ST9302-PR 920326The City With A Beautiful Future
PROFESSIONAL
SERVICES FOR
SANDY LAKE ROAD PROJECT
Engineers Selected On
Sandy Lake Road Project
...Rady and Associates, Inc. under con-
tract and ready to begin analysis and
design
The City of Coppell staff has undergone an
extensive proposal and selection process to select
the engineers for the proposed widening,
landscaping and other improvements to Sandy Lake
Road. After receiving proposals from a number of
qualified engineering firms in the metroplex, the
our best to design a project that will serve the
intended purpose and be acceptable to the residents,
elected officials and staff of the City of Coppell. ~
Rady's proposal to the city identified a time
schedule of approximately twelve months to
analyze, design and receive bids on the first phase
of the project. Included in the proposal are a series
of public meetings for the purpose of gathering
comments from Coppell citizens and listening to
their concerns. Rady has also committed to publish
regular updates on the status of the project. These
factors are an example of the firm's commitment
to quality projectS and the level of service that they
have delivered to other cities in the metroplex for
over 69 years.
city staff has recommended, and the City Council
has approved the selection of Rady and Associates, 'Sq~~surveyors, engineers or other curious
Inc. to perform the analysis, design, al~d ~k pr~[f~ion~s in and around Sandy Lake Road in
construction administration of the
p~wj~dy ~he~'-ming~onths, welcome them to Coppell and
and Associates, Inc. is based in F~Pll~~as ~lll~tlL~ipa-t6 in the process of developing a project
served municipal government~as lm~r~g ~, that all the citiZens can be proud of when it ta
engineers since 1924. The fir~ r~cently completed. '~' ~' '
completed a number of similar proj ~ts in the North
Texas area and has extensive experience in paving
and drainage improvements that will enable them
to address the needs of the residents of the area and
the city as a whole. Included in the Rady and
Associates' team is the firm of Johnson, ~ohnson
and Roy, Inc. to design the landscaping and
amenities to be incorporated into the project.
$ohnson, Johnson and Roy has recently ;ompleted
such notable projects as the Fair Park Renovation
in Dallas and is well known nationally for their
expertise in landscape design.
In an interview with Bennett Ratliff, P.E.,
Vice-President of Rady and Assochtes, Inc., Mr.
Ratliff said "... we understand and appreciate the
concern of the citizens to improve traffic flow
within and through the city without compromising
the aesthetics of the neighborhood, The city and
its citizens have put a great deal of time and energy
into making this area attractive and have an
investment that is important to protect. We will do
Sandy Lake ROad Public
Forum Scheduled
The City of Coppell will hold a public forum on
issues relating to the improvement of Sandy Lake
Road on Monday, August 2, 1993 from '7:00 to
.9:00 p.m. at City Hall.
Representatives of the consulting engineering firm
of Rady and Associates, In6, will be present to
answer questions and hear the Concerns of the
residents of the city.
This is the first in a series of meetings designated
to address the proposed improvements to Sandy
Lake Road'and the individual components of the
project. Please plan to attend and share your
information and ideas.
Rady and Associates, Inc.
Engineers.Architects.~anners
COPPI~.I.L SANDY LAKE ROAD
R&A NO. 93021
MANItOUR PROJECTION
Phase I - Conceptual Plan
1. Data Collection
2. Hydrologic/Hydraulic
Analysis
3. Water System Analysis
4. Horizontal and Vertical
Alignment
5. Design Survey
Landscape Design
Public Meetings (6)
Staff Meetings (6)
120.0 hrs. @ $65.00 $7,800.00
100.0 'hrs. @ $75.00 7,500.00
458.0 hrs. @ $65.00 29,770.00
718.0 hrs. @ $65.00 46,670.00
40.0 da. @ $600.00 36,300.00
164.0 hrs. @ $75.00
275.0 hrs. @ $80.00 22,000.00
6.0 ea. @ 2000.00 12,000.00
6.0 ea. @ 1000.00 6.000.00
Phase H- Preliminary Design
1. 2,530.0 hrs. @ $65.00
2.
Preliminary Plans
Survey - Rights-of-Way
Documents 20.0 parcels @ $935.00
3. Landscape Plan 330.0 hrs. @ $80.00
4. Irrigation Plan 54.0 hrs. @ $75.00
4. Geotechnical Investigation
5. Preliminary Cost Projection 60.0 hrs. @ $60.00
6. Public Meetings 4.0 ea. @ $2,000.00
7. Staff Meetings 6.0 ea. @ $1,000.00
Phase III - Final Design of 24" Waterline and Utility Adjustments
1. Final Plans and
Contract Documents 1,930.0 hrs. @ $67.50
2. Final Cost Projection 36.0 hrs. @ $60.00
3. Staff Meetings 2.0 ea. @ $1,000.00
$168,040.00
164,250.00
18,700.00
26,400.00
4,050.00
11,550.00
3,600.00
8,000.00
6.000.00
$242,550.00
$130,500.00
2,160.00
2,000.00
$134,660.00
D. Phase IV - Final Design of Paving, Drainage, Signalization and Street Lights
1. Final Plans and
Contract Documents 3327.0 hrs. @ $65.0 $164,250.00
2. Final Cost Projection 36.0 hrs. @ $60.0 2,160.00
3. Staff Meetings 2.0 ea. @ $1,000.00 2,000.00
4. Public Meeting 1.0 ea. @ $2,000.00 2.000.00
$222,415.00
E. Phase V - Landscape and Irrigation
1. Final Plans and
Contract Documents 1140.0 hrs. @ $60.50 $68,970.00
2. Irrigation 210.0 hrs. @ $75.00 15,750.00
3. Cost Projection 50.0 hrs. @ $60.50 3,025.00
4. Staff Meetings 2.0 ea. @ $1,000.00 2,000.00
5. Public Meetings 1.0 ea. @ $2,000.00 2.000.00
$91,745.00
F. Bidding Phase
Bid Phase UI 50.0 hrs. @ $65.00 $3,250.00
Bid Phase IV 50.0 hrs. @ $65.00 3,250.00
Bid Phase V 50.0 hrs. @ $65.00 3.250.00
~-c~-l~s L4J --/~'~,000 $9,750.00
G. Construction Administration
1. Pre-Construction 48.0 hrs. @ 77.50 $3,720.00
2. Construction Observation
(24 months) 864.0 hrs. @ '$67.25 58,080.00
3. Shop Drawings/Submittals 180.0 hrs. @ $85.00 15,300.00
4. Punch List 75.0 hrs. @ $85.00 6,375.00
5. Record Drawings 75.0 hrs. @ $61.00 4,575.00
$88,050.00
H. Direct Costs
Printing, Mileage, Postage,
Telephone, Photographic, Fax and Misc.
$18.000.00
PROJECT TOTAL:
$975,210.00
(0o-7,00
COPPI~J,L SANDY LAKE ROAD
R&A NO. 93021
MANItOUR PROJECTION
1. Data Collection 120.0 hrs.
2. Hydrologic/Hydraulic
Analysis 100.0 hrs.
3. Water System Analysis 458.0 hrs.
4. Horizontal and Vertical
Alignment 718.0 hrs.
5. Design Survey 40.0 da.
1 (::~. 0 hrs.
6. Landscape Design 275.0 hrs.
7. Public Meetings (6) 6.0 ea.
8. Staff Meetings (6) 6.0 ea.
Phase Il - Preliminary Desig rv~ ~,~c~
Survey - Rights-of-Way
Documents
3. Landscape Plan
4. Irrigation Plan
4. Geotechnical Investigation
5. Preliminary Cost Projection
.~)~ Public Meetings
7. Staff Meetings
~S
330.0 hrs.
54.0 hrs.
60.0 hrs.
4.0 ea.
Phase HI - Final Design of 24" Waterline and Utility Adjustments
1. Final Plans and
Contract Documents 1,930.0 hrs.
2. Final Cost Projection 36.0 hrs.
3. fltaff Meetings 2.0 ea.
D. Phase IV - Final Design of Paving, Drainage, Signalization and Street Lights
1. Final Plans and
Contract Documents 3327.0 hrs.
2. Final Cost Projection 36.0 hrs.
3. Staff Meetings 2.0 ea.
4. Public Meeting 1.0 ea.
Phase V - Landscape and Irrigation
1. Final Plans and
Contract Documents 1140.0 hrs.
2. Irrigation 210.0 hrs.
3. Cost Projection 50.0 hrs.
4. Staff Meetings 2.0 ea.
5. Public Meetings 1.0 ea.
Bidding Phase
Bid Phase 1II 50.0 hrs.
Bid Phase IV 50.0 hrs.
Bid Phase V 50.0 hrs.
G. Construction Administration
1. Pre-Construction
2.
Construction
(24 months)
Shop Drawings/SubmittaJs
Punch List
Record Drawmgs
48.0 hrs.
864.0 hrs.
180.0 hrs.
75.0 hrs.
75.0 hrs.
H. Direct Costs
Printing, Mileage, Postage,
Telephone, Photographic, Fax and Misc.
PROJECT TOTAL:
THE CITY OF COPPELL
PROFESSIONAL SERVICES PROPOSAL
SANDY LAKE ROAD PROJECT
Rady & Associates, Inc.
Engineers · Architects · Planners
910 Collier Street Fort Worth, Texas 76102
817/335-6511 · Metro 817/654-4266. Fax 817/335-5070
Johnson Johnson & Roy
Rone Engineers
Brittain & Crawford
Rady & Associates, Inc.
Engineers · Architects ° Planners
March 26, 1992
Mr. Kenneth M. Griffin, P.E.
City Engineer
City of Coppell
255 Parkway Boulevard
Coppell, TX 75019
Dear Mr. Griffin:
Rady and Associates has one objective for the Sandy Lake Road project -- to meet all of
the City of Coppell's goals. We are confident that Rady and Associates and our team
of consultants can achieve this objective. Furthermore, our team is enthusiastic about
this project; the scope encompasses professional, technical, aesthetic and public relations
challenges that we are prepared for and are anxious to undertake. Our team has the
professional qualifications, technical competence and commitment to see your project
through its successful completion.
Rady and Associates has specialized in municipal engineering throughout our entire
history. We are proud of our history and sincerely appreciate this opportunity to present
our background, qualifications and personnel to you.
We appreciate your time and consideration reviewing our proposal and are available to
answer any questions you have.
Yours very truly,
RADY AND ASSOCIATES, INC.
Wm. Bennett Ratliff, P.E.
Vice-President
WBR/pb
Encl.
910 Collier Street · Fort Worth, Texas 76102 · 817/335-6511 · Metro 817/654-4266 · Fax 817/335-5070
~' ~t~e of Contents ,.~a.~,o. [
~-
Project Understanding
Project Schedule
Project Approach
Organization Chart
Management Plan
Rady and Associates
Key Personnel
Rady a~d Associates 1
Firm History & Qualifications
i
Rady and Associates Experience
Rady and Associates
Client References
Letters of Recommendation
Joh~on J.ohnson & Roy
Qualifications and Experience
Rone Engineers
Qualifications and Experience
Brittain & Crawford I
Qualifications and Experience
1
Brochure !
INDEX aNBEXING 5JYSTEkt
INTRODUCTION
Rady and Associates is proud of our long history in municipal engineering and are proud
of our character, qualifications and experience that we will describe in this document.
This Statement of Qualifications will provide you with the following information about
Rady and Associates and our concept of this project.
· project understanding
· project approach
· project schedule
· history
· size
· philosophy for providing service
· commitment to quality
· f'mancial stability
· computer capabilities
· management plan
· recent specific project experience
· qualifications and experience of key personnel
· qualifications and experience of subconsultants
· references
· letters of recommendation
This information will demonstrate that our f'mn is well qualified to successfully complete
the Sandy Lake Road project. We would be happy to answer any questions you have or
provide any additional information you need.
PROJECT UNDERSTANDING
Rady and Associates, Inc. has reviewed the information provided to us by the City of
Coppell regarding the design of Sandy Lake Road and the impacts adj.acent subdivisions
might have on that design. We have visited the site on several occasions and met with
City staff to clarify their expectations of this project. From meetings with several
subconsultants, we have assembled a team that has the capability and understanding to
meet the design challenges of this project and your expectations.
Our approach towards fulfilling those expectations will include the necessary project
management, surveying, geotechnical studies, landscape and irrigation design, civil
design, signalization, preparation of construction documents (plans and specifications),
coordination of advertising and bidding construction packages, construction
administration, project closeout and providing complete documentation and support to the
City staff and others.
We have listed below a few of the critical elements to be addressed in the execution of
this project. We see these as opportunities to provide added value to the project through
our experience in successfully dealing with these issues on past projects.
1. Drainage
The drainage issues are critical in that they impact circulation, street grades,
utility locations (both existing and proposed) and aesthetics. Overall drainage
evaluations will be done to determine the extent of onsite and offsite
improvements. Of primary concerns are the intersection of Moore Road and
Sandy lake Road and the existing open channel along Sandy Lake Road at
McArthur Boulevard.
2. Water Line Design and Relocation
This project requires the design of a 24" water transmission main from east
of McArthur Boulevard to Denton Tap Road. An existing 30" water
transmission main, located in Sandy lake Road, provides potable water to
the Town of Flower Mound and must remain in service during the
construction of this project. Part of the design will be to lower portions of
this 30" water main between McArthur Boulevard and Denton Tap Road
where proposed street grades require it. Relocations of existing air and
vacuum release valves will be required to avoid conflict with the new
roadway section.
