- 2. Review of red mark-ups by Project Manager (green mark-up).
3. Issue project checklist.
4. Revise/update project schedules and budget.
B. Client review (50%).
1. Plans - basic design complete.
2. Specifications - general requirements complete; technical specifications
_ for major items.
3. Submit base design calculations.
C. Team discussion.
-- 1. Monitor progress.
2. Major comments or changes.
3. Innovative design alternatives.
IV. FINAL DESIGN
_ A. In-house technical review (100%) by Project Manager, Project Engineer(s), and
Field Representative (if applicable).
-- 1. Plans - technical content.
2. Specifications - general and technical complete.
3. Final cost estimate.
' B. Transfer all review comments to single check set; have Project Manager and
Project Engineer(s) verify transfer of information (red mark-up).
TEAGUE NALL AND PERKINS, INC.
C. In-house coordination review (100%) by Project Manager.
1. Review coordination of plans and specifications between disciplines.
_ 2. Review checklist compliance.
3. Verify agency and permit requirements.
4. Establish overall consistency.
-- D. Client review (100%).
1. Submittal of final review plans and specifications.
2. Submittal of bound copy of final design calculations/parameters.
V. CONSTRUCTION ADMINISTRATION
_ A. Schedule pre-construction meeting with Project Manager, Project Engineer(s)
and Field Representative.
-- 1. Construction timetable
2. Construction methods
3. Special concerns
' 4. Verify permit requirements
5. Determine inspection and testing requirements
B. Schedule pre-construction conference with Contractor and Client.
1. Workmanship
_ 2. Payments
3. Inspection reports
4. Special concerns
' 5. Shop drawing review
C. Management surveillance: Assign single source responsibility to field inspection
' supervision.
TEAGUE NALL AND PERKINS, INC.
E
-- SECTION E
General Methodology in Undertaking Project/Completion Schedule
TEAGUE NALL AND PERKINS, INC.
SECTION E - GENERAL METHODOLOGY IN UNDERTAKING PROJECT/
_ COMPLETION SCHEDULE
-- TNP has reviewed the objectives of the RFP and the supplemental data provided by
the City, and we have divided this project into four (4) major work phases which address the
-- basic "Scope of Work" for roadway/water line projects. The methodology to be used by TNP
to properly design and administer the Wrangler Drive project is shown in detail with the
' following outline. A more detailed technical approach to specific design parameters and
details of the project is found in Section F of this Proposal.
A. Preliminary Design
1. Set up pre-design conference with City staff, and all potentially affected
utility companies to facilitate the alignment plan and any corresponding
utility adjustments/relocation for the proposed Wrangler Drive
roadway, Airline Drive/Belt Line Road signalization, storm drainage
_ improvements, and related 12" water line.
2. Gather all available information (including existing utilities/rights-of-
_ way/easements/deeds and construction plans of existing facilities) and
assimilate the data and design criteria for the project.
-- 3. Provide complete field design surveys in CAD format for preparation
of construction plans, including establishment of sufficient horizontal
-- and vertical control for future construction staking by the Contractor.
Contact affected utility companies and arrange to have their
' underground facilities marked prior to commencing field surveys.
4. Make evaluation, with assistance from City Staff, of existing water,
sewer, and drainage master plans to ascertain any need for additional
facilities (utilities) along the route of the proposed roadway, and/or the
need for utility relocations and/or upsizing of existing drainage facilities
E-1
rEAGUE NALL AND PERKINS, INC.
separate from the Wrangler Drive project.
-- 5. Provide evaluation of possible design/route alignment alternatives and
review effect of proposed improvements on adjacent property owners.
(This effort should be minimal due to the current right-of-way
alignment of Wrangler Drive.)
' 6. Coordinate with selected geo-technical subconsultant to provide soil
borings along the project route. Prepare pavement design and
stabilization material and rate of application recommendation.
7. Prepare engineering study to include preliminary layouts, cost estimates,
design alternatives, and report with design recommendations. Meet with
City officials for review and authorization to commence final design.
8. After City review, meet with citizens and business owners if necessary
to present preliminary plans and seek their comments and input prior to
commencing final design.
B. Final Design
1. Prepare final design and complete construction drawings (Scale:
-- 1" =20').
We believe that the client is best served on this type of construction
' project with plans at a scale of 1" =20'. Often plans for a project in a
developed area can look cluttered and certain items overlooked by the
Contractor during construction when plans are drawn at a smaller scale,
i.e. 1" =40' or smaller. (See preliminary plan-profile strip map derived
from previously prepared mapping project attached as a supplement to
this Proposal). In order to minimize the size of the exhibit submitted
with the Proposal, this exhibit is plotted at 1" = 40'.
In addition to specific items addressed in the preliminary phase, TNP
E-2
TEAGUE NALL AND PERKINS, INC.
will prepare the final roadway design with particular attention being
paid to providing for drainage, water and sewer stubouts/extensions of
adequate size to service areas of future development and/or
reconstruction. The design activities will also include an on erosion
control plan if required.
