R2001-0184 12-10-01 RESOLUTION NO. R2001-184
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, AUTHORIZING THE CITY MANAGER OR HIS DESIGNEE TO
ENTER INTO A CONTRACT WITH TURNER COLLIE & BRADEN, INC.
PROGRAM MANAGEMENT AND PRELIMINARY ENGINEERING
SERVICES ASSOCIATED WITH THE PEARLAND MOBILITY AND
DRAINAGE BOND PROGRAM.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain contract by and between the City of Pearland and Turner
Collie & Braden, Inc., a copy of which is attached hereto as Exhibit "A" and made a part
hereof for all purposes, is hereby authorized and approved.
Section 2. That the City Manager or his designee is hereby authorized to execute
and the City Secretary to attest a contract with Turner Collie & Braden, Inc. program
management and preliminary engineering services associated with the Pearland Mobility
and Drainage Bond Program.
PASSED, APPROVED and ADOPTED this the
A.D., 2001.
10 dayof December
TOM REID
MAYOR
· ATTEST: /)
A~PP !PROVED AS TO FORM'
DARRIN M. COKER
CITY ATTORNEY
Exhibit "A"
R200~-~84
CITY OF PEARLAND
AGREEMENT
FOR ENGINEERING SERVICES
This Contract (Contract) is made between the City of Pearland, Texas
(hereinafter "City"), and Turner Collie & Braden Inc. (hereinafter "Engineer") as follows:
1. Summary of Contract Terms. The following information and referenced documents
shall be a part of this Contract:
Engineer:
Description of Project:
Maximum Contract Amount:
Contract Begins:
Contract Ends:
Attached Contract Document:
2. Services and Payment.
Turner Collie & Braden Inc.
Pearland Mobility & Drainage Bond Program
$2,067,953
September 17, 2001
Upon completion
Attachment A Scope of Services
Attachment B Summary of Appropriations
Attachment C Work Schedule
Attachment D Work Authorization Form
Engineer shall perform services within the Standard of Care of the Engineering
profession as follows:
A. Engineer will furnish services to the City in accordance with the terms and
conditions specified in this Contract. Progress payments may be requested by
Engineer based on the amount of services completed. Payment for the services of
Engineer shall be due and payable upon submission of a statement for services to City.
Statements for services shall not be submitted more frequently than monthly. Any
applicable new taxes imposed upon services, expenses, and charges by any
governmental body after the execution of this Contract will be added to Engineer's
compensation.
If City fails to make any payment due Engineer for services and expenses within
thirty (30) days after receipt of Engineer's statement for services therefore, the amounts
due Engineer will be increased at the rate of one percent (1%) per month from said
thirtieth (30th) day, and, in addition, Engineer may, after giving seven (7) days' written
notice to City, suspend services under this Contract until Engineer has been paid in full,
all amounts due for services, expenses, and charges.
B. All the Engineer's working drawings, plans, and specifications, if required under
this Contract, shall be sufficiently accurate, detailed, and complete so that competitive
bids for the work can be obtained and the improvements constructed.
C. Approval of the Engineer's work by the City shall not release the Engineer, its
employees, agents, or consultants, from the responsibility and liability for the accuracy
~nd competency of their designs, working drawings, and specifications, or other
documents and services.
D. Subject to Article 9 herein or as otherwise agreed, the Engineer shall promptly
correct errors in the Engineer's work, including errors discovered after final payment,
without receiving additional compensation.
E. The Engineer shall prepare a schedule of work identified as an attachment to
this agreement and submit it for review within 15 calendar days after receiving a Notice-
to-Proceed. The Work Schedule shall be submitted in digital and paper form, in the
Microsoft Project for Windows format. The Work Schedule shall contain a complete
schedule so that the Engineer's scope of services under this contract can be
accomplished within the specified time and contract cost. The Work Schedule will
provide specific work sequence and definite review times by the City and the Engineer
of the work performed. If the review time should take longer than shown on the work
schedule, through no fault of the Engineer, additional contract time will be authorized by
the City through a supplemental agreement, if requested by a timely written request
from the Engineer and approved by the City.
F. The City will prepare and issue work authorizations, in the form identified and
attached hereto as ^ttachment D, to authorize the Engineer to perform work tasks.
Each work authorization will include a description of the work to be performed, a work
schedule, and a budget agreed upon by the City and the Engineer. The basis of
compensation will be defined by the work authorization.
3. Term and Termination. This Contract term will begin and end on the dates shown
above. The City may terminate this Contract at any time during its term by giving
written notice to Engineer. The City shall pay the Engineer for all services rendered to
the date of termination.
4. Modifications. City without invalidating the Contract, may order changes within the
general scope of the work required by the Contract by altering, adding to and/or
deducting from the work to be performed. If any change under this clause causes an
increase or decrease in Engineer's cost of, or the time required for, the performance of
any part of the Services under the Contract, an equitable adjustment will be made by
mutual agreement and the Contract modified in writing accordingly.
5. Subcontracts. If, for any reason, at any time during the progress of providing
services, City determines that any subcontractor for Engineer is incompetent or
undesirable, City will notify Engineer accordingly and Engineer shall take immediate
steps for cancellation of such subcontract. Subletting by subcontractors shall be subject
to the same regulations. Nothing contained in the Contract shall create any contractual
relation between any subcontractor and City.
6. Ownership of Documents. All drawings, report data, and other project information
developed in the execution of the services provided under this Contract shall be the
property of the City upon payment of Engineer's fees for services. Engineer may retain
copies for record purposes. Owner agrees such documents are not intended or
represented to be suitable for reuse by City or others. Any reuse by City or by those
who obtained said documents from City without written verification or adaptation by
Engineer will be at City's sole risk and without liability or legal exposure to Engineer, or
to Engineer's independent associates or consultants, and City shall indemnify and hold
harmless Engineer and Engineer's independent associates and consultants from all
claims, damages, losses, and expenses including attorneys' fees arising out of or
resulting therefrom. Any such verification or adaptation will entitle Engineer to further
reasonable compensation. Engineer may reuse all drawings, report data, and other
project information in the execution of the services provided under this Contract in
Engineer's other activities. Any reuse by Engineer will be at Engineer's sole risk and
without liability or legal exposure to City, and Engineer shall indemnify and hold
harmless City from all claims, damages, losses, and expenses including attorneys' fees
arising out of or resulting therefrom.
7. Construction Representation. If required by the Contract, Engineer will furnish
Construction Representation according to the defined scope for these services.
Engineer will observe the progress and the quality of work to determine in general if the
work is proceeding in accordance with the contract documents. In performing these
services, Engineer will endeavor to protect City against defects and deficiencies in the
work of contractors; Engineer will report any observed deficiencies to City, however, it is
understood that Engineer does not guarantee the contractor's performance, nor is
Engineer responsible for the supervision of the contractor's operation and employees.
Engineer shall not be responsible for the means, methods, techniques, sequences or
procedures of construction selected by the contractor, or the safety precautions and
programs incident to the work of the contractor. Engineer shall not be responsible for
the acts or omissions of any person (except his own employees or agents) at the project
site or otherwise performing any of the work of the project.
8. Insurance.
A. The Engineer shall procure and maintain for the duration of this Agreement,
insurance against claims for injuries to persons, damages to property, or any errors and
omissions relating to the performance of any work by the Engineer, its agents,
employees or subcontractors under this Agreement, as follows:
(1) Workers' Compensation as required by law.
(2) Professional Liability Insurance in an amount not less than $1,000,000 in
the aggregate.
(3)
Comprehensive General Liability and Property Damage Insurance with
minimum limits of $1,000,000 for injury or death of any one person,
$1,000,000 for each occurrence, and $1,000,000 for each occurrence of
damage to or destruction of property.
(4)
Comprehensive Automobile and Truck Liability Insurance covering owned,
hired, and non-owned vehicles, with minimum limits of $1,000,000 for
injury or death of any one person, $1,000,000 for each occurrence, and
$1,000,000 for property damage.
B. The Engineer shall include the City as an additional insured under the policies,
with the exception of the Professional Liability Insurance and Workers' Compensation.
Certificates of Insurance and endorsements shall be furnished to the City before work
commences. Each insurance policy shall be endorsed to state that coverage shall not
be suspended, voided, canceled, reduced in coverage or in limits except after thirty (30)
days prior written notice by certified mail, return receipt requested, has been given to
the City. Upon request, certified copies of all insurance policies shall be furnished to the
City.
9. Indemnity. Engineer shall indemnify and hold the City, its officers, and employees,
harmless from claims, losses, damages, suits, and liabilities of every kind for which
Engineer is legally liable, including all expenses of litigation, court costs, and attorney's
fees, for injury to or death of any person, for damage to any property, or errors in
design, any of which are caused by the negligent act or omission of the Engineer, his
officers, employees, agents, or subcontractors under this Contract.
10. Assignment. Engineer shall not assign this Contract without the prior written
consent of the City.
11. Law Governing and Venue. This Contract shall be governed by the law of the State
of Texas and no lawsuit shall be prosecuted on this Contract except in a court of
competent jurisdiction located in Brazoria County, Texas.
12. Entire Contract. This Contract represents the entire Contract between the City and
the Engineer and supersedes all prior negotiations, representations, or contracts, either
written or oral. This Contract may be amended only by written instrument signed by
both parties. Purchase orders issued under this Agreement shall contain a statement
nullifying additional terms and conditions on the reverse side of the purchase order and
referencing this Agreement.
13. Conflicts in Contract Documents. The above provisions, other than the provisions
contained in any referenced contract document specified above, shall govern over any
conflicting provision contained in any referenced contract document specified above.
14. Dispute Resolution Procedures. The Engineer and City desire an expeditious
means to resolve any disputes that may arise between them regarding this Contract. To
accomplish this, the parties agree to mediation as follows: If a dispute arises out of or
relates to this Contract, or the breach thereof, and if the dispute cannot be settled
through negotiation, then the parties agree first to try in good faith, and before bringing
any legal action, to settle the dispute by mediation of a third party who will be selected
by agreement of the parties.