3. Street Section
The ultimate street section for this project is a six lane divided thoroughfare
with the inside four lanes being built under this project scope. The additional
parkway width will provide for greater flexibility in developing the landscape
plan initially and allow for roadway expansion in the future. Brick pavers
will be provided at all intersections in accordance with the City's Streetscape
Plan. Irrigation of medikns and parkways will be supplied off of existing.
water mains located wittOn Sandy Lake Road and new signalization an0
controllers with traffic control loop detectors are to be designed for two
major intersections. Electrical conduits will be planned for future
signalization of two other intersections.
4. Cross Street Grades
There are several locations along the project limits where grade differences
between cross streets and Sandy Lake Road will be affected due to existing
drainage constraints. Relocation of some portions of existing storm sewer
may be required in order to attain optimum grades on the intersecting streets.
5. Coordination of Utilities
This project has an extensive amount of existing utilities that will require
some adjustment and/or relocation. Electrical, natural gas, telephone, water,
sanitary sewer, and a high pressure gas pipeline adjacent to Moore Road will
require careful coordination efforts with all franchise utility companies.
6. Aesthetics
Sandy Lake Road is made up of a variety of topographic features (undulating
grades, border treatments, residential and retail structures and facility
structures) which will require aesthetic and landscaping treatments to
transition across these changes, providing a continuity along the entire
roadway. One challenge associated with the landscaping plan will accentuate
the drainage channel area near McArthur Boulevard in order to both beautify
the area and redirect attention away from less appealing features that will
remain after completion of this project. In development of this plan, we see
the use of the City's Streetscape Plan as minimum guidelines while keeping
in mind the balance between overall effect and maintenance requirements.
The goal of the landscaping plan is to provide not only an attractive primary
thoroughfare through the City of Coppell but also a pleasing buffer between
the roadway and neighboring residences.
Phasing of Design and Construction
Given the amount of utility relocations and adjustments necessary prior to
beginning new construction, the project will require a strategically phased
plan that coordinates the efforts of many operations to limit delays and
accelerate the schedule. Until the ultimate right-of-way can be identified and
acquired, construction activities will have to be limited to facilities which
reside within the existing right-of-way. Maintaining traffic along the entire
length of the project will depend heavily on the location and sequencing of
construction of the 24" water line as well as relocation of the 30" Flower
Mound water line.
. ir
CITY OF COPPELL, TEXAS
SANDY LAKE ROAD - McArthur Blvd. to Denton
Project Schedule
1993
1994
TASK DESCRIPTION
Data Collection
Geotechnical Investigation
Design Surveys
Notify Franchise Utility of Design/Constr.
CONCEPTUAL DESIGN
24" Water Line Design
30- Waterline Adjustment
Street Alignment (Horz. & Yert.)
~ Analysis
Landscape & Irrigation Plan
Right of Way Surveys
Send Franchise Utility Concept Plans
PRELIMINARY DESIGN
24" Water Line Design
30- Waterline Adjustment Design
Paving, Drainage, Siinals, and Street LIghts
Landscape & Irrigation Plan
Right of Way Documents & Acquisition
Transmit Preliminar~ Plans to Utility Co.
CONTRACT DOCUMENTS
24' Waterline & 30' Waterline Adjustment
Paving, Drainage, Landscape, Etc.
Begin Utility Relocation by Franchise Co.
ADVERTISE & BIDDING
24" Waterline & 30' Waterline AdjUstment
Paving, Drainage, Landscape, Etc.
CONSTRUCTION
24" Waterline & 30' Waterline Adjuslment
Paving, Drainage, Landscape, Ere.
MEETINGS
CITY REVIEW
Tap Road
1995
3
rlTT -
PROJECT APPROACH
Our project approach is to combine the expertise of Rady and Associates with Johnson,
Johnson and Roy (J/R, landscape architects) to assess the problems, provide the
alternatives, design the solutions and satisfy the expectations of our client, the City of
Coppell. Rady and Associates' work plan is described in detail in this section, and
because landscaping is a significant element of this project, Johnson Johnson & Roy's
scope of services immediately follows our work plan.
Rady and Associates has evaluated the information supplied by the City, reviewed the on-
site conditions of the project and met with City staff to identify issues and concerns in
the design and construction of this project. We have identified some of the major issues
to be addressed early on:
An AutoCAD system setup that will facilitate multiple phasing and provide
100 % of the project plans and details on electronic file disks.
Grade adjustments on a 30" water transmission main which must remain in
service.
· Maintaining traffic during all phases of construction.
Minimizing future construction cost should future expansion of Sandy Lake
road to six lanes be required.
· Drainage issues at the intersection of Moore Road and Sandy Lake Road.
Coordination between civil and landscape design to maximize function with
aesthetics.
Rady and Associates has looked into these issues and has developed several alternatives
which we feel can save the City both time and money, now and in the future. For
example, we would suggest two alternatives for isolating the 30" water line in order to
make grade adjustments, saving money and time by minimizing the number of cuts and
taps and draining and filling the line. These issues and alternatives will be addressed
during the "Conceptual Planning" phase of the project.
Conceptual Plans:
During this phase of the project the Team will have obtained all avai~ble data along the
project, input design survey data, and begun geoteclmical investigations. Rady will
prepare for City review a project plan which will include:
· Alternative design for lowering portions of the 30" water line.
· Horizontal and vertical alignment of proposed street.
· Proposed alignment of 24" water transmission main.
Drainage system analysis and proposed alternatives.
· Right-of-way map identifying easement and right-of-way needs.
The Team will present these Alternative Design Concepts to City staff for further
evaluation. Cost projections and a summary report outlining the design assumptions will
be submitted with the presentation. Franchise utility companies will be notified to begin
planning for relocation of affected utilities.
Preliminary Design:
Based on the staff' s selection of a design alternative and written authorization to proceed,
the Team will proceed with a more detailed refinement of the design concepts. Due to
the proposed phasing, the level of design detail for the 24" water line and adjustments
to the 30" water line will be accelerated. The preliminary design plans will provide the
following information:
· Horizontal and vertical alignments of the water, paving and storm drainage.
Location of median openings, intersection geometry, curb cuts and
driveways.
Property ownership and corners, right-of-way, exhibits and descriptions, and
easement locations.
Sanitary sewer line adjustments and the proposed location of relocated
utilities.
Traffic plan schematic including signali?ation conduits, controllers and poles.
· Details of water line adjustments.
· Detailed preliminary cost projection.
· Water line specifications (draft form).
The preliminary design plans and cost projection will be presented for Staff review and
a public hearing. Presentation at the public hearing will be made by Rady with support
of City staff. At this point the City could proceed with right-of-way acquisition.
Construction Documents
The Team will refme the drawings based on input from the public hearing and City staff.
At this point, based on direction in writing from the City, the project will be broken out
into phases. The f'n-st phase will be to complete comments on the 24" water line, 30"
water line adjustment and all associated details, provide a final cost projection and submit
for authorization to advertise. The second phase will be to complete all other contract
documents, paving, drainage, signalization and landscaping. The construction documents
will include:
· Specifications including notice to bidders, bid proposal, bond forms, general
conditions and special conditions.
· Construction plan documents of 24" and 30" water line construction and
relocation (Phase 1).
· Construction plan documents of paving, drainage, signalization and landscape
improvements (Phase 2).
· Construction details of all non-standard or referenced items (Phases 1 and 2).
· Detailed cost projection of all proposed work (Phases 1 and 2).
The completed plans and specifications will be submitted for a f'mal staff review and
authorization to advertise.
Advertising, Bid and Award
Rady will provide assistance to staff in advertising, bidding and awarding of this project.
Items to be included in this phase include:
· Prepare list of recommended contractors.
· Attend pre-bid conferences.
· Respond to questions from contractors and prepare addenda if necessary.
· Assist in opening and tabulation of bids.
· Evaluate bids and investigate the low bidder's qualifications and past
experience.
· Recommend award of contract.
· Prepare multiple sets of contract documents for execution.
Construction Administration
Rady and JJR will provide construction administration and support services during the
construction phase of the project. We are accustomed to performing the following
services on our projects:
·
Our use of "partnering" concepts to facilitate construction and minimize
claims.
Assist in review of plan and specification compliance.
Shop drawing review.
Monitoring the project progress on a regular basis to verify design intent
during the construction process.
ROADWAY SECTION
SPLIT ELEVATION ROADWAY WITH RETAINING WALL
A
ROADWAY SECTION
STANDARD ELEVATION ROADWAY WITH PLANTED SLOPE
B
LANDSCAPE SCOPE OF SERVICES
FOR
THE DESIGN OF SANDY LAKE ROAD
FROM MACARTHUR TO DENTON TAP
Project Understanding:
We understand that the City of Coppell desires a streetscape improvement along Sandy Lake
Road from MacArthur to Denton Tap Road to create an identifiable image and visual unity.
Great potential exists through landscape development for attaining the goals of overall
cohesiveness set forth in The Coppell Streetscape Plan. Sandy Lake Road is definable in the
Plan as a Primary City Image Zone with major intersection treatment at Mac, Arthur and Denton
Tap. An understanding of the goals and guidelines of this Plan and a knowledge of existing
site conditions will allow us to create a unique design solution which will make these goals
attainable. Our objective will be to enhance the positive images along Sandy Lake and buffer
the negative aspects to produce a high quality streetscape. The following Scope Of Services
outlines the steps necessary to accomplish this project.
Technical Approach:
In connection with the Services to be provided, Johnson Johnson & Roy shall take primary
responsibility for the following tasks:
Site Analysis:
Based on input from the City, the Coppell Streetscape Plan, and supplemented by the field
observation, the Team will evaluate the following in order to identify opportunities for a scenic
boulevard which will best meet the needs and objectives of the project which include:
· visual quality/character;
· scenic view corridors;
· existing and anticipated land use adjacent to the roadway;
· areas to be screened or buffered;
· problems concerning maintenance and safety;
· utility easements and drainage systems.
The Team will document analysis conclusions in graphic form. A summary statement of proje~
issues and opportunities and a preliminary statement of objectives will be prepared,
Alternative Design Concepts:
Based on the reconnaissance and survey work undertaken, the Team shall prepare alternative
design concepts that achieve the following objectives:
· creates a grand and park-like boulevard;
· facilitates current and future traffic patterns;
· creates a sense of visual order and high aesthetic appeal;
· provides for appropriate pedestrian amenities;
· enhances significant view opportunities;
· develops a true sense of place and cohesive image;
· is coordinated with The Coppell Streetscape Plan, and;
· creates a showcase for public art and other features.
Three alternative design approaches will be developed for the improvement components
proposed. These alternatives will be documented in plan view at a scale appropriate to convey
their design intent. A select number of cross sections and details will be developed as needed
to clearly communicate these alternatives.
The Team will present the Alternatives Design Concepts to the City staff. The concepts will be
evaluated on the basis of established project objectives and will include, for example, visual
appeal, maintenance requirements, functional layout, and life-cycle costs.
Preliminary Design Plans:
Based on the preferred alternative concept and written authorization from the client to proceed,
the Team will undertake preliminary design on the selected improvements in order to refine the
concepts and establish reliable estimates of Probable Construction Costs. The concept plans
will illustrate the following information:
· locations, dimensions and materials for special paving location and preliminary design of
pedestrian amenities;
· light fixture type, size and location;
· location, type and irrigation for all plant materials;
· location and preliminary design for gateway identification, and;
· location for public art and other features;
· location for grading improvements and retaining walls.
The preliminary design plans, details, and estimate costs will be presented to and discussed
with the City staff. Any design refinements necessary prior to public presentation will be
identified.
Construction Documents:
The consultant shall refine the previously approved conceptual landscape plan and prepare
complete working drawings and specifications for the planting and irrigation portion of the
project. Working drawings will include the following:
· planting plans will locate and identify all items of plant material to be used. A plant list,
including quantity, size and variety of materials, will appear on the drawing;
· irrigation plans will layout a complete watering system to match the landscape plan;
· construction details will be created to cover all items to be constructed and installed.
In addition to the above items, the consultant will provide complete technical specifications and
a statement of estimated costs.
Bid and Award:
The Consultant shall assist the client in reviewing and tabulating bids from qualified
contractors. Work items during this phase will include:
· prepare a list of recommended bidders;
· complete itemized bid form;
· complete bid documents together with the technical specifications in a project manual;
· evaluation of bids;
· recommendation on award of contract.
Construction Observation:
To assure that the intent and requirements of the landscape design are realized during the
installation period, the Consultant will provide services on an hourly basis.
4
-'I '
Professional Services
SANDY LAKE ROAD PROJECT
COPPELL, TEXAS
CITY OF COPPELL
WM. BENNETT RATIJFF, P.E.
Rady and Associates
Principal-ln-Cha~ge
CHARLES M. STAPLES, P.E.
Rady and Associates
Quality Assurance
ROBERT J. MALY, P.E.
Rady and Associates
Project Manager
RADY & ASSOC.
Civil, Structural & CADD
G~eg Saunders, P.E.
Adel Zantout, P.E.
Brad Tribble, P.E.
I
JOHNSON, JOHNSON
& ROY, INC.
Landscape Architecture
RONE ENGINEERS, INC.