Also, design efforts will center around the need to minimize traffic
interruption to businesses in the construction area, and a traffic control
plan will be included in the construction plans if the project so dictates.
2. Research property ownership and prepare all right-of-way and
drainage/utility slope easement documents as needed for construction
_ improvements.
3. Prepare complete construction specifications and contract documents.
- 4. In-house review of plans and specifications and required right-of-
way/easement documents.
-- 5. Prepare final quantity takeoffs and estimates.
6. Submit construction plans to all utility companies which have facilities
' within the project area to make final evaluation of any potential
conflicts with their facilities and the proposed construction. Initiate
' project schedule for coordination of all utility relocations required.
7. Submit plans and right-of-way/easement documents to City for final
review.
8. Meet again with City staff for final input and obtain City approval of
construction plans, specifications, right-of-way/easement documents,
and contract documents.
_ C. Bidding
_ 1. Prepare all necessary City forms required for bid package including
general conditions, supplementary conditions, bid invitation,
E-3
TEAGUE NALL AND PERKINS, INC.
instructions to bidders, and all other necessary forms required for
complete City compliance.
2. Assist City in the advertisement for bids--prepare Notice to Bidders for
required newspaper advertising--and place notice with Texas Contractor
magazine and Dodge Report.
3. Provide all necessary copies of plans and specifications for prospective
bidders and provide opportunity for a pre-bid meeting if deemed
necessary by the City.
4. Assist the City in opening, tabulating, and analyzing the bids, and make
recommendation of contract award to City after making check of
_ equipment on hand, financial status, and previous work references of
Contractor.
ALTERNATE SERVICES: (The following services were not included in the RFP, but
-- can be provided by TNP if needed by the City).
-- A1. Review status of any proposed subcontractors to the general contractor
with City staff and come to agreement as to acceptable subcontractors.
' A2. After selection of contractor and award of contract, assist in the
preparation of contract documents, including contract, performance,
payment, and maintenance bonds and all other related City forms
required to initiate construction on the project.
A3. If required, prepare Notice of Intent (NOI) for submittal to EPA for the
NPDES permit.
D. Construction. (This Section may need modification or may be partially
eliminated based upon the information provided in the RFP. However, TNP
_ can and will provide any or all of these services if needed by the City. Items
9 and 10 are specifically requested in the RFP).
' E-4
TEAGUE NALL AND PERKINS, INC.
1. Arrange pre-construction conference with City staff, TNP, Contractor,
' and all affected utility companies.
2. Review construction schedules prepared by the Contractor; review and
prepare monthly estimates of cash requirements for work completed by
the Contractor.
3. Provide all required construction staking, if required by City-TNP
contract.
4. Provide periodic field representation and/or construction inspection and
monitoring of construction progress.
5. Consult and advise the City regarding the need for any contract change
_ orders, and prepare change orders as required for City approval.
6. Be available for interpretation of plans and specifications as may be
- required by Contractor in the field. This will be accomplished by either
the Project Manager, Project Engineer(s), or Construction Inspector of
- the TNP office staff.
7. Prepare and process monthly and final pay requests from Contractor to
' the City.
8. Provide, in conjunction with the City, a final inspection of the project
and provide "punch list" of deficient items to Contractor.
9. Revise construction drawings as necessary to adequately reflect any
revisions in the construction from that which was represented on the
plans and/or specifications.
10. Provide City with one (1) set of mylar reproducible "Record Drawings"
within 30 days after completion of the project.
TEAGUE NALL AND PERKINS, INC.
E. Construction Plan Preparation.
TNP will provide design and construction plans for the Wrangler Drive
roadway reconstruction and the Airline Drive/Belt Line Road signalization
project with the use of the firm's CADD systems. The various TNP work
station equipment that will be utilized is found of the last page of this Section
of the Proposal.
The TNP team has vast experience in the utilization of HEC-1 and
HEC-2 in the analysis of watersheds and the design of storm drainage systems.
_ TNP will utilize their personal computers (PC's) to analyze the
hydrology/hydraulics related to all drainage design for this project.
TEAGUE NALL AND PERKINS, INC.
PROJECT TIME SCHEDULE
_ (Wrangler Drive)
TEAGUE NALL AND PERKINS, INC.
PROJECT TIME SCHEDULE
We have prepared an estimate of the total time required to complete each element of the
-- design, bidding, and construction of Wrangler Drive and the Airline Drive/Beltline Road
project. This information is depicted in the bar graph on the following page and the
-- commencement of the schedule is based on a contract award date to TNP of May 14, 1996.