EXECUTED and EFFECTIVE as of the 10 dayof December'
,20 Ol
ATTEST:
~PPROVED AS TO FORM:
Darrin M. Coker
City Attorney
CITY OF PEARLAND
Bill Eisen
City Manager
ATTEST:
Title: ,~ ~/P
Turner Collie & Braden Inc., Engineer
Printed Name: Lar~F. Janak, P.E.
Title: Senior Vice President
STATE OF TEXAS §
COUNTY OF ~,"<- ~,., ~'/,~., §
BEFORE ME, the undersigned Notary Public, on this day personally appeared
"~,'// ~,~,~ , known to me to be the person whose name is
subscribed to the foregoing instrument and acknowledged to me that he/she executed
the same for the purposes and consideration therein expressed.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS
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~,'~ PERLA N, LEHMAN
~./'.~[.~,-'~ Notary Public. State of Texas
~\~k./-'~./~] My Commission Expires=
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DAY OF
NOTARY PUBLIC IN AND FOR THE
STATE OF TEXAS
Printed Name:, .*,."/~, ~
My Commission Expires:
STATE OF TEXAS §
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COUNTY OF /-//'-2.E;',C_J.~
~/2~__,~EFORE ME, the undersigned Notary Public, on this day personally appeared
.)/',,~, ,J,¢,4,,'/2/~. -,/-'¢.E, , known to me to be the person whose name is
subscribed to the foregoing instrument and acknowledged to me that he/she executed
the same for the purposes and consideration therein expressed.
&C_ IVEN UNDER MY HAND AND SEAL OF OFFICE THIS /6/~'~/~AY OF
/¢2z~--~'~ , A.D., 20 ~/ .
NOTARY PUBLIC IN AND FOR~/~IE
STATE OF TEXAS
Printed Name:/~/~7~//¢¢ /~/./~¢d~~/'
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ATTACHMENT A
CITY OF PEARLAND
MOBILITY AND DRAINAGE BOND PROGRAM
PROGRAM MANAGER
SCOPE OF SERVICES
ATTACHMENTS
Attachment A:
Attachment A- 1:
Attachment A-2:
Attachment A-3:
Attachment A-4:
Attachment A-5:
Table of Contents
Program Manager Scope of Services ........................................................... A- 1
Right-of-Way Maps and Right-of-Way Documents ................................. A- 1-1
Hydrologic and Hydraulic Study ............................................................... A-2-1
Scope of Services for Environmental Compliance Studies ....................... A-3-1
Scope of Services by Project Engineer ..................................................... A-4-1
Details of Construction Administration Activities .................................... A-5~ 1
ATTACHMENT A
CITY OF PEARLAND
MOBILITY AND DRAINAGE BOND PROGRAM
PROGRAM MANAGER
SCOPE OF SERVICES
PROJECTS:
County Road 101: Veterans to SH 288
Oiler Road: SH 35 to Veterans
Pearland Pkwy Phase II
Broadway to Pearland pkwy: Right Turn Lanes
Yost (Scarsdale) Blvd.: FM 518 to Mid Clear Creek
Barry Rose: FM 518 to Mid Clear Creek
Barry Rose: Clear Creek to Hughes Road
Magnolia Street: Overpass to Veterans
Orange: Mykawa to Hatfield
Cullen Blvd: FM 518 to Northfork Dr.
Peafland Pkwy: Oiler Dr. to Galveston County Line
Walnut: SH 35 to Veterans
Corrigan Subdivision Drainage Improvements
West Mary's Creek Detention
Veterans Road Detention
Twin Creek Woods Storm Sewer
Green Tee Improvements
Miscellaneous Drainage Projects
Miscellaneous Road Improvements
GENERAL DESCRIPTION
The work to be performed by Turner Collie & Braden Inc. as the Program Manager under this
contract includes program administration, preliminary design, utility and local government
coordination, right-of-way acquisition assistance, hydrologic and hydraulic services, environmental
compliance studies, permitting assistance, utility coordination, development of final construction
drawings and documents, construction administration, and material testing coordination. Turner
Collie & Braden Inc. designated Project Manager for this Program will not be replaced without prior
approval from the City of Pearland.
The Program Manager will coordinate and manage the preparation of plans, specifications and
estimates prepared by design teams and/or subconsultants under contract to the Program Manager.
The Program Manager will perform overall program management and administration of the contract
and invoicing. Projects included in the scope of this contract will be funded by appropriations
A-1
approved by the Pearland City Council. Work authorizations for professional services required for
each project will be approved by City of Pearland staff.
The initial appropriation for this Contract will fund the professional services required for the listed
projects in Attachment B, Summary of Appropriations in the amounts as shown. Future
appropriations will be required to fund additional professional services for these listed projects and
future projects in the bond program also shown on the Summary of Appropriations in Attachment B.
The basis of compensation will be defined by the work authorization issued by the City of
Pearland staff to be lump sum, reimbursable with a set maximum, or percentage of construction.
I. PROGRAM ADMINISTRATION
Ae
Pre-Bond Activities
1. Preview and develop Cost Estimates for each project.
2. Prepare exhibits
Maintain Design Schedule
1. Communication/Status Meetings
Day to day communications will be provided through the Project Manager,
Deputy Project Manager and other staff as appropriate with City's designated
personnel.
Attend bi-weekly status meetings with the City of Pearland.
2. Progress Reports, Schedule & Pay Estimates
Review and submit to City of Pearland monthly progress reports, schedules,
and invoices for those providing services on the projects.
3. Implementation Plan
Prepare and update monthly, an implementation plan and schedule to City of
Pearland to include all work to be performed on the projects by the Program
Manager, Project Engineers, Surveyors, Drainage Engineer, and all others
providing preliminary engineering services on the projects.
Website
Establish and maintain a website for the Program with a link to the City of Pearland's
website.
Perform review, assist and consult with the City of Pearland, attend meetings as
requested regarding matters of engineering policy, and concerning administration
A-2
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planning, designing, and construction, of the proposed projects as well as maintain
Program files.
Perform reviews, coordinate and perform liaison work between City of Pearland,
other governmental agencies, corporations (public or private) and other entities to
achieve continuity in the planning, design and construction of the Program.
Assist and consult with City of Pearland, its financial advisor and other parties as
required to develop an implementation plan for the Mobility and Drainage Bond
Program.
Meet and consult with local, state and federal agencies to assist in negotiating terms
and conditions of joint participation in the projects.
Meet and consult with the members of City Council, City Attorney, and other City
officials and staff as required regarding negotiations of any multi-party agreements.
Review and recommend to City of Pearland appropriate fee and compensation
agreements for design and construction for the Mobility and Drainage BOnd Program.
Manage subconsultant activities associated with surveying, geotechnical, ROW
acquisition, design and construction services.
II.
PRELIMINARY ENGINEERING SERVICES
A. Data Collection
Collect, review and evaluate available data related to the projects described below:
Data available from the City of Pearland, Brazoria County, Texas Department
of Transportation (TxDOT) and other local agencies including record
drawings, existing schematics, right-of-way (ROW) maps, utility mapping,
existing cross sections, existing planimetric mapping, environmental
documents, existing channel and drainage easement data, available drainage
studies, existing traffic counts, accident data, Bridge Inventory-Inspection and
Appraisal Program (BR1NSAP) records, identified endangered species,
identified hazardous material sites, current unit bid price information, current
special provisions, special specifications, and standard drawings.
Available utility plans and documents from appropriate municipalities and
agencies.
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Available floodplain information and studies from the Federal Emergency
Management Agency (FEMA), the U.S. Army Corps of Engineers, local
municipalities and other governmental agencies.
A-3
B. Field Reconnaissance
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Conduct field reconnaissance and collect data including a photographic record of
notable existing features.
Survey & ROW Mapping Coordination
Prepare criteria for ROW and control surveys for the preparation of ROW
parcel maps, including parcel descriptions, plats, owners of record and comer
ties. Incorporate criteria into project procedures.
Review preliminary ROW/Property Maps. Based on this data, calculate the
design project centerline alignment for use by the Project Engineers and their
Surveyors. Re-establish primary project control, precision will be 1 part in
20,000 or better.
Obtain existing aerial photogrammetry from the City of Pearland. If
additional photogrammetry is required, the photogrammetry activities shall
include the following aspects:
· Coordinate ground panel layout
· Obtain new aerial photography for digital mapping
· Perform analytical aero triangulation required for digital mapping
· Perform digital plannimetric mapping of the proposed roadway
alignment.
· Perform digital terrain model (DTM) mapping for the proposed
roadway alignment.
· Develop edited contours for digital terrain model (DTM) mapping.
Coordinate preparation of final ROW documents in conformance with
Attachment A-1.
· ROW Map
· Parcel Exhibits and Descriptions
· ROW Monumentation
o
Manage required surveying activities for the drainage study and coordination
portion of this Attachment A.
Preliminary Plan and Profile Design
Prepare a preliminary plan and profile and typical section to be used on each project.
A-4
E. Project Procedures and Design Criteria Manual
Fe
This manual will be prepared, subject to City of Pearland approval, to facilitate the
design of the Projects. The procedures are to be used as a guide by Project Engineers
in performing their design services and reporting the progress of their work. This
manual will contain information on:
2.
3.
4.
5.
Project Reporting and Invoicing Procedures (Based on City of Pearland)
Quality Assurance/Quality Control
Directory of Project Contacts
Design Criteria
Sample Scopes of Services
Geotechnical Design Coordination
Analyze the results of the following activities performed by geotechnical
subconsultant.
1. Pavement Design
The pavement section supplied by City of Peafland will be verified for
adequacy to handle the traffic during a 30-year design life and soil conditions.
This analysis will include the minimum soil core holes field testing, and
laboratory testing, for conformance with American Association of State
Highway and Transportation Official (AASHTO's Guide for the Design of
Pavement Structures). If the City of Pearland's pavement section is found
insufficient, alternative design and cost analysis will be prepared.