Geotechnical
I
BRITTAIN & CRAWFORD
Sa'veying & Right-of-Way
~=~ Associates, Inc.
glO Collier Street lbrt 11brt. h, Te~m~ 71~10~
817/335-65B · ~ 8171654-4~B6 * Fax 817/335-5070
MANAGEMENT PLAN
Rady and Associates' plan for the management of this project is portrayed in the
organi?ational chart on the opposite page. Bennett Ratliff will be the Principal in
Charge for this effort. He will allocate the personnel and other resources required to
complete this project in a professional manner at a level of service that meets the
expectations of the City. Mr. Ratliff will also serve as liaison between the design team
and the community.
Charles Staples will be responsible for Quality Assurance on this project. He will
assist the design team, including consultants, in the development of an overall work plan
that will guide the team in the completion of this project. The focus of this work plan
is a completed project that achieves Coppell's goals. Key elements of this work plan
include
additional meetings with Coppell's representatives to develop a clear
understanding of goals - each consulting firm will participate.
· based on your goals for the project prepare detailed work plans including:
performance guidelines
timetables for completion
conduct periodic meetings with all team members to monitor conformance to
the work plan and resolve any questions or conflicts.
conduct quality reviews at key stages of completion by f'mn members not
assigned to the production of the project.
consult frequently with City staff on the progress of the project to confmn
conformance with the City's goals.
Robert Maly, Project Manager will be responsible for the overall design concept of this
work. He will coordinate the activities of Rady and Associates' personnel assigned to
this project as well as our subconsultants. He will lead the design team in executing the
design concept. Mr. Maly will be the primary point of contact between the City and the
design team.
Mr. Maly will be assisted by a strong group of professionals within Rady and Associates.
Greg Saunders, Project Engineer, will have the overall responsibility for the f'mal
detailed design work and production of plans and specifications. Another Project
Engineer, Adel Zantout, will provide the expertise in hydraulic analysis for drainage
design. Brad Tribble will serve as structural designer and manage the computer
applications required for this work.
The individuals mentioned above are the key design professions who will be responsible
for this work. These individuals will be supported by additional professional, technical
and administrative help. Additionally, Rady and Associates has the capacity to provide
well qualified backups for each of the key team members.
The subconsultants included in our team are Johnson Johnson and Roy, Inc., Landscape
Architecture; Rone Engineers, Inc., Geotechnical; and Brittain and Crawford, Surveying.
These fu'ms will report to Robert Maly, Project Manager.
5
WM. BENNETT RATLIFF, P.E.
Vice-President
Principal-in-Charge
F_X)UCATIONAL AND PROFESSIONAL QUALIFICATIONS
B.S., Civil Engineering, University of Texas at Austin, 1983
Registered Professional Engineer in Texas
Floodplain Hydraulics Short Course (HEC-2), 1983
Floodplain Hydrology Short Course (HEC-1), 1983
Water Distribution System Analysis Short Course (KYPIPE), 1986
PROFF_3SIONAL AFFHiATIONS
American Society of Civil Engineers
Tarrant County Consulting Engineers Council (President)
HONORS
Chi Epsilon, National Civil Engineering Honor Fraternity
1989 Young Engineer of the Year, ASCE Fort Worth Branch
1990 Edmund Friedman Young Engineer of the Year Award for Professional
Achievement, ASCE National
EXPERIENCE
Mr. Ratliff joined Rady and Associates, Inc. in 1985 and became a Vice-President of the
firm in 1992. He is Principal-in-Charge/Client Liaison for several of our municipal
clients. In this role Mr. Ratliff coordinates the design and construction of both civil and
architectural projects. He directs Rady and Associates' personnel assigned to these
projects and where appropriate has secured the services of qualified subconsultants to
meet the specific needs of the client. Mr. Ratliff routinely provides technical expertise
and advice on a variety of topics to the staff and council of the towns and cities served
by Rady and Associates.
Mr. Ratliff' s experience encompasses the design and construction of all types of paving
and drainage improvements, water and sewer lines, water treatment plants, and pump
stations. Mr. Ratliff has also directed Master Planning efforts for both civil engineering
projects and facilities planning. Mr. Ratliff has assisted clients with public relations and
public participation on several projects. He played a key role in Saginaw's 1990 bond
program, presenting the plan to over a dozen community groups. Mr. Ratliff was also
instrumental in assessing citizens' concerns about the Chelsea Creek drainage
improvements project in Colleyville and implementing design features to meet the
citizens' requirements for an aesthetically pleasing project.
Mr. Ratliff effectively uses his skills and experience to individually address the
requirements of each project and client. He works closely with each client to facilitate
a completed project that full'fils the client's expectations.
CHARLES M. STAPLES, P.E.
Vice-President
Quality Assurance
EDUCATIONAL AND PROFF_3SIONAL QUALIFICATIONS
B.S., Civil Engineering, University of Texas at Arlington, 1978
Registered Professional Land Surveyor in Texas
Registered Professional Engineer in Texas
PROFF_3SIONAL AFFILIATIONS
American Society of Civil Engineers
American Concrete Institute
Society of American Military Engineers
Consulting Engineers Council of Texas
EXPERIENCE
Mr. Staples joined Rady and Associates in 1978 and became a Vice-President in 1987.
Mr. Staples is responsible for quality assurance; he provides the overall technical
guidance on all projects and manages all internal resources to achieve the schedule
requirements of our clients.
Mr. Staples has served as Project Manager and Client Liaison to many of Rady and
Associates' clients including Azle, White Settlement and Fort Worth. He has extensive
experience in all aspects of municipal engineering work including water and Sewer lines,
streets, drainage, paving and utility relocation. Mr. Staples was the Project Manager for
the City of White Settlement's 1986 Capital Improvements Program, which consisted of
approximately $4.5 million in paving and drainage improvement projects. These projects
required the reconstruction of existing thoroughfare, residential streets and collection
systems with appurtenant drainage improvements, as well as improvements to existing
drainage channels. Mr. Staples has similar experience with several projects for the City
of Fort Worth. The reconstruction of University Drive, McCart Street, East Berry
Street, Sycamore School Road and Cooks Lane are additional examples of Mr. Staples'
experience in design of pavement and drainage improvements.
In his role as internal production manager, Mr. Staples is responsible for the coordination
of Rady and Associates' work efforts in order to allocate the firm's resources. As such,
Mr. Staples directs a weekly meeting of all company staff to review the progress of
current projects and prioritize efforts in order to meet our commitments to our clients.
Mr. Staples' technical expertise and resources serve to guide Rady and Associates'
personnel toward a completed project that is functional, efficient, cost effective and meets
the client's needs and expectations.
ROBERT J. MALY, P.E.
Project Manager
EDUCATIONAL AND PROFESSIONAL QUALIFICATIONS
B.S., Civil Engineering, University of Texas at Arlington, 1981
Registered Professional Engineer in Texas
PROFESSIONAL AFFII.IATIONS
Professional Engineers in Private Practice (Executive Board Member Region V)
American Society of Civil Engineers (Past President - 1981 Student Chapter)
Texas Society of Professional Engineers (President - Mid-Cities Chapter)
National Society of Professional Engineers
HONORS
1986 Outstanding Young Men of America
1987 Young Engineer of the Year - TSPE Mid-Cities Chapter
EXPERIENCE
Mr. Maly joined Rady and Associates, Inc. in 1991 as a project manager and is currently
responsible for the design of Randol Mill Road with a bridge over the Trinity River and
Village Creek Sanitary Sewer transmission main for the City of Fort Worth. Also for
the City of Fort Worth, Mr. Maly was project manager for the Sunset Heights Drainage
Improvement project. This $6 million project included the relocation of a 30" water line.
Mr. Maly also serves as Rady's representative to the cities of Westover Hills, Everman,
Burleson and White Settlement.
Mr. Maly recently completed the design of Westport Parkway for the Hillwood
Development Company. This project involves phased construction, partial construction
of a boulevard section, a 30" water transmission main, 18" sanitary sewer main
extension, and other features similar to those required for the Sandy Lake Road project.
Prior to joining Rady and Associates, Mr. Maly spent seven years with another firm and
was involved in the design and construction of many types of projects. His work there
included residential subdivisions, commercial site development, four city parks - two of
which won awards, two state parks, water lines, streets, drainage and sewer system
design as well as highway design and realignment studies. During his employment with
this firm, Mr. Maly was project manager for North Star Road, Richardson. The design
of this project culminated in the harmonious blend of practical considerations with natural
surroundings to produce one of the most aesthetically pleasing roads in the DFW area.
GREG D. SAUNDERS, P.E.
Project Engineer
~DUCATIONAL AND PROFESSIONAL QUALIFICATIONS
B.S., Civil Engineering, University of Texas at Arlington, 1985
Flood Plain Hydraulics Short Course (HEC-2), Texas A&M University, 1989
Flood Plain Hydrology Short Course (I-IEC-1), Texas A&M University, 1989
Registered Professional Engineer in Texas, 1991
HONORS
Chi Epsilon, National Civil Engineering Honor Society
EXPERIENCE
Mr. Saunders joined Rady and Associates, Inc. in January 1986 and has extensive
experience in paving, drainage, and utility design. Mr. Sannders has participated in all
aspects of paving and drainage projects. He has directed field crews in surveying,
performed preliminary and final design and performed construction administration
services including processing pay requests, contractor's estimates, shop drawings, change
orders, and field inspections.
Mr. Saunders was instrumental in the design of Stanley Keller Road in Haltom City. He
performed the storm water runoff analyses, design of inlet spacing and sizing, design of
a multiple box culvert, and the design of the vertical and horizontal alignment of the
road. He also detailed the major utility relocation and prepared the construction plans
and specifications for this $1.74 million project. Mr. Saunders also designed the Aurora
and Layton Streets storm drainage system for Haltom City. These projects included
3,000 feet of 54" and 36" RCP. The design of these projects included the design of the
alignment of over 2,000 feet of residential street reconstruction. He also performed the
design of the utility relocation for each of these projects with a total construction cost of
$1.45 million.
Mr. Saunders was the Project Engineer for White Settlement Road in White Settlement.
TMs. project was designed for construction in five phases, minimized the disruption to
the surrounding communities and accommodated complicated utility relocations.
Mr. Saunders' experience includes traffic signalization for projects in Haltom City and
White Settlement.
ADEL ZANTOUT, P.E.
Project Engineer
EDUCATIONAL AND PROFF.~qSIONAL QUALIFICATIONS
B.S., Civil Engineering, University of Florida, Oainesville, 1976
Master of Engineering - Hydraulics, University of Florida,Gainesville, 1978
Registered Professional Engineer in Texas, Tennessee, Georgia, Florida and
Alabama
PROFF_.SSIONAL AFFILIATIONS
American Society of Civil Engineers
National Society of Professional Engineers
Texas Society of Professional Engineers
HONORS
Tau Beta Pi, National Engineering Honor Society
Mr. Zantout has thirteen years of specific experience in hydraulics, hydrology and water
resources as well as computer modeling and applications. Mr. Zantout is proficient in
computer applications for hydraulics and hydrology. He has an excellent working
knowledge of analytical programs including HEC-1, HEC-2, DAMBREAK, and UK
PIPE NET.
Since joining Rady and Associates, Mr. Zantout has performed drainage studies for the
cities of Azle, Richland Hills, Haltom City and Saginaw. He is currently on the design
team responsible for the Randol Mill Road project in Fort Worth which includes a bridge
over the Trinity River and the Chelsea Creek Drainage Improvement project for the City
of Colleyville.
Mr. Zantout was responsible for the drainage master plan in the City of Copperas Cove,
Texas This comprehensive study presented analyses and recommendations which not
only provided for the future, but incorporated solutions to existing drainage problems.
The report generated design criteria and guidance for drainage improvements in both
developed and undeveloped areas of the city.
Other significant projects include the dam breach analysis on Sunshine Lake for the City
of Weatherford, the Lake Como Dam Study for the City of Fort Worth, hydraulic
analysis of the Little Fossil Creek flood plain in Fort Worth, and the flood plain
reclamation project for the Fossil Ridge Development in the City of Haltom City.
¸7'
BRAD TRIBBLE, P.E.
Structures/Computer Applications
EDUCATIONAL AND PROFF_3SIONAL QUAIIi~CATIONS
B.S. Architectural Engineering, University of Texas, Austin, 1986
Registered Structural Engineer in Texas
EXPERIENCE
Mr. Tribble is the systems manager for Rady and Associates' computer operations. He
has an advanced knowledge of AutoCAD from both a user's and system developer's
perspective. Mr. Tribble played an active role in selection and implementation of Rady's
current computer system. The system includes highly advanced personal workstations
which provide our firm with several capabilities including computer aided design and
drafting with AutoCAD Release 12, DCA civil engineering software, spreadsheets, word
processing, desktop publishing, and in-house programming. Mr. Tribble is extremely
proficient in each of these areas and routinely trains office personnel in their use. Mr.
Tribble designed menus and programs which enable the system to efficiently produce
standardized construction documents. Mr. Tribble assists Rady's project managers in
optimizing the benefits of computer application for each project.