' After receipt of the "Notice to Proceed", we anticipate the preliminary meetings,
evaluation/design, construction plans, specifications, final approval by the City of Coppell,
' utility relocations, and rights-of-way/easement acquisitions to be completed in approximately
7 months. The right-of-way/easement acquisition process is the most unpredictable element of
this schedule estimate because of the uncertainty of property owner cooperation in negotiating
the parcels required. However, we would assume that most, if not all, of the adjacent owners
would be greatly in favor of this project because of the improvement it provides to the affected
businesses along the project route. Construction of the entire project is anticipated to be
completed approximately 6 months after the project is placed out for bids. The overall time
_ schedule from engineering contract award to the end of construction of the project is, therefore,
expected to span approximately 13 months.
The TNP team assigned to this project will commence immediately on the assignment
-- and will maintain a commitment of staying on the project in order to meet the City's established
time schedule. Should overtime be required at any time during the course of the project in
' order to meet intermediate deadlines (meetings, reports to City staff/Council, etc.), the TNP
staff is also committed to that effort, and the City will not pay any premium for that overtime
commitment.
TEAGUE NALL AND PEFIKIN$, INC.
II
ESTIMATE OF PROJECT SCHEDULE FOR
DESIGN &CONSTRUCTION ENGINEERING SERVICES
FOR
The City With A Beoutiful Future
WRANGLER DRIVE & AIRLINE DRIVE/BELT LINE ROAD
(Belt Line Rood to Freeport Pkwy.) (Signolizotion)
DESCRIPTION OF PROJECT TASKS
A. PRELIMINARYPHASE ]""" TOTAL LENGTH OF PROJECT (13 MONTHS)
1. PRE-DESIGN CONFERENCE
2. TECHNICAL DATA GATHERING
3, PROVIDE DESIGN FIELD SURVEYS
4. ENGR. STUDY, (ALIGNMENT), LAYOUTS,
ESTIMATES & REPORT.
5. CITY REVIEW
B. DESIGN PHASE
1, PREPARE FINAL DESIGN
2. DEED RESEARCH FOR EASEMENTS/R.O.W.
3. PREPARE EASEMENT R.O.W. DOCUMENTS
4. FINAL CITY REVIEW
5. PREPARE FINAL PLANS &
CONTRACT DOCUMENTS
6. UTIL. RELOC. & ESMT./R,O.W. ACQUISITION
C. BIDDING PHASE
1. ADVERTISE FOR BIDS
2. OPEN, TABULATE & REVIEW BIDS AND
EXECUTE CONTRACT DOCUMENT
EST. COMPL. CONSTR.
D. CONSTR. PHASE (TNP INVOLV. LIMITED) 6/01/97
1. PRE-CONSTRUCTION CONFERENCE
2. CONSTRUCTION STAKING
,.3. CONSTRUCTION & ADMINISTRATION
5/14/96 7/15/96 9/15/96 11/15/96 1/15/97 3/15/97 5/15/97 7/15/97
~ ENGR. DESIGN SERVICES (PREL. & DESIGN PHASES,') NOTE: ACQUISITION OF R.O.W. ESMT'S. MAY AFFECT
TIME SCHEDULE FOR DESIGN & CONSTR. COMPLETION.
~ (.,Do,.~ PHASE) ~ TEAGUE NALL AND PERKINS
NOTE: SIGNALIZATION PROJECT NOT SHOWN SEPARATELY
C 0 N 8 U L T I N G E N G I N E E R 8 AS CONSTR. WILL BE ACCOMPLISHED TOTALLY DURING
~ CONSTR. & ENGR. ADMIN. SERVICES (CONSTR. PHASE) ROADWAY CONSTRUCTION SCHEDULE.
E-9
,INCLUDES GEOTECHNiCAL INVESTIGATIONS
-- TNP COMPUTER EQUIPMENT
E-IO
TEAGUE NALL AND PERKINS, INC.
TEAGUE NALL AND PERKINS, INC.
_ Computer Equipment
To provide our clients with accurate, timely, and creative design and planning solutions, Teague
Nall and Perkins, Inc. utilizes computer technology in all aspects of our operations. AutoCAD
and Softdesk, two computer Aided Design and Drafting packages, allow us to produce
construction plans and maps more accurately than traditional manual techniques. Data base and
-- spreadsheet programs are used as needed for organizing information and number crunching.