2. Retaining Wall Design
The soil core holes will be obtained at approximately 100-feet intervals along
retaining wall alignments over soft or questionable ground. The core holes
shall extend a minimum of 15 feet below the footing elevation or deeper as
soil conditions warrant. The spacing of core holes will not exceed 500 feet.
The groundwater level will be observed over several days to assure that the
level noted is in equilibrium with the water table. As a minimum, foundation
exploration and design will conform to the requirements set forth in TxDOT
Administrative Circular No. 25-84, Administrative Circular 33-87 and
Administrative Circular No. 25-92. The Mechanically Stabilized Earth
(MSE) retaining wall design standard will be checked to determine if
modifications are required.
3. Bridge, Sign, Signals and Lighting Foundations Design
Slurry displace drill shafts will be exclusively used on this Project. Drill
Shaft foundation capacity design curves will be developed based on the
minimum number soil core holes required in Section 1-301 of TxDOT's
Division of Bridges and Structure Foundation Exploration and Design
A-5
III.
Manual. Soil core holes will be obtained at approximately 200-feet intervals
along bridge alignments. Texas cone penetrometer (TCP) tests shall be
conducted in all soil types encountered at a maximum of 5-feet intervals and
at each significant change in structure. If single column bents with single
drilled shafts are planned, TCP values should be taken at close intervals in the
upper 15 feet.
G. Drainage Studies Coordination
1. Coordinate Drainage study as shown in Attachment A-2.
Perform a detailed engineering review of drainage study at 60% and
100% milestones.
o
Provide coordination with Project Engineers to ensure implementation of
drainage study conclusions within the limits of their sections.
Attend meetings and coordinate with Brazoria County Drainage District #4
to gain acceptance of Final Report.
Provide coordination between with City of Pearland, Brazoria County
Drainage District, and Project Engineers to locate sites for drainage
mitigation along the corridor.
H. Environmental Compliance Studies Coordination
Review previously prepared environmental documentation. Establish adequacy of
existing documentation, and identify portions of the documentation to be updated and
also identify additional documentation to be performed. Completion of
Environmental documentation will be in conformance with Attachment A-3.
FINAL DESIGN SERVICES
A. Assist in Preparation of Service Contracts
Prepare contracts for Project Engineers associated in Attachment A-4 to conform to
the preliminary design.
B. Assist City of Pearland in ROW Acquisition
Provide advice, review, and assistance to City of Pearland in connection with the
acquisition of land and interests therein for the purpose of constructing the projects.
Furnish services to coordinate such acquisition with designing and constructing the
projects. This will include:
1. Analysis of ROW plans for conformance with the schematic design.
2. Review of ROW revisions proposed by Project Engineers.
A-6
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Manage ROW acquisition subconsultant in assisting the City of Pearland in
ROW acquisition.
Meet with owners of property to be acquired in order to facilitate acquisition
where necessary. Prepare necessary exhibits to show ROW taking with
respect to existing and proposed improvements. If necessary, coordinate
revisions to ROW plans to accommodate reasonable requests and minimize
cost of ROW acquisitions.
Public Utility and Local Government Coordination
1. Manager Subsurface Utility Engineering (SUE) subconsultant if required.
2. Coordination
Assist City of Pearland and Project Engineers with all utility corporations and
bodies, such as transit lines, power companies, telephone and telegraph
companies, gas line corporations, municipal, county and other forms of local
public bodies, water supply and sewerage districts, drainage, irrigation and
levee district, and governmental or quasi-governmental instrumentalities and
other agencies or corporations, regarding the crossings, closings and
relocations.
3. Scheduling
Schedule all work to provide proper coordination in a timely manner with all
Project Engineers, appropriate governmental agencies, and utility
organizations.
Monitor Private Utility Relocation and Adjustment, Design and Permitting
Perform review, coordination, and liaison work between City of Pearland, Project
Engineers and interested public or private entities. Tasks will include:
Review survey, preliminary design and other design data to determine and
identify utilities that will need to be relocated.
Notify utility companies by written notification and personal visit to discuss
plan for relocation or adjustments.
3. Assist in determining the utility companies' responsibility for re-location.
Assist City of Peadand in negotiating relocation agreements with the utility
companies.
5. Review cost estimates for utility companies for utility relocation.
Develop utility relocation schedule to track status of relocations and
incorporate into the project schedule.
A-7
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Monitor overall utility relocation budget and review revisions with City of
Pearland.
8. Coordinate with Project Engineers on utility issues.
Permitting
Furnish to City of Peafland, where applicable, the engineering data necessary for
applications for permits required by local, state and federal authorities. Prepare for
and attend work sessions with the following:
1. Brazoria County Drainage District #4
2. Corps of Engineers (USACE)
3. Brazoria County Engineering
4. TxDOT
Construction Specifications
Provide copies of City of Pearland's standard specifications for use by the Project
Engineers and Testing Engineer.
Project Engineer's Plans, Specifications, and Estimates
Review the design work of the Project Engineers on the Project, ascertain general
compliance with established design criteria, and recommend approval for designs,
plans, and specifications to City of Pearland prior to advertising for bids.
1. Roadway/Civil/Drainage Design Review
Review work of Project Engineers on a continuing basis and perform in depth
milestone reviews of the plan work at the following percentages of
completion: 30%, 60%, 90%, and final.
2. Structural Design Review
Review work of Project Engineers on a continuing basis and perform in-depth
milestone reviews of the plan work at the following percentages of
completion: 30%, 60%, 90%, and final.
Preparation of Documents and Award of Contract
Assist and monitor the Project Engineers in the preparation of contract
documents for construction contract to provide an estimated construction cost
for each project.
2. Review the Project Engineer quantity take-offs.
3. Assist in evaluation and recommendation of award of construction contracts.
A-8
IV.
CONSTRUCTION ADMINISTRATION SERVICES
A. General
The services to be provided by the Program Manager under this Agreement are to be
the services as defined in this Agreement and those indicated in Section IV
"Construction Phase Engineering Services" and "Attachment A-5" "Detail of
Construction Administration Activities." However, while the Program Manager shall
observe the construction contractors' work in the field (with a degree of care and skill
commensurate with professional standards) the Program Manager shall have no duty
or obligation to supervise, direct, or control the construction contractors' work.
B. Construction Control Surveys
Construction control surveys will be provided for the contractor's use by the Project
Engineers.
C. Field Observation
The City of Pearland will furnish field observation of workmanship and materials on-
site and elsewhere to determine conformity of work to the plans and specifications.
An independent testing laboratory will be placed under Subconsultant contract and be
engaged by the Program Manager to perform the usual on-site and off-site laboratory
tests on construction materials and to provide plant inspection. The laboratory-
preformed work will include inspection of Portland cement and aggregates; concrete
mix design; making, curing, and testing concrete cylinders and beams; quality control
of concrete batch plant; asphaltic concrete mix design and quality control; inspection
of concrete pipe, piling, prestressed beams, structural and reinforcing steel, and
prestressing wire; and the customary tests necessary for embankment, base course,
and backfill construction. The Program Manager will review mill and shop
inspections and field and laboratory test performed by the subconsultant Testing
Laboratories under contract to Program Manager.
D. Change Orders
Prepare and issue change orders or supplemental agreements. Preparation of plans
and specifications required for change orders and supplemental agreements are a part
of this Agreement.
E. Pay Estimates
Prepare partial and final pay estimates for construction work performed.
F. Reports
Make daily construction activity reports and other reports necessary to monitor
construction progress.
A-9
G. Marked-up Prints
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Prepare marked-up prints as construction progresses, based upon information
supplied by construction contractors, for use in preparing record "as built" drawings.
Administrative Items
1. Copies of executed construction contract documents and other related items.
Prepare standard forms for all required reports, estimates, change orders, and
other similar or related items.
3. Provide and maintain field offices (paid for by construction contractors).
Monitor the status of shop drawing review as performed by Project Engineers
for completion on a timely basis and in accordance with established
construction schedules. Project Engineers shall provide reviewed shop detail
and construction drawings (as prepared by construction contractors) and will
include structural steel details, reinforcement details, form details,
cofferdams, and details for all other necessary items in sufficient detail to
assure that materials furnished are of proper strength and size and conform to
the plans and specifications.
Prepare and monitor construction schedule and cash flow model on a monthly
basis.
Pre-Bid Duties
1. Familiarize assigned personnel with plans and specifications.
2. Conduct pre-bid conference.
Post Bid Pre-Construction
1. Conduct Pre-Construction Conference
2. Review staking procedures and responsibilities with field personnel.
Review sources of materials submitted by the Construction Contractor and
interface with a subconsultant testing laboratories under contract to Program
Manager to ascertain tests required and to define responsibilities and
schedules. Establish methods of documenting materials and review
procedures covering acceptance or rejection of materials. Delineate steps for
retesting, reworking, replacement, and reverificafion of materials should test
results indicate that the material should be rejected.
A-10
ATTACHMENT A-1
RIGHT-OF-WAY MAPS AND RIGHT-OF-WAY DOCUMENTS
PERFORMED BY SURVEYING SUBCONSULTANT
Following the completion of final revisions to the schematic design, the Right-of-Way Mapping
process will proceed.
A. Prepare a Right-of-Way Map (at scale of 1"=50') with the following information:
Proposed fight-of-way lines will be delineated with appropriate distances, and curve
data.
Existing right-of-way lines will be delineated with appropriate bearings, distances,
and curve data to the extent necessary to describe the individual parcels of land to be
acquired and, in areas of no proposed acquisition, to the extent necessary to describe
the total proposed fight-of-way corridor.
o
The proposed centefline alignment will be delineated with appropriate bearing,
distances, and curve data.
Private property lines will be delineated with appropriate bearings, distances, and
curve data to the extent necessary to describe the individual parcels of land to be
acquired.
League lines and survey lines will be shown and identified by name and abstract
number.
6. County lines and city limit lines will be shown and identified by name.
A north arrow will be shown on each sheet and, if possible, in the upper right hand
comer.
8. Monumentation set or found will be shown and described as to material and size.
A station and offset will be shown for each PC, PT, and angle point on the proposed
right-of-way lines and the existing right-of-way lines in areas of no proposed
acquisition.