In addition to his systems responsibilities, Mr. Tribble has a high level of expertise in
structural design. His project responsibilities typically include all aspects of
design/development, structural analysis, construction document production, and
specification and report preparation. Mr. Tribble has served as project engineer on
numerous concrete highway bridges, including projects for the Texas Highway
Department, and the Texas Turnpike Authority. Other experience includes a
comprehensive structural design for water and wastewater treatment plants, lift stations,
pump stations, single story commercial structures, and other general civil structures.
The following are representative of Mr. Tribble's experience:
Alliance Airport
Beltline Road Bridge, Dallas
Cottonwood Creek Bridge, Coppell
Fort Worth Randol Mill Road
Benbrook Plantation Creek Drainage Improvements
Carrollton Hutton 2 MG Elevated Tank
Saginaw Boulevard Bailey Boswell Water Line
Saginaw North Sewer Outfall
Saginaw North Hampshire Street Reconstruction
Mr. Tribble currently serves the City of Roanoke as client liaison. He is managing the
design of Roanoke's new Library, Community Center and Public Safety Building.
6
FIRM HISTORY
Rady and Associates has been in business for 69 years. The f'u'm was originally
established in 1924 by loc J. Rady; incorporated in 1952 under the name loc J. Rady and
Company; and again reorganized in 1961 as Rady and Associates, Inc. Located near
downtown Fort Worth, the firm is now headed by current Chairman and Chief Executive
Officer Mr. Derrell Johnson, P.E. The other principals in the f'mn are Mr. Bennett
Ratliff, P.E., Mr. Charles M. Staples, P.E., and Ms. Carol M. Robinson. Throughout
our history Rady and Associates has specialized in providing services to governmental
clients.
MUNICIPAL SPECIALTY
During the past five years, 68% of our business has been in service to municipalities,
28 % to other public entities and only 4 % for private clients. We are knowledgeable
about municipal procedures and incorporate the necessary codes and standards into each
design program. With a foundation in public works projects, Rady places an emphasis
on plans that are functional and cost efficient. This approach has produced outstanding
designs for projects in communities throughout Texas. Our commitment to creating a
quality design in a timely manner contributes to our firm's continuing success.
FIRM SIZE
Rady and Associates has a total staff of 19. Our personnel consists of registered civil
and structural engineers and architects, supported by technicians, computer specialists,
draftsmen and administrative personnel. Another section of this statement contains the
resumes of our key personnel who would be assigned to see your projects through their
successful completion. These resumes show that our staff has the education and
experience to meet your needs. In addition, our personnel maintain current knowledge
of technological developments and regulatory changes by routinely attending meetings
of technical and professional societies and attending special seminars.
Rady and Associates' internal organizational structure is designed to facilitate regular,
open channels of communication among staff members. Weekly meetings are held with
the entire staff to discuss the status of ongoing projects and prioritize the resources of the
finn to fulfill the needs of each project and client. This structure supports a flexible
team composition that allows for the replacement of key personnel, should the need arise,
without disruption in the progress of a project. Our full staff of engineers, architects and
support personnel are available for any project should they be called upon in order to
meet our commitments and deliver completed projects in a timely manner.
CLIENT ORIENTATION
As indicated in our cover letter our goal in providing professional services is to satisfy
you, our client. Our philosophy is to customize the services we provide to fulfill your
requirements for each and every project. Since every project is unique our practice of
meeting early to determine the client's expectations is invaluable in enabling us to
complete projects that fulfill our client's vision.
TOTAL QUALITY MANAGEMENT
Rady and Associates is firmly committed to quality. We have adopted Total Quality
Management (TQM), which measures quality in terms of customer satisfaction, as our
corporate philosophy. Our program for TQM includes several activities that will have
a positive impact on your projects. Among these are ongoing training for all personnel
in TQM philosophy and the implementation of quality committees to develop
improvements to our work process.
COMPUTER CAPABILITIES
Rady and Associates, Inc. has the computer capabilities to handle a wide variety of civil
engineering design functions. Rady utilizes IBM-PC compatible hardware to provide our
clients with diverse design capabilities. The Rady staff utilizes a highly advanced system
of 386 and 486 workstations for a variety of tasks. Each workstation has tremendous
computing power and extended graphics capabilities to enhance the use of the AutoCAD
driven CADD system. Each 386 and 486 workstation is integrated into a Novell
networking environment. The network enables all computer system users to share
hardware and software resources and this enhances the efficiency with which tasks are
performed on the computer system. Other technical software includes K-Pipe, HEC-1
and HEC-2, and various other civil and structural engineering design programs. Rady
is continuously pursuing the acquisition of new hardware and software, to improve our
capabilities and maintain our system with current technology.
FINANCIAL STABILITY
Financial conservatism is Rady and Associates' philosophy for business practices. Our
firm operates on its own capital and not on borrowed funds. Our last credit rating with
Dun and Bradstreet was IA1 (Dun's No. 06-230-1114). Rady and Associates maintains
an appropriate level of insurance coverage of all kinds, including $3,000,000 of
professional liability insurance provided by the Continental Casualty Company. This
policy has been in effect since 1957. Rady and Associates, Inc. has made the
commitment to maintaining this level of insurance in the past and is committed to
continuing this coverage in the future.
Please feel free to contact the following individuals for confmnation of our fmancial
stability:
J. Michael Holt
Executive Vice-President
Bank One, Texas, N.A.
817/334-9307
Robert W. Duke
Tax Partner
Sproles Woodard
Certified Public Accounts
817/332-1328
7
RADY AND ASSOCIATES, INC. EXPERIENCE
Design Team Experience
Rady and Associates' design team has experience
relevant to your project:
·
·
·
·
·
·
·
with these key elements that are
leadership by Project Manager with award winning experience in
combined civil and landscape architectural type projects
public participation
coordination of design firms
developing design alternatives
coordination with other utilities, private and public
utility relocations of large transmi~ion mains
coordination with municipal beautification groups such as Fort Worth
Streamq and Valleys Committee
sequenced construction minimizing the inconvenience to citizens
design within limited right-of-way
producing plans accommodating both ultimate design and current partial
construction
sequenced construction to assure services are maintained
environmentally sensitive designs
cost projections for similar projects
construction administration for similar projects
traffic signalization
City of Coppell Projects
Rady and Associates' last project for the City of Coppell was completed in 1979. This
project was an update to the City's Water and Sewer System Studies. We are very
interested in working for the City of Coppell again and believe that the experience we
offer is well suited to your needs for Sandy Lake Road project. We have not done any
private work within the City limits.
Project Experience
Rady and Associates has worked on over 300 projects in the last five years, including
design work with a total construction value in excess of $100 million. Nearly half of
these projects were for facilities similar to those required for Sandy Lake Road, i.e.,
paving, drainage, utility relocation and traffic signali?ation. These specifically relevant
projects include projects for 20 municipalities in North Texas.
The following projects are examples of our experience. All of the key personnel
assigned to complete the Sandy Lake Road project have worked on three or more of
these projects.
Randol Mill Road, City of Fort Worth
This ongoing project consists of the reconstruction of East 1st Street from Lake Street
to the Trinity River, an 800 foot bridge over the River, and construction of the new
Randol Mill Road from the Trinity River to Woodhaven Boulevard. The street section
consists of two lanes in each direction with a median in some areas, and a continuous left
mm lane in other areas. The projected construction cost for this project is $8 million.
White Settlement Road, City of White Settlement
This project consists of the reconstruction of White Settlement Road from Spur 341 to
Loop 820. The existing 30 foot street is being widened to allow for two lanes in each
direction with protected left turn lanes at major intersections, and includes the
reconstruction of a bridge over Farmers Branch Creek and channel improvements.
Right-of-way acquisition, relocation of utilities including an 18" sanitary sewer, traffic
signal installation and pavement markings and signage are included in this project. In
order to minimize traffic interruptions, this project is being constructed in five separate
construction contracts, three of which are complete. The projected construction cost for
the entire project is $3.5 million.
Sunset Heights Drainage Improvements, City of Fort Worth
This project consists of the construction of channel improvements from the Trinity River
to Lake Como. The major components of the project include a concrete lined channel,
a bike/jogging path bridge, an 18' by 12' arch tunnel under the Union Pacific's
Centennial Railroad yard, a 175 acre/foot detention pond, and storm drains in the Sunset
Heights Subdivision. The relocation of approximately 1000 feet of a 30 inch water
transmission main to allow for excavation of the detention pond is also included. The
total projected construction cost is $6 million.
Water Valve Replacement, City of University Park
This project required the replacement of malfunctioning water valves. These valves were
at two locations on the primary supply line for University Park, therefore the critical
design element in this $127,000 project was maintenance of service. Rady and
Associates designed this project and phased activity to minimize service interruption and
scheduled construction during off peak hours. As a result, system downtime was kept
to a minimum and service was maintained to area residents.
Westport Parkway, Hillwood Development Corporation
Westport Parkway is a boulevard section with two 26' lanes proposed initially with 36'
lanes being the ultimate design. This project also included the design of drainage
improvements, 30" and 12" water mains and a lift station with controls, telemetry and
metering. This project was designed in three phases, master grading plan, utility
construction and pavement. This phasing allowed the overall project schedule to be
compressed. Each phase has been bid for construction as it was completed. Rady and
Associates maximized the efficiency of this effort through detailed planning of all three
phases before initiating construction plans. This planning resulted in the optimization of
our CADD system and a master set of drawings was the basis for the three distinct bid
sets. The construction value of this entire project is over $2 million.
Winscott Road, City of Benbrook
Rady and Associates did the design work to transform 1.5 miles of Winscott Road from
a county road section to a five lane concrete thoroughfare with a continuous left turn
lane. This project included drainage improvements, traffic signalization at two locations
and coordination with private companies for all utility relocations.
~m~ .~m~m~~ GALWAY PARK . T- ~.~ I [ T ~ ~' ~ GALWAY PARK
L
_495I ~ PLAN AND PROFILE
- ~+00 .... 51+~ --- 52+~ 33+09 5~ --35+~ - ~+~ .......... ~7+~- 3B+~ ..... ~9+~ 4~ ~A~ ~U X 7/21/92
ORAO[ JOINT ,,JOINT ~ JOINT
~ NOT TO SCALE
7' CUR9 ~' CUR~
4' TOP ~ 4' TOP SOIL
5'-0" gDLrWALK (gR · r- V~.11CAL SAW C~T I,/~ TO
^o.~-~. TO CURS)
· - "~ / /,-- HOT POUIMI) RUBSF~ T'~PE
Si~..[CT 7" ~ e ~ ~ ~ - ~ R~ ~T
B~ ~ PA~T ~ AT ~ RA~ ~ ~ ~ ~ PA~T
.
~ ~T m ~
cI'rY OF FORT WORTH, TF_~A$
RANDOL MILL ROAD
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
PAVING DETAILS
SUB. REV,
CONSUL'I1NG ENGINEERS ENGINEER
REC.
OE. SlGNER RdM
ENGINEER
VALVE: VAULT TOP PLAN
SCAL~ 1/~" - 1'-0'
EXISllNG ST0~M DRAIN
TAP E~ST. S'I~ DRA~N-~
4' PVC BALL CHECK VALVE -~
VALVE VAULT DETAIL
SCALE: 1/2" - 1'-O.
BYPASS VALVE
TO SUPPORT B"fPASS VALt4~S
IHERC INSTALLED
VALVE ~IPPO~T DETAIL
SCALE: 1/2' - I°-O.
F'INI~HEO ~ ~ VAULT
MATCH GRAD~. OF EXIS11NO
S'II~'L'T OR I~ilvEWA¥
EXIS11NG PA'VEMENT TO BE
TO A ~,..EAN SAW CUT LINF. AND
REPLAC~D Va'IH LIKE MA'I~mALS
PROPO~D
GA'IE VAL'v~
Pt~OPOSF. O 24' I;qPE-
SPOOLS TO ~E INSTAU..E0 V411,1
PROPOSED OAl~ VAL'VES AND
VAULTS - CONTRACTOR TO
WJ~FY
OVERSI2~ M.J. SOLIO ~.EEVE *-~
TYP. EACH gO~ OF V~T ~
NOI~ AJ=Pm)X. O.O. OF pIP~ ~
ABOVE - (~)N'I~ACTOI~ TO
TO CONS1RUC~ION
L'XlST. 24'
kl.,iL WALL
TYP. BOl1.1
PVC WA'ff]~ST(~o
Al4. · lo. O,C.E.W.
A~OUT c~r'I~RUNE UNLESS
NOl~rO O1HE'RWSE
· IO' O.~F...W.
BUILDER'S F~LT AT
JOINT TO PR[VENT BOND
VALVE VAULT SECTION A-A
SCALE 1/2' - 1'-0'
NO'IF.: CON~ACT~ ~HALL V~RIF'Y ALL DIMENSIONS PRIOR TO COMMENCEMENT OF' CONS'IRUCTIONo
F. JOS'IING Pll~ O.O.'S MAY I~: NON--STANOARO AND ~ SPECIAL R'r~l~ OR
GONSIDERA'flO~.
GENERAL NO'lIS:
1. ~'ll~ACTOR ~ BRACE WALLS ~M41LE
I~S ~ ~ ~ ~T. ~A~ ~ ~ ~ ~S ~D L~A~
7. ~ ~ ~ ~ ~ ~ K ~ F~ ~F~EN1.
~ ~ TO ~ ~ ~A~
· 5 B~.~I ~D31 ~
~ NOT"~ TO ~
~14 ~ ~18 B~ 1 1/2
~ 11 ~O ~
~S~
~Y ~1.