All of our work is done on micro-computers, using industry standard programs to insure
' compatibility with our clients and fellow design professionals. The following is a partial listing
of our computer equipment and programs:
Computer Hardware:
_ ® 486/66 Computers w/850 mg Hard Disks (Total of 8)
® Pentium 120 Computers w/1.2 gig Hard Disks (Total of 11)
-- ® Pentium 133 Computers w/l.2 gig Hard Disks (Total of 7)
* Hitachi Color Monitor (19") with High Resolution Graphics Card
-- * Samsung Color Monitor (17") with High Resolution Graphics Card
* 14" & 15"Color Monitors with High Resolution Graphics Cards (Total of 24)
' * Summagraphics Digitizers (1-36" x 48" and 1-18" x 24")
· Hewlett Packard 7595 Draftmaster I "E" Size Plotter
· Hewlett Packard 650C Inkjet Color Plotter
· Hewlett Packard 755C Inkjet Color Plotter
Computer Software:
· AutoCAD (Release 12)
· Word Perfect 6.1 (Word Processing)
· QuattroPro (Spreadsheet)
· Lotus 123 (Spreadsheet)
· THYSYS (Texas Highway Dept. Hydraulic Programs)
· KYPIPE (Kentucky Pipe Method for Pressurized Flow)
_ · CYBERNET (KYPIPE in Combination w/Graphics Capabilities for Water
Systems)
-- E-11
TEAGUE NALL AND PERKINS, INC.
HEC-1 and HEC-2 (COE)
ProHEC 1 and ProHEC2 (Dodson Assoc. Software; Editor & Enhanced
Graphics Package)
HYDROCALC - Hydrology (Dodson Associates Software)
HYDROCALC - Hydraulics (Dodson Associates Software)
Softdesk (formerly DCA) Design Package (COGO, Cross-Sections, Grade
Design, DTM, etc.)
SCS Hydrology Programs
Flow Master (Haestaad Software)
In-house Drainage Design Programs
_ E-12
-- TEAGUE NALL AND PERKINS, INC.
F
SECTION F
Technical Approach to the Project Design
TEAGUE NALL AND PERKINS, INC.
SECTION F - TECHNICAL APPROACH TO THE PROJECT DESIGN
In Section E of this Proposal we have provided some of the general methodology in
completing a project of this nature. This Section of the Proposal is geared more toward the
specific technical approach to be taken by TNP in this project. Special emphasis has been given
to some of the known design parameters and challenges presented by the Wrangler Drive
project.
First of all, we understand the scope of the design effort to include the following major
elements:
Design of a two-lane undivided roadway with a basic width of 40 to 44 feet
from face-to-face of curb within 65 feet of right-of-way (Wrangler Drive - Belt
Line Road to Freeport Parkway). Construction of the portion of the roadway
through the area at the west end of the project in which no right-of-way exists
is undecided at this time, but the roadway design will extend through this area
regardless of that decision.
Design of related storm drainage facilities which will be required to: (1) alleviate
current drainage problems, and (2) accommodate the proposed roadway design
and construction. (The drainage along the north side of Wrangler Drive and the
east end of the project is particularly critical, and it will need to be coordinated
with the existing and future storm drainage improvements north of the roadway
as this area continues to develop).
Design of a 12" water main from the west end of the existing 12" line at Coppell
Middle School West, West to connect to the existing 12" water line stubout at
Freeport Parkway. (See separate attachment noted in the Appendix J.2 of this
Proposal).
Design of a traffic signal system at the intersection of Airline Drive and Belt
Line Road. Design will include synchronization with the existing traffic signal
F-1
TEAGUE NALL AND PERKINS, INC.
system at the Wrangler Drive/Belt Line Road intersection to provide better
traffic control (congestion mitigation) along Belt Line Road and at these two
intersections for traffic movements onto and off of Belt Line Road.
Preparation of right-of-way and/or easement documents for the project. CNo
right-of-way exists at far west end of project).
The inclusion (design) of some sanitary sewer system improvements (extensions)
are also being considered by the City staff.
Pre-Design Conference:
Upon successful negotiation of an engineering services contract for the project between
TNP and the City of Coppell, a pre-design conference will be initiated for the purpose of
introducing team members to the City staff and establishing points of contact between the TNP
principal-in-charge and project manager and City staff personnel responsible for the various
aspects of the project design.
It is also recommended that all affected utility companies be urged to attend this meeting
for the purpose of providing early notification of the City's intent to construct the project. Each
utility representative will be requested to furnish system maps at the meeting which depict the
general location of their facilities within the project area.
The meeting will also be held for the purpose of confirming design intent and scope,
design parameters, and to establish times during the design which would serve as interim review
points. Minutes of this meeting and all review meetings will be prepared by TNP and
distributed to all attendees. TNP may also schedule additional meetings during the course of
the design if it offers an expedient way to resolve an issue or to keep the project moving.
F-2
TEAGUE NALL AND PERKINS, INC.
Technical Data Gathering:
TNP will collect and assemble all available construction plans for related water, sewer,
storm drainage, right-of-way, and intersecting street facilities; maps and/or plans from affected
utility companies (Lone Star Gas, GTE telephone, TU Electric, and Paragon Cable); any
planning studies prepared by the City related to the project; other landscaping and irrigation
plans for the area; any water, sewer, and storm drainage master plans or other pre-design
studies related to this project prepared for the City; and existing topographic maps of the project
area which will be used in the preparation of drainage calculations and as an aid in the
delineation of drainage areas and sub-drainage areas for the project. (TNP prepared these maps
for the City last year and has copies of same and detailed familiarity with these maps.)