10. Intersecting streets will be shown and identified by name and right-of-way width.
11. Railroads will be shown and identified by name and right-of-way width.
12. Utility corridors will be identified as to easement or fee.
13.
Easements and fee strips will be shown and identified by width, owner, and recording
data.
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14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
Building lines or setback lines will be shown and identified.
Visible improvements located within the proposed right-of-way corridor within
50 feet of a proposed fight-of-way line will be shown an identified.
Structures will be identified as commercial or residential, by number of stories, and
as to type (brick, wood frame, etc.)
Structures that are severed by a proposed right-of-way line will be dimensioned to the
extent necessary to completely delineate the severed parts.
Parking areas, billboards, and other on-premise signs that are severed by a proposed
right-of-way line will be dimensioned to the extent necessary to delineate that portion
of the parking area, billboard, or sign that is located outside the proposed right-of-
way.
Billboards located on the parent tract of parcel of land to be acquired and within
50 feet of a proposed right-of-way line will be shown and identified.
In cases where structures are located outside the proposed fight-of-way corridor and
within 10 feet of a proposed right-of-way line, the shortest distance between the
structure and the proposed right-of-way line will be shown.
If the structure is an element of the planimetric, the Engineer may "snap to" the
structure to determine this shortest distance. However, if this distance is less than
3 feet, it will be field-verified.
Visible utilities located within the proposed fight-of-way corridor or within 50 feet of
a proposed right-of-way line will be shown and completely identified.
The location of underground fuel storage tanks situated within the proposed right-of-
way corridor or within 50 feet of a proposed fight-of-way line will be determined and
shown. The visible location of vent and filler caps in conjunction with available
design and as-built drawings may be used to determine a most probable location in
the event an actual location is indeterminable.
Points of commencing and points of beginning will be shown and labeled.
Each parcel of land to be a acquired will be identified by a parcel number that will
appear in the ownership tabulation and on the fight-of-way map on the proximity of
the respective parcel.
An ownership tabulation will be shown that will include the parcel number, existing
area of the parent tract, lot(s) and block(s) constituting the parent tract when
applicable, owner's name, type of conveyance, film code, county clerk's file number,
taking area, and remaining area of the parent tract located left and/or fight of the
centefline alignment.
A parent tract inset will be shown for each parent tract that cannot be shown to scale
on the fight-of-way map.
A-l-2
Be
28.
A note will be included on the title sheet, index sheet, and each map sheet stating the
source on bearing, coordinates, and datum used.
29. Appropriate notes will be included on the title sheet stating the following:
a. Month(s) and year abstracting was performed upon which the map is based.
bo
Month(s) and year field surveys were conducted upon which the map is
based.
c. Month(s) and year map was completed by the Engineer.
30.
The right-of-way account number, if available, will be shown on each right-of-way
map sheet.
31.
The sheet will include an area sketch showing the project location, project identity
consisting of highway number, county, length of project, county lines, and city limit
lines, adjoining public streets and roadways, beginning and ending centedine stations
and a north arrow, preferable in the upper right hand comer.
32.
A title block located on the upper right and comer of the page will include the
roadway designation, county, and sheet number.
33. Send out right of entry letters and obtain right of entry.
Prepare Field Note Descriptions
A field note description will be prepared for each parcel of land to be acquired and will be
provided on paper and on disk in MS Word format. Field Note Descriptions will include, but
need not to be limited to, the following items of information:
The field note descriptidn will begin with a general description that will include, as a
minimum:
ao
State, county, and city within which the proposed parcel of land to be
acquired is located.
bo
A reference to unrecorded and recorded subdivisions by name, lot, block, and
recording data to the extent applicable.
A reference, by name to the grantor and grantee, date, and recording data of
the most current instrument(s) of conveyance describing the parent tract.
The field note description will continue with a metes and bounds description that will
include, as a minimum:
a. A point of commencing.
b. A point of beginning with the appropriate X and Y surface coordinates.
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Do
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A series of courses identified by number and proceeding in a clockwise
direction, describing the perimeter of the parcel of land to be acquired, and
delineated with appropriate bearings, distances, and curve data.
do
A description of all monumentation set or found to include, as a minimum,
size and material.
e. A reference to the source of bearings, coordinates, and datum used.
o
All Field Note Descriptions will be signed and sealed by a Registered Professional
Land Surveyor.
Prepare Parcel Plats and area calculation sheets describing parcels of land to be
acquired.
A parcel plat (8.5" x 14") will be prepared for each parcel of land to be acquired. The
state has developed standard formats for Parcel Plats, copies of which the Engineer
will request and secure for all purposes. Parcel Plats will include each and every item
for information shown on the right-of-way map that concerns the individual parcel.
All Parcel Plats will be signed and sealed by a Registered Professional Land
Surveyor.
Monuments will be placed in the field as follows:
The proposed right-of-way lines at all PCs, PTs, angle points, interesting right-of-
way lines of side streets, intersecting property lines, and every 1,500 feet.
2. The proposed centerline alignment at all PCs, PTs, Pis and every 1,500 feet.
o
Existing right-of-way line in areas of no proposed acquisition at all PC's, PT's,
angle points and every 1,500 feet.
A-1-4
ATTACHMENT A-2
HYDROLOGIC AND HYDRAULIC STUDY
Prepare a comprehensive drainage study of the projects. The drainage study report will be conducted
in two parts:
A. Existing Conditions Analysis
Schedule and attend meetings on a regular basis with City of Pearland/Pmgram
Manager for drainage coordination.
Identify existing drainage outfalls along the projects. A site reconnaissance will be
performed to verify drainage outfalls, drainage patterns, and existing cross drainage
structures. Supplemental topographic survey may be required to obtain pertinent
physical features along the drainage outfalls.
Obtain available hydrologic and hydraulic data and computer models (HEC-1 and
HEC-2) from applicable drainage authorities, to the extent possible, for use in
analysis and determination of existing 5-, 25- and 100-year water surface elevation of
bayous, creeks and ditches along the projects.
Prepare a watershed map and identify existing drainage boundaries. Drainage
boundaries will be obtained using available contour maps and through limited field
reconnaissance.
Compute peak flows for the existing drainage and proposed systems in accordance
with Brazoria County Drainage District #4 and City of Pearland criteria and
methodology.
Determine the hydraulic capacity of the existing drainage structures and outfalls
along the project route. The 5-, 25- and 100-year water surface elevations will be
computed at the drainage outfalls.
Determine the profile of the natural ground along each proposed right-of-way, and
the existing roadway profile. This data will be utilized in the development of design
roadway profiles.
o
Superimpose these profiles on a drawing along with the 5-, 25- and 100-year water
surface elevations. The profile drawing will provide an overall view of the
roadway/existing ground elevations with respect to the various storm design
frequencies for the length of the project. This will enable Project Engineers to
determine the most feasible proposed roadway profile.
Summarize the above items in an interim progress submittal. Drainage areas and
sheet flow will be presented graphically in an exhibit. The plans and profiles will
also be included. Two copies will be submitted for review.
A-2-1
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10.
Coordinate with all applicable government agencies including Brazoria County
Drainage District/?-4 and City of Pearland.
Preliminary Impact Analysis
Determine a hydraulic gradeline starting at the outfall channels for each storm sewer
system in order to obtain a design tailwater for each existing system. The design
tailwater will be the starting basis for the design of the proposed storm sewer system.
Limit the outfalls for drainage areas into existing storm sewer to existing capacity
flows, which will be determined. Alternate flow routes, if feasible, will be looked
into for relieving storm sewer overload. The amount of the total detention storage to
control storm sewer runoff for the design frequency will be determined.
o
Determine drainage areas and flows for cross drainage systems as part of the
preliminary impact analysis. Sizing of the drainage crossings and hydrologic
information, once determined, will be provided to the Project Engineers.
°
Calculate the cut and fill impact quantities. Determine any impact on the right-of-
way requirements due to the above analysis.
o
Prepare a preliminary impact analysis, which shall include the preliminary findings of
the proposed cross drainage structures, bridge layouts, storm sewer capacities,
requirement for line rerouting, preliminary detention storage volume and initial
recommendations on how to mitigate the storm impact on the receiving streams. The
storm sewer, conceptual and generic discussions of alternatives considered, a
comparative cost associated with each alternative, and recommended solution.
o
Provide eight (8) copies of the drainage study report to Brazoria County Drainage
District #4 and of City of Pearland for review and comment. Recommendations at
this point should be generic and conceptual in nature, mainly for discussions with
Brazoria County Drainage District #4 and of City of Pearland.
Final Impact Analysis
The final impact analysis will be performed on bayous, creeks, and ditches as related to the
City of Pearland and FEMA criteria 5-, 25- and 100-year storm. The impact prediction is
presented as follows:
Finalized drainage areas for the existing and proposed conditions along the project
route.
2. Finalize the hydraulic conveyance capacities of the existing drainage outfalls.
o
Obtain current hydrologic and hydraulic computer models from govemment agencies
and review and comment on the models. Current models will be updated to existing
conditions and submitted to Brazoria County Drainage District #4 and of City of
Peadand as the revised existing condition model.
A-2-2
o
o
o
Analyze existing and proposed drainage system and quantify the increase in 100-year
peak flows resulting from the roadway improvements. Compute existing and
proposed peak flows by using hydraulics and hydrologic methodology and computer
models. The additional lines should be accounted for the increasing percent
development.
Analyze proposed roadway and outfall drainage improvements to quantify impacts to
revised existing conditions model.
Base storage computations on hydrograph calculations and peak flows obtained in
Item B above. A mitigation volume for the 100-year storm will be computed.
Compute fight-of-way corridor 100-year floodplain volumes for existing and
proposed roadway elevations. No decrease in 100-year floodplain volumes will be
allowed without adequate off-site mitigation. Hand calculations shall be provided
which quantify the cut and fill within the 100-year floodplain, if any occur. Identify
the additional fight-of-way to satisfy floodplain and/or detention requirements.