~[ P~ANS ~RE ~TAINEO FR~ AVAILAB~ ~ AND U~LI~ COMPANY RECORDS
~0 P~NS. AND ~ C~SIDER[D APPRO~MA~. ~[R[ MAY BE ADDI~AL
U~U~[S ~AT AR~ NOT ~O~. IT ~A~
EN~ PERFUMING COHS~UC~ TO D[~RMIN[
LOCA~S. ~EVA~ONS ~O DIU~ONS ~ ADJACENT AND/OR C~FLIC~NO
U~U~ES IN OR~R ~AT AD~S~TS CAN B~ MADE TO PRO'DE ADE~A~
~AR~C[~ ~[ ~ P~FORMING ~S~UC~ ~A~ PRE~R~ AND PRO,CT
~BUC U~U~[S AT A~ ~M[S DURING ~HS~UC~ON. ANY DAMA~ TO U~L-
I~ES REaL, NO ~ ~[ ~S P~FORMING COHS~UC~ SHA~
AT HiS EXPOSE. ~E PUBUC U~LI~ES ~A~ BE NO'FlED AS TO ~E LENG~
~ ~ME ~E EN~ M~ BE C~S~UC~NG IN ~AT ~EA. ~E EN~NEER SHA~
BE NO, RED ~EN PR~OSEO FACE,ES CON,CT ~ EXlS~NO U~LI~ES.
CITY OF UNIVERSITY PARK
WATER VALVE REPLACEMENT
DETAILS
660 ~ 635 ~ ~ 635
. · ,,
6~ ~ I,
x. ,~ , X / ~ 620
6~ ~ ~= ~ /
[ = ~ ~.~ ~ / ~ / ~ ~ -~ 615
655 ~ ~ - ' / 610
650 ~, ~ ~ _ 605
.
625 6~ ~ ~,~ ~~ 600
620 5g~ SUNSET HEIGHTS FLOODWAY IMPROVEMENTS
OE~ON PONO AMD O~EFLO~ ~ILLWAY
6~5 ~ 590
610 ~5 ~ '~" "'
605 - ~ ~0
II
{ PROPOSED 8' WATER UNE
(AUGN VAULT SO THAT THIS 8'
WATER UNE AUGNS YdTH THE
EXISTING B' WATER UNE FROM THE
FORT WORTH VAL~ VAULT)
EXISTING CITY OF
FORT WORTH
VALVE VAULT
EXISTING CITY OF
FORT WORTH
VALVE VAULT
BEND REINFORCING AROUND WALL PIPES
WHERE POSSIBLE VdTHOUT DEVIA3ING FROM
THE REQUIRED SPACING BY MORE THAN 6'
if 4 · 12'
(TYP. - F. ACH FACE)
PROD 10' WATER UNE
VAULT SO THAT TI.IlS 10'
WATER LINE NJ·NS WITH THE NEW
10' WATE]~ UNE BORED UNDER
HANDLEY ED~VILLE ROAD)
NOTES BY sYMBOL:
L
OPENING FOR
HATCH ABOVE
15'-0'
PLAN
SCALE.: 1/2' = 1'-0'
15'-0"
4
I
#4012'
~. PROPOSED
12' WAI~ UNE
10' CLA-VAL 49G-mAB
RATE OF FLOW CON'IROLLER
PRESSURE REDUCING* VALYE
125 CLASS, RANGES 30 TO
3OO PSI ar 1000 TO 3000 GPM
10' MUELLER A2.380-6 FLANGED GATE VALV~
90 DEGREE BEND
IOX10XB REDUCING *lEE
CLA-VAL ORIFICE PLATE
1OX10X10 TEE
12X10 REOUCF..R
BILCO JD-2AL 4'X4° HATCH
TEEL SUBMERSIBLE SUMP PUMP. MODEL if3P635A
OR APPRO~[D EQUAL
WALL MOUNTED LIGHT F1XTIJRE
UGHT 51~ TCH
CONCRETE PIPE SUPPORT
REINFORCED WITH # 4. DOLLS · 12' EACH FACE
(4 TOTAL MIN.). AND if 4 31ES · 12' (2 TOTAL MIN.)
u..-SEAL WALL .=vE AND WALL
TO SUMP=
#5·12"
3'-10
SECTION
GENERAL NOTES:
1. PiPE LENGTHS ARE BASED ON I'YLER FI'FlINGS AND UUELLER VALVE DIMENSIONS.
YE'RIIrlCATION AND ADJUSTMENTS BASED ON THE SELECTED MATERIALS PRIOR
TO INSTALLATION SHAU. RE THE RESPONSIBILITY OF.THE CONTRACTOR.
2. HEAT TRACING GHALL BE INSTALLED AROUND ALL EXPOSED PRV TUBING.
3. THE LOCATIONS OF UqlU3IES SHOWN ARE APPROXIMATE. THERE MAY BE
ADDITIONAL UTIU3IES NOT SHOWH, IT SHALL BE THE RE. SPONSIBILITf OF THE
CONTRACTOR TO INVESIiOATE THE POSSIBLE EXISTENCE OF OTI"IER UTIUTIES.
AND TO VERIFY THE LOCATION OF ALL UTIU3IES PRIOR TO PERFORMING ANY
OF THE WORK.
CiTY OF RICHLAND HILLS, TEXAS
HANDLEY EDERVILLE RD. UTILITY RELOCATION
PRESSURE REDUCING VALVE VAULT
PROPOSED CHANGE ORDER
I
SCALE: 1/2' = 1'-0°
# 4. · 12"
TOP ar
4'-4.
INSIDE FACE)
if 4 · 12' (rfP.
EACH FACE)
~. PROPOSED
WATER LINE
# 5 · 12' (TYP. I'.~
OUTSIDE FA ..~)1
1°-0'
RADY AND ASSOCIATES, INC. CLIENT REFERENCES
We encourage you to contact our clients for specific recommendations and experience
in working with our fh'm.
City of Carrollton
City of University Park
City of Fort Worth
City of Saginaw
City of White Settlement
Tarrant County
City of Azle
City of Haltom City
Town of Westover Hills
City of Decatur
Tim Tumulty
City Engineer
Bud Smallwood
Director of Public Works
Mike Oroomer
Assistant City Manager
Pat Moffatt
City Manager
Bob Salinas
City Manager
J. D. Johnson
County Commissioner
Harry Dulin, Jr.
City Manager
Ken Slovak
Acting City Manager
Chief B. J. Tuttleton
Bmtt Shannon
City Secretary
P. O. Box 110535
Carrollton, TX 75011
(214) 466-3200
3800 University Blvd.
Dallas, TX 75205
(214) 363-1644
1000 Throckmonon
Fort Worth, TX 76102
(817) 870-7800
P. O. Drawer 79070
Saginaw, TX 76179
(817) 232-4640
214 Meadow Park Dr.
Fort Worth, TX 76108
(817) 246-4971
100 E. Weatherford St.
Fort Worth, TX 76196
(817) 334-1250
613 S.E. Parkway
Azle, TX 76020
(817) 444-2541
P. O. Box 14246
Haltom City, TX 76117
(817) 834-7341
5824 Merrymount Rd.
Westover Hills 76107
(817) 737-3127
201 E. Walnut
Decatur, TX 76234
(817) 627-2741
LETTERS OF RECOMMF. NDATION
November 12, 1991
TO WHOM IT MAY CONCERN:
The North Benbrook Neighborhood Association is pleased to recommend
the firm of Rady & Associates, and especially Bennett Ratliff, as
an excellent engineering firm.
Rady & Associates was the engineering firm that developed the
Plantation East Creek Drainage Project for the city of Benbrook.
This project was completed in August, 1991. The area of North
Benbrook south of this small creek has had flooding problems for
about 30 years, due to the creek being too small to handle the
runoff water caused by heavy rains. The last 10 to 15 years, the
situation has been so bad that some homeowners were subject to
getting water in their homes in even the lightest rains.
We feel this project was designed so well that the homes in North
Benbrook that previously had problems will probably never have a
problem with flooding again. The 9 inches of rain we had recently
is a good example of how well the drainage channel works. The
channel was never more than a little over half full at anytime
during these rains. Also, in years past, the water has been at
least hubcap deep in the streets almost every time it rained. This
time there was only a small stream in the gutters during even the
heaviest of the rains.
We feel Rady & Associates did an excellent job with this project
and they would be an excellent firm to develop your project.
Fern Martin
President
North Benbrook Neighborhood Association
cc: M. B. Lee
Duane Slater
Jan Lane
DECEMBER 5, 1992
TO WHOM IT MAY CONCERN
RADY & ASSOCIATES~ INC. HAS BEEN THE ENGINEERING FIRM FOR
THE TOWN OF WESTOVER HILLS FOR MANY YEARS.
THEY HAVE SKILLFULLY HANDLED AND DIRECTED THE PLANNING~
ENGINEERING AND ARCHITECTURAL RESPONSIBILITIES WHEN CALLED
UPON.
THEY ARE ALWAYS AVAILABLE~ DEPENDABLE AND PROFESSIONAL
AND HAVE ALWAYS EXCEEDED EXPECTATIONS IN SAVING THE TOWN
TIME AND MONEY.
I WOULD HIGHLY RECOMMEND THE FIRM OF RADY & ASSOCIATES,
ESPECIALLY MR. ROBERT MALY AND MR. DARRELL JOHNSON, FOR THEY
HAVE NOT ONLY BEEN OUR ENGINEERS, BUT GOOD FRIENDS AS WELL.
SINCERELY~
B. J. TUTTLETON
CHIEF OF POLICE / CITY ADMINISTRATION
November 30, 1992
RE: Rady and Associates, Inc.
To Whom It May Concern:
This letter is to confirm that Rady and Associates, Inc. has been the general
consulting engineering firm for the City of Saginaw since 1980 and as such
they perform all of our consulting engineering and architectural work. We work
with many of their engineers and architects on a daily basis and have always
found that they perform in a very professional and courteous manner. They
treat their work very seriously and are always thorough in their research and
recommendations. On many occasions they have represented the City at
meetings and hearings and have always been well prepared and done an
outstanding job.
It is with pleasure that we recommend Rady and Associates, Inc. for any and
all types of municipal engineering and architectural services. We believe they
would be an asset to your city. If you have any questions regarding them,
please do not hesitate to contact us. We would be glad to discuss them with
you.
Sincerely,
Pat Moffatt
City Manager
JEKIRLM/pb
CITY OF DECATUR, TEXAS
December 4, 1992
To Whom It May Concern:
The City of Decatur, Texas has retained Rady and Associates as its
engineering firm for some 30 years. Their expertise and recommendations
have been invaluable to the City over the years.
Projects that Rady and Associates have overseen for the City include:
1. design and construction of water treatment plant;
2. design of Subdivision and Planning and Zoning Ordinance;
3. design and construction of wastewater treatment plant;
4. review of subdivision plats;
5. closing of municipal landfill;
6. city building maintenance.
Rady and Associates have always been very responsive to the City's
needs and always put the City's needs first. I would highly recommend
Rady and Associates to anyone considering retaining an engineering firm.
Sincerely,
Brett Shannon
City Administrator
201 E. Walnut * P.O. Box 478
Decatur, Texas 76234 *
(817) 627-2741 / FAX# (817~ 627-1822
SMALL ENOUGH
TO WELCOME YOU
City of Azle
613 S.E. PARKWAY
AZLE, TEXAS 76020
PHONE (817) 444-2541
LARGE ENOUGH
TO SERVE YOU
TO WHOM IT MAY CONCERN:
It has been my pleasure to work with Rady and Associates for eight of the fourteen years they
have served as our City Engineer. During that _time, they have assisted us in the design of
many improvements to our infrastructure including:
Wastewater Treatment Plant Expansions
Water Treatment Plant F:~xpansions
Wastewater Collection Main~
Water Tran~nission Mains
Paving and Drainage Projects
Raw Water Intake Structure
Pump Station
Lift Stations
Tank ] intiaS
The design included all facets of the engineering and architecture related to these projects from
initial planning through construction admini.~/on.
In addition to design, they have provided consulting services for:
Wastewater Master Pl:mning
Water Master pl~nning
Drainage Master Planning
Impact Fee Studies
Subdivision Plat Review
Developer Plan Review
Rady has provided these services in a timeiy and professional manner. We have always received
personal service as though they were a member of our staff. I find them to be technically
competent and reso~. I believe they are dedicated to providing a quality service and am
happy to recommend them.
lv anager
GATE'NAY TO
MOUNTAIN LAKE
City of
White Settlement
a dynamic city on the crossroads of progress
214 Meadow Park Drive
White Settlement, Texas 76108
Phone: (817) 246-4971
To Whom It May Concern=
Re: Recommendation of Rady and Associates
I am of the understanding that Radyand Associates are being
considered by your organization as consultant for civil
engineering. I would like to write a few words of
recommendation in their behalf.
I have been familiar with their work since 1974. During
these years, I worked closely with them on projects ranging
from future land plans to multi-million dollar bond (general
and revenue) programs. Also, I would like to comment on the
fine architectural services provided by Rady and Associates.
The City's new 13,000 square feet librarywas designed by
their staff. The City is pleased with their turn-key
operation. Not only had Rady and Associates been
professional, (as one would expect), but they became a team
member, much like a staff person. ! appreciate this with any
contract entity.