Other data gathering that will be especially critical to the drainage design includes
watershed information such as zoning, land use, future land use, soil permeability, etc., COE
data, FIRM maps, and any other data that might affect runoff or the disposition of that runoff.
Design Field Surveys:
TNP will obtain design field surveys with its own in-house crew(s) along the entire route
of the project corridor as well as at the intersection of Airline Drive and Belt Line Road
(signalization project). Horizontal cross-sections and data collection of topographic features and
vertical elevations will extend far enough north and south of the Wrangler Drive centerline to
provide adequate coverage for the fully expanded roadway [even beyond the limits of the
proposed right-of-way so as to provide sufficient dam for final design grades as related to
drainage design for the project]. The surveys will also include cross-sections/topo of all
existing side streets and driveways for a required length in order to provide adequate transition
design/construction of these facilities to the new roadway.
Additional field survey coverage will include areas of required grading and/or offsite
F-3
TEAGUE NALL AND PERKINS, INC.
drainage facility extensions upstream and downstream of proposed transverse drainage
structures.
Sufficient surveys will also be made to tie-in the permanent improvements at the
Wrangler Drive/Freeport Parkway intersection and the Wrangler Drive/Belt Line Road
intersection. A dam collector will be used in the field to transfer field surveys directly to
AutoCAD format for use by the design team. TNP will provide these map revisions (including
new updated mylar plots of City grid sheets B-6 and C-6) as a part of the "Record Drawing"
submittal for this project.
Preliminary/Final Design:
Since there are three (3) basic elements of construction in this project (water, paving,
and drainage), we have separated each into the various items of technical approach required in
their design.
A. Roadway Design.
Provide geotechnical investigation to be used in design of roadway
paving section.
Determine, with City assistance, the proposed roadway width.
Determine horizontal roadway alignment based on available right-of-way
with an eye towards minimizing additional right-of-way acquisition. The
proposed roadway is relatively straight; therefore, meeting minimum
requirements for horizontal curvature should not be a factor in the design
of Wrangler Drive. The only area of consideration, it appears, would be
at the Wrangler Drive/Freeport Parkway intersection in which it will be
important to orient the roadway to be approximately 90° to the existing
Freeport Parkway roadway.
F-4
TEAGUE NALL AND PERKINS, INC.
Prepare design of preliminary vertical grades for roadway.
Some of the key factors and elements in this project that will require
special consideration during the alignment and grade design are:
TNP plans to provide the evaluation of traffic flow to determine
the length of storage for possible left turn lanes at the two
intersections at each end of the project.
Evaluation of sight distance requirements (K-factors) for vertical
curves. Sight distances are very critical on this project due to the
truck traffic, intersecting streets, and driveways. Final grade
design may dictate the partial rebuilding of side streets and
driveways to acquire a proper transition to the new roadway.
There may be some utilities within the project area in which as-
built construction plans will not be available. For those situations
TNP will request that these lines be uncovered (deholed) by the
responsible parties in order to accurately determine the depth of
these facilities in relation to the proposed street, water, and storm
drainage grades.
Determine right-of-way and/or easement needs (including possible corner
clips at intersections at each end of the project), and prepare right-of-way
map and field notes for right-of-way and/or easement acquisitions by
City.
Provide evaluation of utility relocation and/or adjustment needs along
route of roadway. Notify utility companies of adjustments required and
provide construction plans for their use. Incorporate utility relocations
of City-owned facilities, if required, into construction plans.
Prepare a traffic control/detour plan to be utilized during construction.
F-5
TEAGUE NALL AND PERKINS, INC.
8.
9.
10.
11.
12.
Prepare a pavement marking plan, if needed.
Prepare an illumination plan if required by the City.
Provide a signalization plan for the Airline Drive/Belt Line Road
intersection.
Prepare a preliminary design report including layouts and cost estimates
for review by the City prior to commencing final design.
Incorporate City comments from preliminary design report into final
design of roadway and signalization projects. Complete final design of
projects, prepare contract documents and project specifications, and
submit to City for final review.
B. Storm Drainage Design.
Develop a drainage area map with sufficient sub-drainage areas to allow
for proper determination of hydrology and for the purpose of proper
hydraulic evaluation at pertinent locations. Rather than relying totally on
available contour maps depicting these watersheds, TNP will use these
as a guide, but will "drive out" each drainage area to establish accurate
areas that contribute to the proposed storm drainage systems for the
roadway project.
Prepare a drainage area calculation sheet (to be included in the
construction plans) that determines total and combined flows with each
sub-drainage area. Develop the hydrology for each area based upon the
Rational Method for smaller areas and hydrographs for larger drainage
areas.
Prepare an hydraulic calculation sheet (also included in the construction
plans) that establishes hydraulic grade lines for each pipe/culvert within
the storm drainage system.