Prepare conceptual 100-year sheet flow analysis for the project utilizing existing and
proposed conditions. Determine impacts of the proposed vertical alignment on sheet
flow.
Provide eight copies of a separate drainage report (signed and sealed by a Licensed
Professional Engineer) to City of Pearland and Brazoria County Drainage District #4.
A-2-3
ATTACHMENT A-3
SCOPE OF WORK
ENVIRONMENTAL COMPLIANCE STUDIES
Conduct a Phase I Environmental Site Assessment (ESA) for each project that includes property or
right-of-way acquisition. The scope of work will include a modified ASTM Phase I Environmental
Site Assessment, Standard Practice E 1527-00, with records search modifications. The modifications
will include limiting the agency database records review to a 500-foot radius of the project alignment
or area for all records except the National Priorities List (NPL), the RCRA Treatment, Storage, and
Disposal (TSD) Facility database, and the Texas Hazardous Waste Sites (TWS) database. The
records for the NPL, RCRA, TSD and TWS databases will be reviewed for an area within one mile
of the subject property. In addition, the historical use of the properties will be assessed based on the
historical aerial photographs, historical topographic maps, and Sanborn fire insurance maps. In
addition, the Phase I ESA will also include a review of fault maps, oil and gas well records, and
preparation and issuance of a draft and final versions of the report. The assumptions used in
developing the scope of work for this project are detailed below.
If access is required, arrangements for access to the properties along the right-of-way prior to
our site visit.
· If available, Turner Collie & Braden, Inc. will provide a copy of any previous environmental
reports.
· Interviews will not be conducted with residential property owners. Site interviews will be
performed during the site visit and will be limited to the available personnel at each
commercial property where access is obtained prior to the site reconnaissance.
· Two copies of the draft report will be provided to Turner Collie & Braden, Inc. and, upon
receipt of comments, six copies of the final report will be provided.
The draft reports will be provided within 45 days upon receiving authorization to proceed,
and the final reports will be provided within ten days upon receiving comments.
Item 1: Records Review
Based on maps that detail the boundaries of the project area and any properties that will be acquired,
available historical aerial photographs and historical topographic maps, for 5 to 10 year intervals
dating back to the 1940s or 1950s, will be obtained for review. Local fault maps will also be
obtained and reviewed. This historical information will be supplemented with Sanborn fire insurance
maps. Oil and gas exploration maps will be obtained from commercial vendors and RRC, well
records will be obtained and reviewed, as appropriate.
A-3-1
The following environmental regulatory agency records will be reviewed:
Federal Records
Search Distance
Superfund (NPL) Site
CERCLIS Site
RCRA TSD Sites
RCRA Generator Sites
ERNS Sites
1.0 mile
500 feet
1.0 mile
500 feet
Target Property
State Records
Search Distance
Superfund Sites (TX Haz. Waste)
Leaking UST Sites
Registered UST Sites
Registered AST Site
Landfill Sites
1.0 mile
500 feet
500 feet
500 feet
500 feet
Additional Records
Search Distance
State Spills
Voluntary Cleanup Program Records
Fire Department Response Records
Target Property
500 feet
Key Maps
Item 2: Site Reconnaissance
After reviewing historical data, a site visit will be conducted. During the site visit, the portion of the
street segment which can be readily accessed, and the adjoining properties, will be visually inspected
for the presence and management of hazardous substances and/or petroleum products, and any
obvious signs of environmental releases on the property. Structures identified within the right-of-
way will be documented. Site interviews with commercial facility occupants, will be conducted
during the site visit to obtain information on current and historical uses of the property. During the
inspection, field notes, copies of any pertinent facility and regulatory records, and site photographs
will be obtained.
Item 3: Environmental Site Assessment Report
Upon reviewing all information obtained during the records review and the site visit, a Phase 1
Environmental Site Assessment (ESA) Report will be prepared. The reports will clarify the scope of
work and limitations, and will detail the procedures and results. Copies of relevant information will
be included in the appendices. Two copies of the draft report will be provided. Upon receipt of
comments, six copies of the final report will be provided.
SECTION 404 COMPLIANCE
For each project that has the potential to impact jurisdictional waters of the United States, including
wetlands, we will perform a reconnaissance level investigation or complete preliminary jurisdictional
determination (PJD) to meet the requirements of the U.S. Army Corps of Engineers (USACE). The
appropriate Section 404 permits that will be required for each project will be identified, and the
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notification or application for the permits will be prepared. This scope of work includes preparation
of conceptual mitigation plans for submittal with permit applications, but does not include
preparation of engineering or construction plans or specifications for construction of mitigation.
PHASE I. WETLAND DELINEATION
A. Preliminary Jurisdictional Determination (PJD)
1. Field Delineation
Prior to the fieldwork, the centerline (where appropriate) and right-of-way (ROW)
boundaries must be staked in the field by others. The consultant will obtain right-of-
entry. The field effort and approach will follow the requirements of the USACE -
Galveston District as specified by their Enforcement Section. Identification of
potential jurisdictional wetlands will be based upon the routine determination
methodology published in the 1987 Corps of Engineers Wetlands Delineation
Manual (Technical Report Y-87-1) as amended by the USACE memoranda dated
23 and 27 August, 1991 and March 6, 1992, and Questions & Answers to the 1987
Manual, 16 September, 1991, and 7 October, 1991. This methodology includes
documentation of the changes of both wetland and upland communities with
representative data points (soil stations).
The following parameters will be documented on the field data forms as required by the USACE
manual.
Soils. Work will consist of establishing locations for soil stations utilizing data from Natural
Resources Conservation Service (NRCS) soils reports and available aerial photography of the area.
Soil stations will be sampled with augers or soil probes to depths of 16 or more inches or more
depending upon NRCS and USACE guidance on what should be discernible in the soil profile. Soils
at each of the proposed stations will be examined and compared with NRCS descriptions and
hue/value/chroma using the Munsell color chart. These data will be recorded on field data forms.
Vegetation. Dominant vegetation in an area around the soil station as specified by the federal
manual will be identified according to species. These data will be recorded on field data forms.
Hydrology. Field indicators of inundation and/or saturation as specified by the federal manual will
be the focus of the determination of whether wetland hydrology is present. This information will be
recorded on the data forms.
Staking and Surveying of Wetland Boundary. Following USACE - Galveston District guidance
for linear projects, the entire ROW will be reviewed.
Each soil station will be marked in the field to indicate its location and the location will be surveyed.
The wetland boundaries will be staked in the field to allow for subsequent surveying. The wetlands
flagged in the field will need to be re-flagged just before the USACE verification, especially in areas
that have a high potential of disturbance because of weather, animals, or human activities.
A-3-3
The preliminary surveyed wetland boundaries will be located on a map of the ROW and sealed or
certified by the surveyor. The location of the ROW boundaries will be required for any wetlands that
are adjacent or cross these boundaries. Photos will also be taken of the areas around soil stations.
If field access is not possible on all proposed ROW parcels, the Consultant will utilize (but will not
be limited to) other available resources such as soil surveys, infrared photography, topographic maps,
and national wetlands inventory data to delineate potential wetlands within the project area.
Windshield surveys or other remote sensing techniques will be used to validate the size,
classification, and location of wetlands identified through these other resources.
2. Preliminary Jurisdictional Determination Report Preparation
The consultant will prepare the PJD report for each project. A PJD report will
include the following:
· Short description of the project, methods/sampling procedures, and results as required
by USACE - Galveston District
· Acreage of the project area investigated with boundaries indicated
· Preliminary wetland delineation map on a recent infrared aerial photograph
· Transects indicated on the delineation map
· Data forms for each change in dominant vegetative community within the boundaries
of the proposed ROW (for both wetlands and uplands)
· Location (surveyed) of each observation point/data point on delineation map
· Preliminary acreage of each wetland and total potential jurisdictional areas (all waters
of United States, including wetlands)
The consultant will submit a copy of the PJD report to the City for review and comment. After
incorporating the review comments and upon City approval, the consultant will submit the report to
USACE on the City's behalf asking the USACE - Galveston District for their concurrence on the
report.
Be
USACE Verification
Verification of the preliminary jurisdictional delineation will be requested by the consultant from the
USACE - Galveston District. It is anticipated that the USACE would require at least six site visits to
verify the preliminary jurisdictional delineation and the consultant will accompany them. USACE
requests for changes in wetland boundaries will be identified in the field and surveyed, and will be
included in the final sealed survey map.
C. Field Review of Wetland Function and Value
The consultant will prepare a RAPID wetland evaluation that documents the actual function and
value of the wetlands within the project ROW for each project. Function and value will not be
determined on other waters of the U.S. such as ditches, ponds, and streams. This review of the
function and value is needed for the mitigation design and to show in the permit(s) that the mitigation
replaces the 'function and value' of the wetlands that will be filled. The consultant will use the
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USACE's
Wetland Functions and Values: A Description Approach method that has been used with other
permit(s) in the USACE - Galveston District. This method quickly assesses 13 functions:
· Groundwater Recharge/Discharge
· Floodflow Alteration
· Fish and Shellfish Habitat
Sediment/Toxicant Retention
· Nutrient Removal
· Production Export
· Sediment/Shoreline Stabilization
· Wildlife Habitat
· Recreation
· Educational Scientific Value
· Uniqueness/Heritage
· Visual Quality/Aesthetics
· Endangered Species Habitat
Representative photographs of each wetland type will be taken to be included in the final report and
permit(s) where necessary. TxDOT will review the report that will be prepared by the consultant
before the permit(s) pre-application meeting.
PHASE II PERMITTING
A. Preparation of Mitigation Plans/Documentation
The consultant will prepare the permit application packages for the permits required for construction
and act as the Agent for the City in the coordination process. The USACE will determine the types
of permits required for the various projects. The consultant will prepare mitigation proposals in
coordination with the City.
The consultants will work with the City to identify areas for the potential mitigation. Site visits may
be necessary to review the potential mitigation area(s). The consultants will prepare the conceptual
mitigation plans to include with the permit application. The mitigation plan will include discussion
of monitoring and management and compliance reporting activities that are planned to be part of
permit conditions.