I have no reservation In making this recommendation for your
organization's consideration. If I may be of further
service, please contact me at your earliest convenience
at 246-4971.
Sincerely,
Bob Salinas
City Manager
BS:dld
CJ-r ¥
December 3, 1992
To Whom it may concern:
It has come to my attention that you will be interviewing firms for contract engineering
services. I am also aware that the City of Haltom City has been listed as a reference client
for Rady and Associates. It is my pleasure to provide a letter of introduction of Rady's
behalf.
Rady has been Haltom City's consulting engineer almost since the time the city was
incorporated in 1949. They have provided full engineering services, ranging from capital
/mprovement and bond program planning, drainage improvement planning and design, flood
plan management assistance, architectural services, park design, master planning,
infrastructure improvements, and street assessment programming. Rady avails their staff
for not only large projects, but for smaller issues of concern as well.
Rady provides a highly personalized service with customer emphasis. Even now as Derrell
Johnson holds the title of Chairman of the Board, he continues to make himself available
to the Council and staff if he is needed. All Rady's staff is available on call to us as needed
to attend meetings, perform site work, or to meet with a citizen of the city regarding a
specialized problem. Reports to the Council are well-written and presented in a manner
that can be readily understood by the lay person interested in learning more about a project.
Project and bid reports are thorough and timely presented.
I know that you would find Rady to be a reliable and responsible engineering consulting
firm. Please feel free to call on me or Mayor Charles Womack should you have specific
questions you would like addressed.
Sincerely,
Ken Slovak
Interim City Manager
5024 Broadway Avenue, P.O. Box 14246, Haltom City, Texas 76117-[7246
817/834-7341 Metro 817/429-0702 FAX 817/834-7237
JJR/
2828 Routh Street Suite 600
Dallas, Texas 75201
214 871 9220
214 871 7643 FAX
110 Miller
Ann Arbor, Michigan 48104
313 662 4457
313 662 7520 FAX
111 West Washington Street
Suite 1660
Chicago, Illinois 60602
312 641 0770
312 641 6728 FAX
Introduction to the Firm
Johnson JOhnson & Roy/inc (JJR)
specializes in land and resource planning,
urban design, and landscape architecture.
Our goal is to achieve a proper balance of
man with nature; our focus is upon
improving the quality of outdoor
environments within which people live,
work and play. We measure our success
on the increased enjoyment that people
derive from environments that we enhance.
Our ability to develop innovative design
concepts and to gain their acceptance
through creative graphic communication
has set a standard of excellence for' the
profession. We derive solutions to our
client's needs through an analytical
problem-solving process. Because we
involve our clients in the design process,
the appropriateness and feasibility of the
plans we produce are increased. JJR is
proud of its long list of repeat clients and
the number of projects successfully
implemented since our founding in 1961.
Geographically, our practice extends into
all areas of the United States and beyond.
Our projects span the entire spectrum of
people's needs, ranging from' preservation
and enhancement of natural areas to the
development of urban centers.
JJR/
Urban Planning/Design
Experience Matrix
Communltywide Planning & Urban Design
Birmingham Urban DeSign Birmingham. MI · · · · · ·
Bloomington Planning Sludy Bloominglon. IN · · · · ·
Downtown and Waterfronl Developmenl Kenosha. WI
Fair Park Dallas, TX · · · · ·
Historic Downtown Slreelscape Piano, TX · · · · · ·
Municipal Recrealion Study Harbor Springs. MI ·
Piano Comprehensive Plan/Urban Design Piano, TX · · · ·
Renaissance Center Delroit, MI · · ·
St. Charles Downtown Redevelopmenl St. Charles, IL · · ·
Urban Design Appleton. WI · · ·
Center City Development Emphasis
Ann Arbor Downtown Plan Ann Arbor, MI · · · · ·
CBD Seclor Plan Updale Forl Worth, TX · · · ·
Downtown Oevelopment Grand Junclion, CO · ·
Downlown Urban Design Fond du Lac, WI · · · · ·
Farmer's Market Ann Arbor, MI . · · · · ·
Green Bay CBD Green Bay, WI ' ' · · · ·
Gross· Point· Village Grosse Poinle. MI · · ·
~-Iart Plaza Delroil, MI · · · ·
Lakewood, CO · · ·
Mac·mb Place Mall Mounl Clemens, MI · · · · ·
~ McCamly Square Battle Creek, MI · · · ·
Miami Juslico Center Miami, FL · · ·
New Center Commons Detroit, MI · · · · ·
Urban Park Detroil. MI
Waterfront and Recreational Development
Downdver Industry Wyandotte, MI · · .·
Downlown Plan and Harb~ Sludy Racine, WI · · · · · ·
Lakelront Study Chicago, IL
Onlario Beach Port of Rochesler Rochester, Ny- · · · ·
Skokie Corridor Highland Park. IL · · · ·
Town Lake Austin, TX · · · · · ·
Waukegan Lakefront,Planning Waukegan, IL · · ·
Streetscape Improvements
Bay Streel Study Harbor Springs, MI · · · ·
Downtown Re-Development Waukesha. WI · · · · ·
Downlown Revilalization Piano, TX · · · · ·
Downlown Urban Design Fort Collins, CO · · · · ·
Goodyear Slreetscape Guidelines Akron, OH · · · ·
Main Street Promenade Ann Arbor, MI · · · · ·
Maple Avenue Study Dallas, TX
P~eslon Cenler Dallas, TX · · ~ ·
River City Mall Louisville, KY · · · ·
Snider Plaza Dallas, TX (University Park) · · · ·
Urban Street Furnilure Manual Detroit, MI · · ·
Washington Square Lansing. MI · · ·
~{~n Transportation and Amenity Improvements
[. ' 1-696 Inlerslale Highway Visual Improvement Delroit. MI
Main Slreel Improvemenls Rochester, NY · · · · · ·
People Mover Delroil, MI · · · · ·
Rochesler Main Stmel Transit & Pedestrian
Improvements Rochesler, NY · · · e ·
,San Anlonio Slreelscape San Anlonio, TX · · · · ·
Woodward Plaza and Transitway Detroit, MI · · · ·
Streetscape References:
Mr. Frank Turner
Director of Planning
City of Piano
P.O. Box 860358
Piano, TX 75068-0358
214/424-6531
Dr. George S. Robinson
Director of Real Estate
EDS
5400 Legacy Drive, H3-2F-53
Piano, TX 75025
214/605-1300
Mr. Peter Jamieson
Parks & Recreation Department
City of Arlington
P.O. Box 231
Arlington, TX 76004-0231
817/459-5479
Mr. Paul Dyer
Parks & Recreation Department
Dallas City Hall, 6F
1500 Marilla
Dallas, TX 75201
214/670-4114
Project Experience in Coppell:
JJR has not done any public or private projects in the City of Coppell in the past year. JJR did
planning and landscape development for the Parks of Coppell for Univest, The Lakes of
Coppell and RiverChase for Terra Development and Valley Ranch for Triland in the mid 1980's.
Johnson Johnson & Roy/inc
:'I "l'i 11
Dale S. Sass, ASIA
Principal
Landscape Architect and Planner - Dallas Office
Years of
Experience
Education
Registration
Experience
Mr. Sass is one of JJR's lead planners/designers and Director of Design
for the firm's Dallas office. He becomes .directly involved in each assign-
ment, participating in project workshops with the Client as well as direct-
ing, on a dally basis, all professional staff assigned to a study. His out-
standing talents as a designer.have earned JJR several of its numerous
national awards. His sensitivity to natural and cultural environmental
features and his ability to balance man and nature is exceptional.
25 years
Michigan State University
Bachelor of Science in Landscape Architecture, 1967
Landscape Architect - Texas, Michigan
Previous experience Includes:
Campus/Institutional Planning
Atlanta University District - framework plan to coordinate five college
facilities for the 1996 Olympics - Atlanta, Georgia
Auburn University Facilities Master Plan - plan for 1,800 acre campus
outlining concepts for land use, ciroulation, open space and visual
enhancement for 20,000 student college campus - Auburn University -
Auburn, Alabama
Aubum University School of Business Feasibility Study - site selection
study to locate a 75,000 square foot business school complex - Auburn
University - Auburn, Alabama
Central Michigan University Master Plan Update - revised plan for 16,000
student campus - Central Michigan University - Mt. Pleasant, Michigan
Episcopal School of Dallas Master Plan - plan for K-12 campus and
nature center- Episcopal School of Dallas - Dallas, Texas
Florida State University Campus Master Plan - the 346 acre site provides
for 4.8 million square feet of facilitlas. The Campus Master Plan identiflas
sites for 32 new and/or renovated facilities and eliminates much of the
vehicular/pedestrian conflict - Florida State University - Tallahassee,
Florida
Hillcrest Medical Center - satellite community hospitals and medical malls
for the towns of Owasso and Broken Arrow - Hillcrest Health Care
Systems - Owasso and Broken Arrow, Oklahoma
Johnson Johnson& Roy~nc
Dale S. Sass, ASLA
Principal
Landscape Architect
and Planner - Dallas Office
Corporate/Office/Industrial
CentrePlaco - 375-acre conceptual development plan, land use, and
circulation plan for mixed-use development - Centre Development
Company - Farmers Branch, Texas.
Centrum Development - master planning, urban design and landscape
elements focusing on a landscaped courtyard surrounded by two levels of
retail shops and an office tower - Hurd Development Company - Dallas,
Texas
Computer Associates Tower - site development for high-rise office
building in Las Colinas' Urban Center - Uncoln Property Company - Irving,
Texas
Exxon Headquarters Site Environmental Report - McCutchin Tract - site
analysis for a headquarters building that maintains the Integrity of the
natural features - Exxon - Irving, Texas
General Motors de Mexico - development of a stormwater management
plan to facilitate construction and long term site stability in a desert
mountain environment General Motors- Saltillo, Mexico
High Point Center - land use master plan and open space with water
feature - The Vantage Companies - Dallas, Texas
Hilti Western Hemisphere Headquarters Complex - master plan and initial
phase development of headquarters and training center complex - Murray
Jones & Murray Architects - Tulsa, Oklahoma
International Harvester Corporation Headquarters - site and
environmental planning for the $80 million facility located on 442 acre site
- Burr Ridge, Illinois
Matsushita Electric Corporation of America - concept plan to incorporate 9
manufacturing and research facilities on a 650 acre site near Alliance
Airport - Fort Worth, Texas
Salt River Project - site planning and design for new corporate
headquarters campus - Salt River Project - Tempe, Arizona
Sullivan Central - high rise office development featuring a garden/plaza
built entirely above an underground' parking garage - Sullivan
Development Company - Dallas, Texas
Johnson Johnson & Roy/inc
Dale S. Sass, ASIA
Principal
Landscape Architect
and Planner - Dallas Office
Environmental Planning
The Boardman River Study - planning study of 186,000 acre watershed
balancing both the environment and the values of those who reside in the
area - Traverse Bay Regional Planning Commission - Traverse City,
Michigan
Charlevoix County - county wide environmental features survey and
development guidelines - Charievoix County Planning Commission -
Charlevoix, Michigan
Uttle Cuyahoga Riverway Improvement - a public/private funded study to
reclaim the Industrial river corridor for urban recreational purposes -
Goodyear Tire and Rubber Company and the City of Akron - Akron, Ohio
Lower Colorado River Authority Land and Water Management Plan -
management and land use plan for 50,000 acres of land, and control
techniques for 65,000 acres of water - Lower Colorado River Authority -
Austin, Texas
Piano Creek Erosion Control Study - erosion control guidelines for 28
miles of creek corridors - City of Piano - Piano, Texas
Land Planning
Chase Oaks - 770 acre master plan for mixed-use development - The
Cambridge Companies - Piano, Texas
CityView - general development plan and design guidelines for
business/commer~ial center - Sullivan Development Company - Fort
Worth, Texas
Jupiter Road Industrial District - master plan for 355 acre Industrial park -
Pacific Realty Corporation - Garland, Texas
Lakes of Coppell - entrance wall design, parkway and median
improvements - Triland Development Corporation - Coppell, Texas
Riverchase - 600 acre landscape development guidelines for mixed-use
golf course development - Terra International, Inc. - Coppell, Texas
Rock Creek - master plan and freeway routing study for 2,300 acre mixed-
use development - CapCon Interests - Fort Worth, Texas
Trophy Club - expansion plan for 2,200 acre established golf course
community - Independent American - Roanoke, Texas
Valley Ranch - 2,400 acre open space landscape implementation for
streetscape, parks and canal greenways - Triland Development
Corporation - Irving, Texas
Johnson Johnson & Roy~nc
Dale S. Sass, ASIA
Principal
Landscape Architect and Planner - Dallas Office
Villages of Bear Creek - 700 acre landscape design Implementation for
mixed-use development - Triland Development Corporation - Euless,
Texas
White Rock Creek Lakes - a plan to create lakes as a development
amenity and Irrigation water source - EDS - Piano, Texas
Parks
Austin Town Lake Comprehensive Plan - award-winning park planning,
urban design and land use guidelines for 2,500 acre Town Lake Corridor -
City of Austin, Austin, Texas
Austin Nature Center - master plan encompassing two major ecologic
zones to address interpretive opportunities, use, functional relationships,
and mitigate freeway adjacency - The City of Austin - Austin, Texas
Birmingham Park and Recreation Master Plan - system-wide assessment
and recommendations for municipal parklands, facilities, services and
management policies - City of Birmingham - Birmingham, Alabama
Cameron Park Master Plan - master plan and rehabilitation strategy for
250 acre historic park - City of Waco - Waco, Texas
Fair Park Redevelopment - master plan for 227 acre urban park to restore
key elements of the 1936 Art Deco design. Implementation Includes the
creation of a large pedestrian zone, two new pedestrian entrances, a
refurbished ceremonial plaza, and additional fountains, walkways and
seasonal planting beds - City of Dallas - Dallas, Texas
Garden of the Gods Master, Plan - set up specific recommendations
covering land use, circulation, erosion control and plan implementation
guidelines - City of Colorado Springs - Colorado Springs, Colorado
Lake Lavon Conceptual Master Plan - comprehensive growth and
management plan strategy for the lake and adjacent public and private
lands - Collin County - Collin County, Texas
Lighthouse Landing - guidelines for architectural and landscape
restoration including policies and plans regarding circulation, parking and
recreational uses - City of Evanston - Evanston, Illinois
Pictured Rocks National Lakeshore - award-winning design plans
affording reasonable visitor access yet minimizing human Impact -
National Park Service - Alger County, Michigan
Schell Park - addition of softball and so~er fields, bicycle trails, lighting,
Irrigation and play areas to existing 25 acre park - City of Piano - Piano,
Texas
Johnson Johnson & Roy/inc
Dale S. Sass, ASLA
Principal
Landscape Architect and Planner - Dallas Office
North Michigan Avenue Study - streetscape redevelopment study - NMA
Business Association - Chicago, Illinois
San Antonio Streetscape Redevelopment Houston Street Area - 30
blocks of streetscape Improvements focused on San Antonio's historic
retail area - VIA Metropolitan Transit, City of San Antonio and Downtown
Owners Association - San Antonio, Texas
Memberships
American Society of Landscape Architects
Academic
Visiting Lecturer and Critic: Texas A&M University, University of Georgia,
University of Texas at Arlington, Louisiana State University, University of
Michigan
Assistant Professor - Louisiana State UniverSity
Johnson Johnson & Roy/inc
High Point Center
Dallas, Texas
High Point Center is a 45-acre, mixed-use development located in
north Dallas. JJR provided master planning for the office park and
site design for the six-acre linear water feature and perimeter
streets.