F-6
TEAGUE NALL AND PERKINS, INC.
Prepare a curb inlet calculation sheet (also included in the construction
plans) that identifies the capacity of, and flow into, each inlet in the
system.
Evaluate existing drainage systems upstream and downstream of the
project area.
Prepare storm drainage system design based upon City of Coppell
drainage criteria for all curb inlets, inlet leads, junction boxes, manholes,
cross-drainage structures (box culverts and/or pipe), etc., and assess
possible design alternatives relative to cost efficiencies and related effect
on additional easement/offsite grading needs. Design of all facilities
shall be based on the design frequency storm agreed upon between TNP
and the City. However, in all cases, TNP will evaluate the effects of a
100-year storm as it relates to all drainage system design (especially in
low-point areas).
During the course of the design, undersized outfall facilities may be
encountered. If so, these situations will be evaluated to determine if
detention/retention facilities, paralleling pipes, or pipe removal and
replacement may be needed.
It may also be necessary in the meshing of old facilities with new
facilities to design special junction structures, special transition
structures, or special erosion control measures.
Evaluate, in conjunction with previously obtained geotechnical report,
the presence of any subsurface ground water that would dictate the need
for possible subdrain systems that could be connected to the proposed
storm drainage system.
Design a trench repair section for existing paved areas that will be
disturbed during construction.
Address trench safety per current OSHA standards.
Determine easement (slope and/or utility) needs for any offsite facilities
F-7
TEAGUE NALL AND PERKINS, INC.
and/or grading, and prepare documents for same.
Two of the most obvious areas for special drainage evaluation as noted when
driving through the project area are: (1) the paralleling earthen drainage channel
on the north side of Wrangler Drive at the east end of the project and (2) the
apparent drainage system deficiency at the far east end of the project.
12" Water Line Design.
e
Design grade of proposed main to be compatible with final grade design
of Wrangler Drive and related storm drainage and other existing water
and sewer facilities. Design should attempt to clear all other
underground pipes vertically by a minimum of 18 inches.
Provide adequate separation between proposed water main and existing
sewer facilities along project route in accordance with Department of
Health requirements.
Evaluate different water pipe materials and embedment considerations for
varying line depths.
Design should include details of special crossings of storm drainage
facilities and sanitary sewer lines.
Provide design calcs and methods for thrust restraint of 12" fittings based
on anticipated soil bearing strengths, alignment, pipe material, surge
pressures, and cost.
Design a trench repair section for existing paved areas that will be
disturbed during construction.
Address trench safety and erosion control per current OSHA and State
standards.
F-8
TEAGUE NALL AND PERKINS, INC.
D,
Signalization Design
1. Determine signal foundation locations for intersection based on
evaluating locations of existing underground utilities.
2. Design signal equipment based on traffic counts and desired traffic
movements.
3. Provide direct connection with Wrangler Drive/Belt Line Road
signalization system in design, and synchronize equipment at two (2)
intersections.
4. Provide route design of conduit boring after review of existing
underground utilities.
5. Establish locations for pull boxes and traffic controller.
6. Determine mast arm lengths needed and locations for signal heads.
7. Prepare specifications for equipment and construction requirements and
assemble in contract documents.
Final City Review:
Upon completion of the design and construction plans for both projects, copies of same
will be provided to the City for their final review. Copies of contract specifications and bid
proposals will also be provided to the City for review at this time.
Prepare Final Plans and Contract Documents:
After City review is completed, TNP will address the review comments, make necessary
plans/spec./contract document revisions, and resubmit the final plans and contract documents
to the City for bidding. Due to the varied nature of the two (2) projects
(roadway/drainage/water and signalization), we would recommend that separate bids be
obtained for each project.
F-9
TEAGUE NALL AND PERKINS, INC.
G
SECTION G
List of References of Similar Work
TEAGUE NALL AND PERKINS, INC.
SECTION G - LIST OF REFERENCES OF SIMILAR WORK
The following page provides a list of municipal/governmental clients for which TNP has
or is currently providing consulting engineering services. Regarding work similar to the
Wrangler Drive project and related storm drainage, signalization, and 12" water line, we would
urge you to contract any or all listed references of the following agencies: (The names and
phone numbers of their representatives are found in this same client reference list.)
City of Benbrook
City of Crowley
City of Dalworthington Gardens
City of Euless
City of Forest Hill
City of Fort Worth
City of Hurst
City of Irving
City of Mansfield
City of North Richland Hills
Town of Pantego
City of Waco
City of Weatherford
TEAGUE NALL AND PERKINS, INC.
PUBLIC SECTOR CLIENT REFERENCE LIST
(Municipalities and Governmental Agencies)
We offer the following names and phone numbers of some of our current active clients. We
would r~xg_e you to call any or all of these people regarding the level of quality and timely
service we are providing.