B. USACE Permit Application Preparation
1. Pre-Application Meeting
Prior to the pre-application meeting, a rapid wetland evaluation report that documents
the actual function and value of the wetlands to be filled will be prepared for the
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e
City's review. The consultant will accompany representatives of the USACE, Texas
Parks and Wildlife Department and the U.S. Fish and Wildlife Service on a site visit
to view wetlands to be filled as well as review the proposed mitigation site(s).
Preparation of Permit(s) Application Documentation/Report
The consultant will work with the City to prepare the necessary permit application
documentation and report, for submission to the USACE. This documentation and
report will include identification of the applicant, point of contact, project description
and location, direct and indirect environmental effects, avoidance and minimization
efforts, preparation of permit(s) documentation including an Analysis of Practicable
Alternatives, Section 404 (b) (1) Environmental Evaluation, Texas Natural Resource
Conservation Commission (TNRCC) 401 Certification Questionnaire and
Alternatives Analysis Checklist, site photographs, proposed mitigation, and other
agency coordination. The text of the permit(s) report will refer to exhibits (maps)
that will also be prepared and included. The consultant(s) will prepare the permit(s)
for review by the City.
USACE Permit(s) Coordination
The permit(s) application for the projects will be provided by to the USACE and
TNRCC to follow the requirements of the General Conditions of an individual permit
application or a nationwide permit notification. The consultant will assist the City
with responding to comments on the permit(s) application(s).
TNRCC Coordination for Water Quali ,ty Evaluation/Certification
The consultant will coordinate with the TNRCC regarding the proposed fills,
mitigation, and impacts to state water quality.
Phase II ESA
Based on the results of the Phase I ESA, additional assessment may be recommended. Ifa Phase II
ESA is determined to be necessary, the consultant will obtain prior authorization to clarify and
confirm the scope of work for the Phase II ESA without incurring unnecessary delay in the project.
We will meet with you after obtaining the site reconnaissance portion of the Phase I ESA. At that
time, we will review any additional concerns that were identified during the Phase I ESA and discuss
recommendations for the Phase II ESA.
ENVIRONMENTAL ASSESSMENT NEPA
The Engineer will prepare an environmental assessment (EA) for two projects:
1) Pearland Parkway from Oiler Road to the Galveston County Line
2) A second project, yet to be determined
A-3-6
The EA will be prepared in compliance with the National Environmental Policy Act and the
requirements of the Texas Department of Transportation. The scope of services will include the
following general tasks.
I. Identify and Confirm Issues Within the Project Area
Conduct data collection from existing data sources and by conducting a site visit.
Existing data sources will include maps, inventories and records related to
environmental concerns, such as wetlands, hazardous waste, and historic properties.
This effort will assist with identifying environmental constraints during preliminary
schematic development.
Develop a constraints map showing features that could possibly affect route selection.
The map will be based on a compilation of available information and will show the
project study area.
II. Meeting with Affected Property Owners
Prepare a mailing list of residents, businesses and other property owners within the
study area.
Bo
Schedule, advertise, and conduct a public meeting with potentially affected property
owners and other interested individuals or groups.
Co
Prepare a memorandum summarizing the public comments/questions recorded by
Engineer's staff.
III. Prepare Preliminary Environmental Assessment
The applicable procedures of the National Environmental Policy Act and Federal Highway
Administration Technical Advisory 6640.8A will be followed. A brief description of the proposed
report format per TxDOT guidelines is as follows:
· Cover Sheet
· Table of Contents
· Project Setting/Existing Environment
· Description of the Proposed Action
a. Roadway Construction
b. Right-of-Way
c. Utility Construction
d. Project Funding
· Purpose of and Need for the Proposed Action/Reasonable Alternatives
· Potential Social, Economic, and Environmental Impacts
a. Socioeconomic Data
b. Land Use
A-3-7
c. Regional and Community Growth
d. Public Facilities and Services
e. Community Cohesion
f. Environmental Justice
g. Economic Impacts
h. Conservation and Preservation
i. Displacement of People, Businesses, and Farms
j. Water Quality- Section 404 Permits, Wetlands, Floodplains, SW3P, and Surface
Water Hydrology
k. Air Quality Analysis
1. Traffic Noise Analysis
m. Vegetat ion Impacts
n. Wildlife and Threatened/Endangered Species Impacts
o. Section 4(f) Properties
p. Prime Farmlands
q. Archaeological/Historical Structures
r. Construction Impacts
s. Hazardous Waste/Materials
· Secondary Impacts
· Comments and Coordination - Description of public and agency comments and
coordination.
· Conclusion
Exhibits will include photos, typical sections, layouts, and a project location map. The Engineer will
submit the preliminary draft EA to the City for review. A draft EA will then be prepared,
incorporating changes and comments. The draft EA will then be submitted to TxDOT for review, if
requested by the City. The EA will then be revised to address TxDOT comments.
The scope of services for some of the elements of the EA is described in more detail below.
A. Archaeological and Historical Structures
The Engineer will take photographs of all structures adjacent to the project ROW, and
will provide them to TxDOT with a location map. Two views of each structure will
be provided, with address if available. A Phase I archeological study will be
preformed if required.
B. Hazardous Materials/Waste
To evaluated the potential for hazardous materials/waste, a Phase I ESA will be
conducted in accordance with American Society for Testing and Materials (ASTM)
Standard E 1527-00: Standard Practice for Environmental Site Assessments: Phase I
Environmental Site Assessment Process. This work is described in more detail
above.
A-3-8
C. Endangered Species and Ecological Assessment
The assessment of the relative impacts of each of the project alternatives will be
based primarily on a review of aerial photography and topographic and soils maps
and a field reconnaissance. This effort will be designed to provide pertinent
biological information to support the alternatives analysis in the EA. It is not
anticipated that this project would impact threatened or endangered species;
therefore, Section 7 consultation is not included in this scope of services.
D. Waters of the U.S., including Wetlands (for preferred alternative only)
The Engineer will identify and delineate the Waters of the U.S. (including wetlands)
potentially affected by the proposed project as described above.
E. Vegetation Survey and Mitigation Plan
TxDOT's memorandum of agreement with the TPWD requires evaluation of project
impacts to forested areas. If the preferred alternative affects these areas, a tree survey
and mitigation plan may be required. This work would be negotiated as an additional
service in a supplemental agreement.
F. 4f Analysis
If the preferred alternative impacts the park, or any other 4fproperty, this work would
be negotiated as an additional service in a supplemental agreement.
IV. Public Hearing
After completion and preliminary approval of the Draft Final Environmental Assessment and the
approval of the schematic design, the Engineer will support the City if a public hearing is requested.
Ao
Prepare a mailing list of residents, businesses and other property owners within the
study area.
Schedule, advertise, and conduct a public meeting with potentially affected property
owners and other interested individuals or groups. The meeting will consist of an
informal "open-house" prior to the TxDOT introduction. Assistance in answering
questions and recording public comments will be provided. Provide assistance to RH
in preparing graphics and displays to be shown at the meeting. The workshop will be
advertised twice in the two local newspapers prior to the meeting. A court reporter
will be provided if requested by TxDOT.
Prepare a memorandum summarizing the public comments/questions recorded by
Engineer's staff.
V. Prepare Final Environmental Assessment
After the public hearing and the approval of the preliminary schematic design, the Engineer will
prepare the Final EA. This work will include incorporating information on the public hearing, and
responding to public comments.
A-3-9
ATTACHMENT A-4
SCOPE OF SERVICES BY PROJECT ENGINEER
(Performed by Separate Work Authorization)
II.
General
In general, and except as may be modified herein or directed by City of Pearland, engineering
design, plans and specifications and construction procedures will follow the usual practices
of the City of Pearland, will be in conformance with City of Pearland Project Procedures and
Design Criteria Manual and will conform to approved schematic layouts and profiles. The
Project Engineer will perform all requisite engineering design services for the project,
including control surveys, engineering analysis and bridge foundation recommendations.
Type of Service
The engineering services to be performed by the Project Engineer are those services which
are necessary for the preparation of design construction plans, specifications, and other items
of work related thereto, all of which are hereinafter referred to as the "Design Phase
Services." Design Phase Services will include but are not limited to the general type and
classifications listed in the following:
A. Field Survey
1. Stake centedines
The project base line will be coincidental with, or parallel to, the stationed
"Design Centerline." Base line control points will be established using
5/8-inch iron rods, 36-inches long, at PCs or Pis and PTs of horizontal curves
and at 1,000 foot maximum intervals on tangents. This centedine staking will
be maintained through completion of design and awarding of the construction
contract. The centerline location and profiles of all existing highways,
railroads, streets, and utilities will be run at least 150 feet beyond the
proposed centerline crossing of these facilities.
2. Establish benchmark circuit throughout the project.
3. Profile and cross section intersecting streets for tie into project.
4. Cross section drainage channels
Tie to existing underground and overhead utilities (location and elevation).
The location of existing underground utilities will be pre-determined by
probing or by contacting utility companies to expose facilities.
6. Additional Field Surveying as required for final design.
7. Stake soil core holes.
A-4-1
Be
Ce
Dw
8. Determine type of existing material, pavements, etc.
9. Profile drainage facilities.
10. Measure the hydraulic opening under existing bridges
11. Obtain elevations of manholes and valves of utilities
12. Final control staking for construction contractor
13. Send out right of entry letters and obtain right of entry
Roadway Design Controls
1. Prepare existing and proposed typical sections of all roadway elements
Prepare plan and profile sheets showing horizontal and vertical geometric
design including the following designs:
Refine the horizontal and vertical alignment shown on the preliminary
layout.
b. Determine vertical clearance at grade separations and overpasses.
Drainage Design
Prepare overall and detailed drainage area maps and calculations necessary to
perform the design of the storm sewer system, pump stations, roadside
ditches, roadside swales, culvert crossings, detention ponds and stream bridge
crossings. All calculations and drainage areas will be in conformance with
the Drainage Study.
Prepare Drainage Plan and Profile sheets which will include plan and profile
information on storm sewers, roadside ditches, roadside swales, detention
ponds, outfall channels, existing utilities, and cross culverts.