Prior to JJR's involvement in the project, a natural drainage course
through the center of the site was destroyed to construct a major
sewer line. In evaluating alternative development concepts, it was
obvious that the valley would provide an ideal common open space
for the development if the "natural" creek could be 'restored". The
drainage basin for the site was too limited to provide permanent
water flow so a recirculating water system and a storm sewer was
designed to ensure high water quality.
The waterway/open space system is a progression - from the "man-
made", beginning at the fountain plaza; to the 'natural", through a
series of cascades and ponds, culminating at the lake feature.
Water flows through three ponds and native rock cascades,
supplemented with collected native plants and aquatics. Moss rock,
ranging from 100 to 3,000 pound boulders, has been set in a gunite
base. Other features of the open space development include
terraced amphitheater seating, a central sculptural/water feature, a
3/4 mile creekside walkway, stone seat walls, three stone bridges
and a 20-foot water jet in the lake.
Johnson Johnson & Roy/inc
High Point Center
Dallas, Texas
Valley Ranch
Irving, Texas
The Valley Ranch is a new community located in Irving, Texas, 15 miles
northwest of downtown Dallas. The 2,500 acre site will contain a mix of
residential, business park, office, commercial, and recreation land uses.
To ensure community identity and visual order, JJR has prepared a
comprehensive set of Landscape .Concepts and Design Guidelines.
The Landscape Concepts establish a unifying design theme for seven
individual components: entrance, arterial boulevards, parkways, canals,
lake edges, levees and flood plain open space.. As a result, people will
experience the community as an understandable and ordered entity.
The Design Guidelines integrate individual projects into the community
fabric, covering a broad palette of materials.
Johnson Johnson & Roy/inc
Vafley Ranch
Irving, Texas
State Capitol Loop
Lansing, Michigan
Johnson Johnson & Roy/inc has been retained to plan and design
streetscape improvement plans for approximately four miles of primary
streets in Michigan's state capital city. JJR's primary responsibility is to
design and recommend appropriate design improvement features
creating a grand setting and unique circulation route in the vicinity of the
State Capitol and downtown Lansing. The project will also serve to
integrate the Capitol, other government facilities, downtown businesses
and neighborhoods, as well as stimulate new development in the Capitol
Loop area. To accomplish this, JJR is working with a Capitol Loop Issue
Team whose membership includes representatives from the Michigan
Department of Transportation, the City of Lansing, the TH-County
Regional Planning Commission, and the Lansing Board of Water and
Light. JJR is also working closely with neighborhood groups and
downtown merchants in order to formulate a plan best realizing the
needs and desires of residents and area visitors, while still fulfilling
project goals.
Johnson Johnson & Roy/inc
Capitol Loop
Lansing, Michigan
TT T I
Riverchase
Coppell, Texas
Riverchase is a 600 acre golf course residential development in Coppell, Texas.
JJR provided landscape amhitectural services for the common area landscaping
and coordinated the efforts of the golf course amhitect and engineers. Prior to
filling the floodplain for the golf course development, JJR evaluated all existing
vegetation, and determined those trees suitable for transplanting into the new
development.
To enhance the image of the p~oject, JJR designed entry features, signage,
lighting, landscaping and club house site planning. As a result of JJR's efforts,
the existing site vegetation was carefully distributed between the floodplain and
other areas, creating a wooded environment in previously barren uplands.
Johnson Johnson & Roy/inc
Riverchase
Coppell, Texas
Windsor Ridge
Las Collnas, Texas
Windsor Ridge is a 30 acre residential tract adjacent to the Las Colinas
Sports Club and Golf Course. JJR was the planning and landscape
architectural consultant with prime design responsibility for the site
planning, entry features, park, and common area landscaping.
The site plan utilizes the topography to advantage, maximizing views to
the golf course. The entry, designed for security control, features
extensive use of walls and evergreen plant materials to provide a
dramatic sense of arrival. The heavily landscaped arrival sequence
continues through the site along a major street and ends in a park
overlooking the golf course. JJR's solution is in sharp contrast to the
typical residential development in the area and adds to the market
appeal of this successful project.
Johnson Johnson & Roy/inc
Windsor Ridge
Irving, Texas
Fair Park
Dallas, Texas
Fair Park, a 277-acre park containing the largest complex of cultural and year-
round recreational facilities in Dallas, is located just two miles from downtown
and attracts more than five million visitors annually.
In the 1982 bond program for the Dallas Park and Recreation Department, $18
million was approved for the general redevelopment of Fair Park with'
improvements completed for their Sesquicentennial Celebration.
Fair Park has been redeveioped by complementing and enhancing the Art Deco
architectural style of the 1930's. The Dallas Park and Recreation DePartment
has renovated and recreated prominent architectural elements, restored the bold
color themes, recreated the pattemed lighting effects, added land-scaping,
irrigation, pavers and has renovated all main gate and entrance elements. The
unique illumination of Fair Park is achieved through feature lighting of
architecture and landscaping, and the spot lighting of these features and spaces
is the focal point in the renovation. The lighting of the exterior spaces maintains
an ambient light level that doesnl compete with the highlighting of the
architecture. In addition, new light standards and fixtures established continuity
and historical identity.
Johnson Johnson & Roy/inc
Fair Park Development
Dallas, Texas
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EXPERIENCE OF FIRM OR INDIVIDUAL TEAM MF.,MBERS
WITH PROJECTS IN COPPELL
TOWN
McArthur Boulevard
Sandy Lake to DeForest Drive
CLIENT
Triland Development
Company
McArthur Boulevard
Belt Line Road To Star Leaf
Riverchase J.V.
Sandy Lake Road
IH 35 to Trinity River
DeShaso, Starek &
Tang, Inc.
Numerous Streets
Reconstruction
Various Clients
Moore Road
Belt Line Road to Sandy Lake
Coppell Town Hall
Guinn Inc.
City of Coppell
c/o O'Brien O'Brian Nyflers
& Callaway Architects
Coppell High School
Coppell Elementary #5
Coppell Elementary #6
Coppell Intermediate
Pinkerton School Addition
Coppell Elementary #7
Coppell I.S.D.
The Riverchase Development
Riverchase I.V.
The Lakes of Coppell Development
Triland Development
Company
Rone Engineers
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Charles M. Jackson, P.E.
Vice-President, Engineering
Education
Georgia Institute of Technology
- B.S. Civil Engineering
Georgia Institute of Technology
- M.S. Civil Engineering
Registration
Registered Professional Engineer
Texas, Oklahoma and Georgia
within the States of
Experience
Charles Jackson has over seventeen years experience in
management and project coordination of geotechnical
engineering and construction materials testing projects. His
experience includes virtually all types of projects including
heavy civil, industrial, commercial, water resources,
subdivision, development, and special purpose consulting.
Mr. Jackson manages the geotechnical operations in the
Dallas Office of Rone Engineers, Inc. Previously, he
managed the Geotechnical Engineering Division in Fort
Worth and served as Quality Assurance Coordinator for the
materials testing, and geotechnical engineering activities.
During construction of Richland Chambers Dam, he served
-as the prime liaison between Rone Engineers and the
owner, engineering consultants, and contractor.
Mr. Jackson's experience in geotechnical engineering
specifically includes studies on schools, high-rise
structures, manufacturing facilities, electric power
generating sites, earthen dams, materials reserves, airport
and highway pavements and bridges, site selection and site
developments, sanitary landfills, and waste treatment
plants. He also has vast experience in distress
investigations including buildings, pavements, earth dams,
and houses.
Professional Societies
American Society of Civil Engineers
National Society of Professional Engineers
Texas Society of Professional Engineers
American Institute Architects
Texas Society Architects
Builders Association of Tarrant County
Consulting Engineers Council
Rone Engineers
.I
Saad M. Hineidi, P.E.
Vice President
Education
Memphis State University -
Bachelors of Science, Civil Engineering
University of Texas at Arlington -
Masters of Science, Civil Engineering
Professional Registration
Registered Professional Engineer with the State of Texas
Experience
Mr. Hineidi's experience in Geotechnical and Materials
Engineering (Geosciences) spans over fourteen years. Mr.
Hineidi's responsibilities while at Maxim Engineeres
included set-up and coordination of procedures and
scheduling for drilling (subsurface investigation),
engineering testing laboratory, and construction materials
engineering and testing. At Rone Engineers he is
responsible for marketing activities in the Dallas area as
well as review of Geotechnical and Materials Engineering
reports. As a Project Engineer, Mr. Hineidi is responsible for
testing and inspection services, report review, and quality
control/quality assurance programs. He has also be retained
as an expert on a number of legal matters, acting in the
capacity of expert testimony. Mr. Hineidi's project
experiences include single and multi-family structures,
subdivisions, commercial developments, single story
industrial and office buildings, multi-story and highrise
buildings, deep excavations, roads, highways, bridges,
airport pavements, dams and embankments, ponds, lakes,
municipal waste landfills and power plants.
Mr. Hineidi has served on the Board of Directors for the
Texas Society of Professional Engineers (TSPE), Dallas
Branch since 1984. He has served as Secretary, Treasurer,
State Director and Vice President and is currently serving
as President-Elect. Mr. Hineidi was recognized in 1987 as
the Young Engineer of the Year by the Dallas Chapter,
TSPE.
Professional Societies
American Society of Professional Engineers
National Society of Professional Engineers
Texas Society of Professional Engineers
Society for Marketing Professional Services
Rone Engineers
Keyvan Ranjbaran, P.E.
Project Engineer
Education
University of Missourri at Kansas City - Bachelor of
Civil Engineering
Science,
Professional Registration
Registered Professional Engineer with the State of Texas
Experience
Mr. Ranjbaran's experience in Geotechnicat and Materials Engineering
(Geosciences) spans over eight years. Mr. Ranjbaran's responsibilities
include coordination of procedures for subsurface investigation, labora-
tory engineering testing, and construction materials engineering and
testing. As a project engineer, Mr. Ranjbaran is responsible for organizing
the field and laboratory programs, analyzing the laboratory data, and
preparing geotechnical engineering reports for various type projects.
Mr. Ranjbaran's project experience include'commercial, residential, munici-
pal, transportation, and high-rise structures. These projects include office
complexes, shopping centers, malls, and apartments/multi-family complexes,
manufacturing plants, hospitals, subdivisions, parking garages, bridges,
education centers, seepage studies and groundwater control.
Mr. Ranjbaran has performed special studies which include foundation failure
and correction, soil/cement analysis and remedial investigations. Mr.
Ranjbaran was a member of a team involved in a special study consisting of
the installation and monitoring of test pads. This study was performed to
further evaluate the volumetric change potential of the subsurface soils below
final grade and the effect of lime slurry pressure injection procedures to
achieve a reduction in the soil's shrink swell potential within the expansive
clays.
Rone Engineers
Chula B. Ellepola
Assistant Engineer
Education
Peoples' Friendship University, Moscow, U.S.S.R.