Name/Title
David Gattis
Community Dev. Coord.
Frances Johnson
City Secretary
Jim Caswell
City Engineer
Tim Tumulty
City Engineer
Jim Foster
City Engineer
Howard Pafford
Water Util. Super.
Jim McDonald
Dir. of Public Works
Greg Shugart
City Secretary
Jerry Clark
City Engineer
Paul Kruckemeyer
City Engineer
Vacant at this time
Dir. of Public Works
Client Phone
City of Benbrook
City of Blue Mound
City of Burieson
City of Carrollton
City of Colleyville
City of Coppell
City of Crowley
City of Dalworth-
ington Gardens
City of Denton
City of Euless
City of Forest Hill
(817) 249-3000
(817) 232-0661
(817) 295-1113
(2 14) 466-3200
(817) 577-7587
(214) 304-3551
(817) 297-1851
(817) 274-7368
(214) 434-2538
(817) 685-1629
(817) 568-3000
TEAGUE NALL AND PERKINS, INC.
Name/Title
Dallas Williams
Deputy Dir. T/PW
Peter Fu
Ch. Wastewater Engineer
Robert Price
Admin. Engineer
Bo McDaniel
City Manager
Ron Haynes
Dir. of Public Works
Bob Chapman/Deputy
Dir. of Public Works
Mike Barnes
City Engineer
Chris Burkett
Ass't. City Manager
Mike Curtis
C.I.P. Project Manager
Larry Smith
City Manager
Jim Quin
City Manager
Don Day
Program Coordinator
Bill LeGrand
Public Works Director
Joe Mayfield
Dir. of Engineering
James Dickason
Dir. of Utilities
Client
City of Fort Worth
City of Fort Worth
City of Grapevine
City of Highland Village
City of Hurst
City of Irving
City of Keller
City of Mansfield
City of North Richland
Hills
Town of Pantego
City of Richland Hills
Tarrant County
Town of Trophy Club
City of Waco
City of Weatherford
TEAGUE NALL AND PERKINS, INC.
Phone
(817) 871-7901
(817) 871-8438
(817) 481-0371
(214) 317-2558
(817) 788-7075
(214) 721-2611
(817) 431-1055
(817) 473-9371
(Ext. 272)
(817) 581-5525
(817) 274-1381
(817) 595-6600
(817) 338-9129
(817) 430-1865
(817) 756-6161
(8 17) 598-4250
H
SECTION H
General Qualifications Related to Roadway/Storm Drainage/Water Line Design
TEAGUE NALL AND PERKINS, INC.
SECTION H - GENERAL QUALIFICATIONS RELATED TO ROADWAY/STORM
DRAINAGE/SIGNALIZATION/WATER LINE DESIGN
Teague Nail and Perkins, Inc. (TNP) has had the privilege of providing design and
construction administration services for various types of roadway, drainage, signalization, and
water line projects for numerous municipal/governmental clients with varying levels of
sophistication. We have provided a representative list and description of these projects at the
end of Section B of this Proposal. Many of these projects have included a scope of services
similar in nature to the Wrangler Drive roadway, storm drainage, and 12" water line project and
the Airline Drive/Belt Line Road signalization project. Therefore, we are confident that TNP
can offer a thorough, comprehensive design of both of these projects for a fair and reasonable
price.
We offer for your consideration a list of other general qualifications which we believe
make TNP an excellent consultant to provide the services required for these two (2) projects.
TNP always has a principal of the firm directly involved with, and in charge of
each project. We have included an organizational chart at the end of Section D
of the Proposal that depicts the individuals which will be utilized on this project
and their respective areas of responsibility.
The TNP project manager, Michael A. Jones, has driven the route of the project
to evaluate some of the design considerations and the details and specifics of the
City's needs in both the roadway and signalization projects. In driving through
the project area, he has noted some particular areas of concern and has made
notes regarding possible solutions thereto. Some of these areas are indicated in
the photographs found in the Appendix (Section J. 1) taken by Jones while
visiting the project site.
TNP has an excellent reputation in the provision of design services for roadway
and signalization projects· This results from a strong commitment to making
TEAGUE NALL AND PERKINS, INC.
thorough evaluations of all aspects of the problem areas detected during the
preliminary design phase of each project.
The project manager for this project, Mike Jones, has a solid background in the
provision of roadway/drainage construction projects and water line design. This
experience has been obtained through the numerous roadway and utility projects
he has completed for several municipalities as an employee and now principal of
TNP.
With a project of this nature, close coordination with the City and affected utility
companies is essential in order to meet deadlines and provide for minimal delays
and conflicts during the construction process. TNP has build its reputation on
a commitment to being available and responsive to its clients in order to insure
such a level of coordination effort.
We are confident that the City of Coppell noticed TNP's level of responsiveness
to the various items that arose during the course of the preparation of the City' s
base, topographic, and utility mapping systems.