Prepare stormwater pollution prevention plan (SWPPP) and layout sheets
showing temporary control measure during each phase of construction. Also,
prepare permanent sediment filtration ponds as required by Texas Natural
Resources Conservation Commission (TNRCC).
4. Prepare plan and profile drawings showing each culvert crossing.
o
Perform scour analysis and scour prevention designs on all stream bridges
and conduit outfalls using HEC-RAS.
Miscellaneous Roadway Design
Compute and tabulate construction quantities and prepare construction cost
estimate. In addition to individual quantity summary sheets, checked
A-4-2
quantities for each pay item of work included in the proposal form for the
construction contract shall be tabulated on a general summary sheet. The
general summary sheet or sheets shall conform to standards furnished by the
Program Manager. Estimates will be prepared and submitted with each
review submittal.
2. Prepare roadway details sheets and modify construction standards as required.
Prepare Title Sheet and Index Sheet. The Title Sheet will be in the format
established by the Program Manager. The Index Sheet will include a listing
of the required construction standards approved by City of Pearland.
4. Prepare construction traffic control plans which will include the following:
The sequence of construction and method of handling traffic during
each phase.
bo
The existing and proposed traffic control devices that will be used to
handle traffic during each construction sequence, including signals,
regulatory sign, warning signs, construction warning sign, guide
signs, route markers, construction pavement markings, channeling
devices, portable changeable message signs, flashing arrow boards,
barricades, barriers; etc.
Co
The proposed traffic control devices (stop signs, signals, flagperson,
etc.) at grade intersections during each construction sequence.
d°
Where detours or temporary widening are provided, typical cross
sections will be shown.
eo
Road construction work hours will be developed based on traffic
conditions.
5. Prepare signing, pavement marking, signal, and illumination plans.
6. Submit 30%, 60%, 90%, and Final Plans for review.
Prepare retaining wall plan and profile sheets and details including the
following:
1. Information shown in the plan view will include:
a. Designation of reference line
b. Beginning and ending of retaining wall stations
c. Offset from reference line
d. Horizontal curve data
A-4-3
Utility
1.
e. Total length of wall
f. Face of wall will be indicated
g. All dimensions and alignment relations (alignment data as necessary)
h. Soil core locations
Information shown on the profile will include the following:
a. Top of wall elevation
b. Existing and finished ground line elevations
c. Top of footing elevations
d. Limits of measurement for payment
e. Type, limits and anchorage details of railing
Top and bottom of wall profiles and soil core hold data plotted at
correct station and elevation. The plot shall be at the same scale as
the wall profile. Soil core hold data shall be shown. Ground water
elevations and the observation data shall be shown.
Structural details will be prepared for cast-in place cantilever walls and
specialized retaining walls with unique designs. Details will include a bar list
and quantities for contractor's information.
Layouts and Agreements
Prepare layouts and profile of existing utility crossings showing conflict of
utilities with proposed improvements. These utility plans will show the
location, alignment, and grade of each utility crossing, including both aerial
and underground lines, giving the project station, skew, elevations, owner, the
type of line crossed, and all other pertinent data visible in the field or
obtainable from local residents and records. The utility plans will be
submitted on or before the 30% plan submittal date so that all utility company
relocations may be approved prior to awarding of the general construction
contracts.
Prepare the exhibits, text correspondence and meeting attendance records to
ensure the completion of all necessary utility agreements.
In counsel with the Program Manager, coordinate with utility companies to
expose potential conflicts and field ties to uncover utilities in potential
conflict areas.
Include the utility companies' construction plans and specifications for the
utility relocations, to be made by the construction contractor, in the plans and
A-4-4
specifications issued by Program Manager for construction of the project in
logical numbered sequence. Tabulate utility quantities in the quantity
summary and bidding documents.
Project Specifications
Prepare project specific specifications and general notes for construction letting,
based on Program Manager provided General Notes library and project
specifications.
Earthwork Cross Sections
Sections showing existing and proposed sections will be prepared every 100 feet on
tangent sections and every 50 feet on curves for all roadways showing cut and fill
quantities. These cross-section sheets will be plotted to a scale of 1" -- 10' both
horizontally and vertically on cross-section sheets of the same size are the plans.
Quantities will be tested for accuracy and reliability prior to including in the plans.
Design Computations
Design computations will be neatly recorded on 8-1/2 inch by 11-inch computation
sheets or standard computer printout, fully titled, numbered, dated, signed and sealed
by the maker, checked and indexed. A copy of these computations, fully checked,
will be submitted with the completed tracings. Computations will be available at all
times for review by City of Pearland and Program Manager. Check prints of
drawings will be maintained at all times and be available for review by City of
Pearland.
Preparation of Supplementary Specifications, Special Provisions, and Contract
Documents.
Furnish drafts of supplemental specifications and special provisions of the
construction contract, modifying, augmenting, or deleting the provisions of the
Standard Specifications. The Project Engineer will also furnish estimates, proposal
quantities, and all other information and data required to complete the construction
contract documents.
For all construction contracts, the contract documents will be printed and published
by, bids will be received by, and the award of the contract or the rejection of bids will
be made by City of Pearland with the assistance of the Program Manager.
Assistance During Advertising and Award of Construction Contract
Assist City of Pearland during the bidding process by, attending pre-bid conferences,
attending the bid opening, and assisting in evaluation of proposals as required.
Shop Drawings
Shop detail and construction drawings submitted by the construction contractors will
be reviewed and checked in accordance with accepted standards of professional
A-4-5
practice. These will include structural steel details, reinforcement details, form
details, cofferdams, and details of all other items required to review and evaluate for
compliance of the construction to the standards required. The review shall be
sufficient detail to assure that the materials furnished are of proper size and strength
and conform to the construction plans and specifications.
Bridge Design
1. Prepare Bridge Layouts
Bridge Layouts of each bridge structure will be prepared for the City of
Pearland/Program Manager's review and approval. No bridge design work
will be performed until the Program Manager has given the Engineer written
approval of the preliminary bridge layout.
Approval and/or permits, in the name of City of Peafland will be obtained, by
the Program Manager, as needed, from TxDOT, U.S. Army Corps of
Engineers, Texas Parks and Wildlife, etc. The Bridge Layout will be
submitted at the earliest possible date in the design schedule to facilitate these
approvals.
Bridge layout sheets shall have the same vertical and horizontal scale of
1 inch = 40 feet. Sections of existing and proposed structures will have a
scale of 1 inch =20 feet. Soil core holes will be positioned and labeled on the
bridge layout pan view. The core hold data will be shown at the correct
station, at the same vertical scale, and the proper elevation.
a. Bridge Layouts Plan View will include the following:
(1) Horizontal curve information and bearing of centefline.
(2)
Horizontal, vertical, and template information of all roadways
or railroads crossed.
(3) Bearing of centerline and reference lines
(4) Skew angles
(5) Slope for header banks and approach fills.
(6)
Control stations at beginning and ending of bridge,
intersections, etc.
(7) Approach pavement and crown width.
(8)
Bridge roadway width and curbs, face of rail, shoulders, or
sidewalks.
(9) Approach slab and curb returns.
A-4-6
(10)
(11)
(12)
(13)
(14)
(15)
(16)
(17)
(18)
(19)
(20)
Limits of riprap
Proposed features under structure.
Location of profile grade line.
North arrow.
Typical bridge roadway section including preliminary
proposed beam types and spacings.
Cross slope and superelevations.
Minimum horizontal clearances
Location of soil core holes (Station and offset).
Bent locations and bearings.
Retaining wall locations.
Traffic flow directional arrows.
Bridge Layout profile will include:
(1) Type of foundation.
(2) Finished grade elevations at beginning and end of bridge.
(3) Overall length of structure.
(4) Length, type of spans and units.
(5) Type of railing.
(6) Minimum vertical clearance.
(7) Existing and proposed ground lines.
(8) Grid elevations and stations.
(9) Bent numbers encircled.
(10) Stationing of bridge compatible with grid stations.
(11) Standard title.
(12) Profile grade date.
A-4-7
(13) Limits of type ofriprap.
(14) Soil Core Hole information with penetrometer test data.
Co
Additional layout requirements' for waterway structures and bridge
class culverts will be determined from the Drainage Study being
prepared by others.
(1) Design and 100-year peak discharges.
(2)
Design and 100-year highwater (HW). (Recoded HW and
date if available.)
(3)
Natural and through-bridge velocities for design and 100-year
floods.
Bridge Details
a°
Prepare contour plots of ramp bridge goes in order to ensure proper
transition. The template data and vertical alignment necessary to
generate the contour plots will also be prepared.
Final design calculations and final detail drawings will be made in
accordance with standard requirements of the program. Design
calculations will be furnished to the Program Manager. All
calculations will be checked and each page will be initialed by the
Designer and Checker.
Co
Plans will be in sufficient detail to permit the preparation of complete
shop details for fabrication and erection.
Plan and elevation elements of the bridge (abutments, bents, slabs,
etc.) shall be detailed to 1/4 inch equals one foot architect scale to
provide clear legible drawings. Details shall be minimum of 3/8-inch
equals one foot architectural scale. Lettering shall be a minimum size
of 100.
eo
For steel construction, the sizes and overall dimensions of members,
number and arrangement of bolts, maximum bolt spacing, size,
number and spacing of welds and miscellaneous details necessary to
control the preparation of the shop detail plans will be shown. In
concrete construction, the sizes, numbers, arrangements, bends,
length, etc. of reinforcement as necessary for the preparation of shop
ending diagrams and bar lists will be shown.
Bridge Quantities
A list of the checked quantities for each structure will be shown on a separate
bridge quantity sheet. The quantities will be listed separately for each part of
the substructures and superstructures or other appropriate component parts.
A-4-8
ATTACHMENT A-5
CONSTRUCTION ADMINISTRATION SERVICES
(Performed by Turner Collie & Braden, Inc.)