- M.Sc. Civil Engineering
Texas Tech University
- M.Sc. Civil Engineering
Experience
Chula Ellepola has five years of experience in teaching
undergraduate soil mechanics laboratory. He has experience
in conducting soil characterization, soil strength, and soil
consolidation tests. He has also taught Undergraduate
Foundation Design, Hydrology and Irrigation Design. While
obtaining his M.Sc.
spent a cumulative
curvature arch,
embankment types
at the Russian Dam
of designing dams.
in Civil Engineering in the U.S.S.R., he
period of one year working on double
and rock-filled central clay core
of dams. He has also spent five weeks
Design Institute studying their methods
While obtaining his M.Sc. at Texas Tech University, Mr.
Ellepola worked extensively on expansive soil-non plastic
· soil interface problems for the Texas State Department of
Highways and Public Transportation. His work focused on
identifying the cause of longitudinal cracks appearing in
asphalt surfaced highways built on overpasses constructed
using highly plastic clay embankments retained by
reinforced earth type retaining walls. While working on this
project for a period of two years he has gained experience
in the behavior of expansive soils, design of reinforced type
retaining walls and in the installation and monitoring of
Thermocouple Psychrometers and Moisture Heat
Disssipators.
Mr. Ellepola has performed numerous geotechnical
investigations and analyses throughout North Texas. His
work has included multi-story and single story buildings,
pavements, bridges, retaining structures, deep foundations,
slope stability analyses, fill investigations, water-related
forensic investigations, and soil-structure interaction. He
has managed the engineering laboratory'and is capable of
performing and instructing others in the performance of all
laboratory tests.
Professional Societies
American Society of Civil Engineers
Sri Lankan Geotechnical Society
Sri Lankan Society for the Advancement of Science
T ¸lT
Rone Engineers
11
STANDARD 1. Project Name / Location for which Firm is Filing: 2a. ~meme B~lneu 2t). Agency Identificalion
FORM (SF)
Dally Announcemenl Number, il any:
COPPELL, TEXAS
Project
3. Firm (or Joinl-Venlum) Name & Address 3a. Name, Title & Telephone Number of Principal Io Contact
BRITTAIN & CRAWFORD JAMES L. BRITTAIN, R.P.L.S.
LAND SURVEYORS PARTNER, (817) 926-0211
3908 S. FREEWAY
FORT WORTH, TEXAS 76110 3b. Adclressofofficetopertormwom, lfdifferentfromltem3
4. Personnel by Discipline: (Mst each person only once, by pdmary function.) .
..~ A, dminislralive Electrical Engineers Oceanographers
Architects Estimators . Planners: Urban/Regional
Chemical Engineers Geologists Sanitary Engineers
Civil Engineers Hydrologists Soils Engineers
Construction Inspectors Interior Designers Specification Writers
.-~ Draftsmen Landscape Architects Structural Engineers
Ecologists Mechanical Engineers ~) Surveyors
Economist~ Mining Engineers Transportation Engineers ~ Total Personnel
5. If submittal is by JOINT*VENTURE list participating firms and outline specific areas oi responsibility (including administrative, technicaJ and financial)
Io~ each firm: {Attach SF 254 lot each il not on file with Procuring Office.)
Sa. Has this Joint-Venture previously ~vorked together? I"t yes !-1 no
6. II respondent is not a joint-venture, list outside key Consultants/Associates anticipated lot this project (Attach SF 254 lot Consultm'tts/Assoclples listed,
il not already on lite with the Contracting Office).
Worked with
Prime I~lom
Name & Address Specialty (Ye~ or No}
ti NONE
4!
6)
?t .
8) .
?. Bdel resume o! key I::~H'.son$, $pedalist$, and individual cof~sultants anticipaled lc,' th~$ project.
zmm~&n,~ JAMES L. BRITTAIN, Managing
Partner, Reg. Prof. Surv. Tx. No. 1674 '
z Name&'r, tle: JACK M. CRAWFORD, Partner,
Registered Prof. Surv. Texas No. 4059
b. Project t~sig nment:.
Principal in charge of surveys.
c. Name el Rrm with which a..~ociated:
BRITTAIN a CR. AWFORD
e. EduCation: Degree(s) I y~atl Specialization
.r
29 y~ars experience in lind sur¥~ying.
t Act'.r~ Registration: Year First Registe.md/Disciplirm
TR Reg Prof. Land Surveyor, No. 1674
Ark Reg Prof. Land Surveyor, No. 831 and
A.as~a ~eg Prof. Land burv.
g. Omar Experience a'~d C)ualilications relevant to the
proposed project'
12 years working with Southwest S~rvey.
& Mapp.in~.= .29 .years . total experience.. .
Mr. Br[tta[n is a Licensed Sur. veyor ~n
three states, was personally ~n charge·
of all control surveys for DFW.Airport,
worked on contract with the Ft. Worth
Dist. C~"of Eng. for many years on ma3.'or
lakes, Army and Air Force Bases, and [s
recognized by the C. of E. as an expert
in control surveys and topographic sur-
veys.
b. Projact Aaskjnme~nt.~
P'r.incipal in charge of surveys.
c. Nm'ne ol Finn with which
BRITTAIN & CRAWFORD
cl. Yea~ experieno~: With '11'~is Rrm 14 With
e. Education: 2D~rsa(s) I Year~'l Specializ~ti<~
19 years experience in l~.nd surveying.
I. Acfiv~ Registration: Year First_Registerad/OL&cipline
Tx.. Reg. Prof. 'Land Surveyor, No. 4059
g. Other E~perience and Qualificatkx~ ralev~l to the
proposed project'. -
A Registered Professional Surveyor since
1982, he has done engineering design and
construction su'rveys for the cities of
Dallas, Ft. Worth, Arlington and Mans-
field. Mr. Crawford w. as employed by
Carter & Burgess Engineers from 1970
through 1975, and worked on 'DFWiAirport
during that time, and also was ~n charge
of quantity calculations in 1985, 1986
and 1987 for DFW-Airport/Brittain &
Crawford contract.
7. Bdel resume ol key persons, specialists, and individual consultants anticipated tot this project.
Nan~ & Tit~e:
John D. Russell
b. Pm}eot A_~signment:
Field SuperVisor/S~r~eyor/'
Field. Crew Chief
r.. N.~ne of Firm with which a.~,ociated:
Brittain & Crawford
ct. Years experience: With This Firm '7 _ - With Other Firrr~
e. Education: Degree(s) I Year I Specialization .
Name & T~l~:
Thom~;s D~id O'Connell
b. Project A.~signment:
Field SuperVisor/SurVeyor/
Field Crew Chief
c. Nam-, ol Firm with Which a~.-,ociated:
Brittain & Crawford
d Years experience: With This Firm'l') Wit,h Other Firms
e. Education: Degree(s) I Years I Specialization
28 year~ practical fi'eld surveying..
L A.c~h~ Registration: Year First Registered/Discipline
N/A
g. Other Experi;nce and Qualifications rele~nt to the
proposed project:
Mr. Russell was directly in~oi~ed with
the original 'surveying of DFW.-Airpo. rt,
while employed by Southwest Surveyzng .
and was the surveyor/computer technician
for the quantity calculations for.the.
DFW-Airport/Brittain & Crawford Contract
1985, 1986 and 1987. .Mr. Russell also
worked with Mr. Britt, in on many major
projects for the C. of E. thr?ughout the
Southern U.S.A. He was also tn char. ge
of the ga.s powered.electric plant
surveys tn DeCordova Bend, Texas..
a
12 years practical field surveying.
- £' Acliv~ i~ji.stration: Ye-ar First Registered/Discipline
N/A
g. Other Experience and Oualifications relevant to the
proposc,,d project:
Mr. O'.Connell is a' S~r~eyor/Computer
Specialist with Brittain & Crawford,
and.was direct supervisor over the
survey.crews involved in the DFW-Airpor't
'Britta'~n & CraWford Contract 1985, 1986
and. 1987. Mr. O'Connell is also the
surveyor in charge of all surveys for
the City of Mansfield hear the S.C.S.
Project.. He was also in charge of the
of the Nuclear Power Plant. Hazardous
Waste Surveys in Glen Rose, Texas.
,.' I
7. Bnef resume ol key' persons, spec~ahsts, and mcrnndual consultants antimpated lot this prolecL
· Name & Title: .' ·
Stuart Smith ·
Surveyor/Fie~d Crew Chief
C. Nazne o! Firm'with which ~.~soCialed:
Brittain & Crawford
ri Years exper,ence: With This Fiml_~_ With Other F:rms
e. Ecluca,ion: . Degr~--Js) / Year I Specialization
8 years practical field surveying.
[. Active Registration: Year First R~istered/D:scipline
g. Other Experience and OualifiC~lions relevant to the
proposed project:
Mr. Smith was one of the survey crew ...
the 1985,' 1986 and 198Z
members during .
DFW-Airport Britta[n &.Crawford Contract
and was directly involved with the
surveys for design! construction and
quantity verification in this contract
phase. Mr. Smith was also the Field
Survey Coordinator for the right-of.-w~y,
construction control and design surveys
for the City of Mansfield.
a. Name & Tdla:
Doug Sorrells
b. Project Assignment:
Surveyor/Field Crew Chief
Brittain & Crawford
e. Educ. al~or1: Degre.e(s)./Year.~ / SpecialLT~tio~l
B,A. in History.. .
13. years practical, field surveying.
L Active Registration:
Year First Registered/Discipline
g. Other Ezperience ~nd Qualifications relevant to the
proposed project:
HrL Sorrells was one of the survey cre~
members during the 1985, 1986 .and 1987
DFW-Airport Brittain &.Crawford Contract
and.was directly involved with the
surveys for design co. nstruction and
quantity verif-iCat: '
ion [n this contract
phase. Mr. Sorrells was the Field
Surveyor for the right-of-way projects
for the City of Arlington.
-%
7
8. Work by firm o~ joint-venture members which best illusb'ates CUrTent qualifications releVant to this Ixoject (list not more than 10
Project Name & Location
(l! Drainage & Flood
Study of Entire
City_of Grapevine
(21 All Capital
Improvements in
Parks of Coppell
Parkway Blvd. &
Cowboy Drive
Park§ of Coppell
Parkway Blvd.
&
Heartz Rd from
Sandy Lake to Pkwy
~61 Villages of Cotton-
wood Creek in
Coppell, Texas
~?~ Park Springs
Boulevard
Arlington, Texas
~8) Lamar Boulevard
Arlington, Texas
Green~ Oaks Blvd
from I20 - Pioneer
Parkway, Arlington
Dallas - Fort
International
,rt
b. Nature of Firm's Responsibility c. Project Ovmer's Name & Address
Horiz/Vertical
Control & Creek
Cross-sections
Design & Constr
& Right-of-way
City of Grapevine
413 Main Street
Texas
d. e. Estimated Cost (in thouaazx:ls}
Date
(actual or Entire Fim~ wa3/i~
estimated) Pml~'t res~oo~sib~e
City of Mansfield. 1987
1305 E..Broad Street thru
700 70
Design, Constr-
uction and
ROW Surve
Boundary & ROW
Surveys on Sand
ABQ Development
New Mexico
ABQ Development
New Mexico
1988
thru
1989
1988
thru
100
10(
Design - Constr ABQ Development
and Right-of-wa' .New Mexico
Design - Constr
and Right-of-
Surve'
Design - Constr
and Right-of-
way Surveys
Design - Constr
& Right-of-way
Jim Sowell Company
Dallas, Texas
City of Arlington
Arlington, Texas
City of Arlington
Arlington, Texas
1988
thru
1985
thru
1987
1988
thru
1993
1989
thru
000 150
6,000 150
Design and
Right-of-way
Surveys
Control and
Quantity
City of Arlington
Arlington, Texas
Dallas - Fort Worth
International
1992
thru
1993
1985
thru
50
9. All work by firms (x joint-venture members currently being pedormed directly to~ Federal agencies.
-:
c. Agency (Responsible Office)
· Name & Address
e. Project Name & Location
b. Nature of Finn's Responsibility
NONE
to
· I e. Estimated Cost
d. Percent
complete/ Entire project
"T
in Thousands)
Work for
which firm
i~ responsil
Iorthe~oposed project.
Brittain & Crawford Land Surveyors has been utilized by many engineering
companies throughout the Metroplex since 1973. Design, right-of-way,
topographic and construction surveys of major roadways and drainageways is one
of their major specialties. As indicated on Page 8 of this sheet, numerous
design survey projects have been successfully completed in Coppell, Arlington
and Mansfield on major roadways and boulevards. Brittain & Crawford has over
1.10 years of cumulative survey staff experience, including over 50 years of
surveying with the U.S. Corps of Engineers and some of the original control/
design surveyors of Dallas/Fort W~rth International Airport. Brittain &
Crawford has also been the design/control/ROW surveyors on major roadways,
drainageways and sewer and.water projects in'~and for the cities of Fort 'Worth,
Dallas, Irving, Plano, Co!leyville, Mansfield' Arlington, Sherman and
Denison. Brittain & Crawford is also design/construction surveyors with .
hazardous waste training (HAZWOPPER Certified) on numerous sites for many
nat~ional environmental engineering and utility companies.
' . ,._.~).~r~ ~--~~Date;
11. The Iofegoing isa statement o. llact~- . .,. ,
~_'~_..L.' _~ :Typed Name and Title: _J~%I~E S--~*--
1!
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