TEAGUE NALL AND PERKINS, INC.
I
SECTION I
List and Status of Current Activity in the City
TEAGUE NALL AND PERKINS, INC.
SECTION I - LIST AND STATUS OF CURRENT ACTIVITY IN THE CITY
TNP is primarily a municipal/governmental based consulting engineering firm. The firm
has not completed any private developer work in the City of Coppell within the last year nor
in any past year.
TNP has completed one project for Coppell Independent School District in 1990. This
work included design of the storm drainage facilities, utilities, and site grading for the new
Coppell High School site.
Three (3) years ago TNP completed the second phase of the City's comprehensive
computerized mapping system which included utility (water, sewer, and storm drainage)
mapping.
Previously, the f'trm completed the first phase of that mapping system as they provided
aerial topographic mapping and base (lot, block, and tract) mapping for the City.
TNP has no other projects under contract with the City of Coppell at this time.
TEAGUE NALL AND PERKINS, INC.
J
SECTION J
Appendix
Project Photographs
Preliminary Plan-Profile Sheet (Wrangler Drive) '-
Separate Submittal -- one copy only
Sample Plan - Profile Sheets of Representative TNP Projects
Overall Project Topography/Contours -- Separate Submittal '-
one copy only
Video Cassette Depicting Aerial Flight over Project Route --
Separate Submittal -- one copy only.
TEAGUE NALL AND PERKINS, INC.
SAMPLE OF PROJECT PHOTOGRAPHS
ALONG ROUTE OF
WRANGLER DRIVE
(Belt Line Road to Freeport Parkway)
TEAGUE NALL AND PERKINS, INC.
, I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Master Water Meter at Coppell Middle School West.
I
Looking East along Wrangler just East of Enterprise Drive.
Looking East along Wrangler just West of Crestide Drive noting Driveway Culvert Pipe at
New Warehouse (North) and Roadway Culvert Pipe under Lakeshore (South).
. i
Looking West along Wrangler Drive just East of Executive Drive noting Roadway Pipe
Culvert that Discharges into Paralleling Earthen Ditch to Belt Line Road.
, I
Looking East along Wrangler Drive just West of Executive Drive noting Graded Swale/Ditch
(Drainage Problem Area) along North Side of Wrangler.
Looking South from Wrangler Drive along Lakeshore Drive.
. I
Looking West along Earthen Drainage Swale/Channel along North Side of Wrangler Drive
near Belt Line Road.
Looking Northwest at Belt Line Road/Wrangler Drive Intersection noting area to investigate
sight visibility at Northwest Corner of Intersection.
PRELIMINARY PLAN-PROFILE SHEETS
(Wrangler Drive)
Scale 1" = 40'
(Separate attached submittal)
These sheets have been generated from base, topographical, and utility mapping provided to the
City by TNP. These sheets are not for final design, as on-the-ground design surveys will be
provided by TNP for final design. However, these sheets, prepared in CAD format, can be
used for preliminary studies. Final design will be provided at a scale of 1" = 20'.
TEAGUE NALL AND PERKINS, INC.
SAMPLE PLAN-PROFILE SHEETS
OF
REPRESENTATIVE TNP PROJECTS
TEAGUE NALL AND PERKINS, INC.
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ROCHELLE BLVD
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PLAN AND PROFILE
STA 0+00 TO STA 9+50
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I I I I I I I I I I I
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595
590
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67
GRAPHIC SCALE
EAST
MANSFIELD
BROAD STREET
PLAN AND PROFILE
STA 67+00 TO 5TA 72+50
I I I I I I I I I I I I I I I I I I I
610
48
ii
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62O
LAKE SHORE
SANITARY SEWER DIVERSION
~ CITY OF WACO
IENCIk'IEEIIIHC DEPAIITf,4ENT
.q. AN/PROFIE
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C 0 N S U L T I N G E N G I N E E R S
UNIT TI' WATERLINE
610
620
WATER TRANSMISSION MAIN EXTENSION
(KS. HWY. 287)UNIT. ZZ' (V,'W,Sr-O08)
PLAN AND PROFILE
UNIT .]Z WAT~R~L~I~L ,~,
NALL AND PER~(INS
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DRAWING
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I I i I ) i I I ) I I I
DELAWARE CREEK
SAN. SEWER IMPROVEMENTS
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CURVE DATA
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NOTES cont.
420:
430 !
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TRUNK MAIN RELOCATION
1 I i I i I I I I I I t I I I I I I
MARII',tE CREE,~( HILLS MARh",IE CREEI( HILLS
SE CTIOF! lJ] F'HA,SE I
SECTIOi',I 11 PHASE l (FUTURE)
(FU TUFtE) \'
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~" WATER LINE
The City Wlth A Beoutiful Future
TEAGUE NALL AND PERKINS
CONSU LTING E NGINEERS
Celebrating 20 Years of ServiCe