Activities in Project Administration and in Coordinating with the Construction
Contractors
A. Construction
1. Mobilization
ao
Check to see that the Construction Contractor is in general
conformance with requirements of the construction documents
concerning designation of Superintendent, work schedule, and date of
work order.
Obtain current construction schedule and deploy authorized field
personnel as needed.
2. Daily for Each Construction Contract
a. Review test results and document acceptance or rejection of material.
As required, Project Engineer will consult with the Construction
Contractor and Program Manager regarding the need for extra work
order, change orders, etc., and the status of plans and specifications
for previously authorized field changes.
3. Weekly for Each Construction Contract
ao
Review construction and/or administrative activities that may require
changes to construction cost, schedule, and/or project design.
b. Review status of ROW/utilities.
Determine status of extra work orders, change orders, outstanding
correspondence, etc.
4. Monthly for Each Construction Contract
Provide monthly estimates of work performed on construction contracts.
Prepare a Monthly Summary Report of construction contract activities and
note outstanding items related to potential problems, delays, cost impacts,
schedule impacts, and field changes.
A-5-1
o
o
Ongoing Tasks
Analyze significant problems encountered and recommend solutions
to City of Pearland.
b. Assist in preparing contract modifications or change orders.
Analyze Construction Contractor's claim for payment for extra work,
interface with City of Pearland and, if approved, maintain the daily
documentation for payment.
Special Tasks
ao
Review Construction Contractor's requests for time extensions and
submit findings to City of Pearland.
bo
Review Construction Contractor's claim for additional compensation
related to extra work, investigate circumstances, and prepare written
findings for City of Pearland with recommendations.
Prepare and document factual evidence for arbitration heatings and/or
litigation as needed.
Project Completion
a. Prepare punch list(s) of discrepancies in construction contract items.
bo
Interface with City of Peadand/Program Manager on outstanding
issues and methods to resolve discrepancies, extra cost items, and
completion deadlines.
c. Review project for final compliance with specifications.
do
Notify City of Pearland/Program Manager that a project is ready for
final review and accompany their representative on same.
eo
Complete final documentation in accordance with the City of
Pearland requirements.
II.
Project Approach and Operations Requirements
A. Office Facilities
It is anticipated that the Material Testing Subconsultant will require desk
space and telephone access to conduct activities and coordination for all
construction contracts. The above offices will be provided by the
construction contractor.
A-5-2
For each field office, the Construction Contractor shall provide the following
furniture, subject to the Program Manager's acceptance: four standard desk
and four chairs, two drafting tables and two stools, two 4-drawer file cabinets,
two 8-plan file racks, four side chairs, one drinking fountain, and standard
facilities for heating, air conditioning, utilities, and toilet.
Communications
Telephone equipment and installation will be provided by the construction
contractor.
The Construction Contractor furnishing the field office trailers will provide
and pay for all telephone equipment and monthly charges.
3. Field Communications
Mobile phones will be provided for the project management and contract
administration staff.
Transportation
Construction personnel will be paid mileage at approved rate.
A-5-3
> > ~
ATTACHMENT D
WORK AUTHORIZATION NO. 1
This Work Authorization is made pursuant to the terms and conditions of the Pearland
Mobility & Drainage Bond Program, hereinafter identified as the "Contract", entered into
by and between the City of Pearland ("City"), and Turner Collie & Braden Inc.
("Engineer).
PART 1. The Engineer will perform Program Administration, Preliminary Engineering,
and Final Design Services, as defined by Attachment A of the Contract, for the following
projects: Miscellaneous Road Improvements (Estimated Construction Cost $4,000,000),
Baily/Oiler (Estimated Construction Cost $42,100,000), Cullen Extension (Estimated
Construction Cost $2,600,000), Corrigan Drainage Improvements (Estimated
Construction Cost 5,017,000), and West Mary's Creek Detention (Estimated
Construction Cost $5,620,000).
PART 2. The maximum amount payable for services under this Work Authorization is
$2,067,953. This amount is based on the following:
PART 3. Payment to the Engineer for the services established under this Work
Authorization shall be "Reimbursable".
PART 4. This Work Authorization shall become effective on September 17, 2001 and
shall terminate on November 12, 2005, unless extended by a supplemental work
authorization.
PART 5. This Work Authorization does not waive the parties' responsibilities and
obligations provided under the contract.
PART 6. This Work Authorization is hereby accepted and acknowledged below.
ENGINEER
Typed or Printed Name
CITY OF PEARLAND
T~~~¢o~;;ri~ntedC~Na~ ~
Title Title
Date D~tte
LIST OF EXHIBITS
Exhibit A - Fee Schedule
Exhibit B - Work Schedule
11/27/01
Turner Collie & Braden Inc
EXHIBIT A
FEE SCHEDULE
Pearland Mobility & Drainage Bond Program
Work Authorization No. 1
Summary
Pro_iects
Miscellaneous Road Improvements (Estimated Construction Cost $4,000,000)
Bally/Oiler (Estimated Construction Cost $42,100,000)
Cullen Extension (Estimated Construction Cost $2,600,000)
Corrigan Drainage improvements (Estimated Construction Cost $5,017,000)
West Mary's Creek Detention (Estimated Construction Cost $5,620,000)
TC&B Program Management
Program Administration
Preliminary Engineering
Final Design Services
Construction Administration Services
Direct Costs
Subtotal
ESTIMATE
$441,236
$820,421
$655,536
FA
$150,760
$2,067,953
Future Appropriation
TOTAL
$2,067,953
FA - Future Appropriation.
Page I of 1
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CITY OF ?EARLAND
MOBILITY & DRAINAGE PROGRAI.1
Ezh491 B
Work Authorization No. 1
ID Task Name
1
Engineering Contract Approval
Duration
0 days
Start
Mon 12/1001
Finish
Mon 12/lODl
2002
Dec t Jan j Feb j Mar I Apr I Ma 2003
I Jun I J I A g I Sep O t I Nov De Jan
I Feb I !Aar I Apr I May I Jun
Jul I Aug I Sep j Jan p I Oct Oct I Nov I Dec I Feb I filar I Apr I May I Jun I Jul I Aug I Se 2005
� Nov j Dec Jan I Feb I.Ix I Apr I May
2007
Jun I Jui I Aug Sep I Oct I Nav j Dec 1 Jan I Feb I Mat I Apr I May I Jun I Jul I Aug j Sep I Oct j Nov Dec i Jan I Feb j Mar Apr
2006
2
3
4
5
6
7
9
10
11
12
13
14
15
16
17
16
19
20
21
23
24
25
26
27
28
29
30
31
32
33
35
36
37
38
39
40
Program Start Up
Corrigan Dralnaga Improvements
Engnearlrg _.. _..
ROW Acquisition
Advertise, Bid 8 Award
Construction
Marys Croak Dsten0on
Engneemig
Site Acquisition
Adverts°, Bid 8 Award
Consbucton - ....... _ ..
Misc. Rood Projects Ph as* I
Engineering
._..
Adverbs°, BM & Award
Construction
Cullen Ezbnslon - _-
Engineering
60 days
961 days
535 days
Mon 12/1001
Mon 01/14/02..
Mon 01/14O2'..
270 days Sat 07/13/02
61 days Thu 07103103
Tue 090203
Mon 01114/02
375 days Mon 01/1402
180 days Sun 04/14/02.
60 days Fri 012403
365 days Tue 032503
213 days Mon 0111402.
_.-..._.
100 days !don O1l14O2
27 days Wed 042402
86 days Tue 052102
076 days Mon 01/14O2
546 days - Mon 01/1402
365 days
800 drys
ROWAcquisi0on 270 days Sat07/1302
Advertise, Bid BAward 60 days Mon 07/14O3
Constriction 270 days Fri 09/12/03:
Misc. Road Projects Phase II
--- E wing --- _ _..
AdvxOse, BM 8 Award
corhso-ucton
BlalyfOilsr Road
Engineering
ROW Acquisition
365 drys
95 days
_... dyad__
60 days
20 days
1685 days'.
_. _.. 920 days:.
day
s
365 days
—_ dada. ._— _ dyad___
Advertise,
ertise, Bid 8 Award
Construction
Misc. Rob Prefaces Phase III
Engineering
ROW Acquisition
Advertise, Bld BAwxd
Construction
Mtse. Road Projsots Phw
Engneedng
ROW Acquisition
Advertise, Bid 8 Award
Construction
Turner Cote & Braden Inc.
Project 13-11256
Date: Thu 12/20/01
Task
Mon 02/11/02
Mon 02/11O2
—Ed 05/1702 •
Tue 07/1602.
Mon 01/1402
Mon 01/1402
Mon 03/10,03
Thu 0207O2
Tus 05/31/04
Wed 07/02,03
Tue 04O6O3
Mon 09O1O3
Tue08O1/O4
Tue 03/23/04
Thu 012303
Thu 10/10.O2
Mon 0324O3
Tue032304
Wad 06114/02
Tue 04/23Nz
Mon 0920102
Wed 08/1402
Mon 06O7O4
Sun07/1303
Tue 04O8O3
Thu09/11O3
Mon 06O7O4
Mon 02/1003
Thu OSI16O2
Mon07/1502
Mon 02/1010i
Tue 03/13 77
Wed0721O4
Mon 0306O4
65 days Thu 0727J04 Fri 092404
900 days Sat 092804 -: Tue 03/134)7
668 drys Mon 03/1102'.. Wad 010704
365 days Mon 0311102
180 daysSun0609O2
63 days Tue 03/1103
240days ., Tue O5713O3.
.640 drys Mon 05/1302
365 days fAonosn3nz-
150 days Sun 08111O2
65 days Tue05/13O3.
210 days Thu 07/1703
Mon 03/10O3
Thu 12/0 02
Mon 05/1203
Wed 01O704
Wed 02/1104
Mon 05n12O3
Thu 02/06O3
Wed 07/1603
Wed ov 1/4
Spot
M. .3
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• -:::-:-
•
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Progress hblesbne
•
Summary
•
Rolled Up Task
Rolled Up Sp61
Rolled Up LA tin O
Robed Up Progress — External Tasks
•
Project Summary
Page I