R99-022 03-29-99RESOLUTION NO. R99-22
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 CARTER -BURGESS FOR DESIGN
AND CONSTRUCTION/ADMINISTRATION OF THE FITE-HARKEY
INTERCEPTOR, WEST LEA-RAVENWOOD TRUNK SEWER, AND
McHARD ROAD TRUNK SEWER.
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
Carter -Burgess, 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 the original of the attached contract with Carter -Burgess,
for and on behalf of the City of Pearland, for design and construction/administration of
the Fite -Harkey Interceptor, West Lea-Ravenwood Trunk Sewer, and McHard Road
Trunk Sewer.
PASSED, APPROVED and ADOPTED this the
, A.D., 1999.
TOM REID
MAYOR
APPROVED AS TO FORM:
DARRIN M. COKER
CITY ATTORNEY
day of
Exhibit "A"
Contract to Provide Final Design & Construction Administration
For
Fite -Harkey, West -Lea, Far Northwest, and FM 518
THIS IS AN AGREEMENT made i 1999, between City of Pearland ("the
Client") and Carter and Burgess, Inc. (the "Engineer"). The Client intends to engage the
Engineer for Fite -Harkey, West -Lea, Far Northwest, and FM 518
Final Design & Construction Administration services.
The Client and the Engineer, in consideration of their mutual covenants, agree
conceming the performance of professional Engineering services by the Engineer and
the payment for those services by the Client, as set forth herein.
The Engineer shall provide professional Engineering services for the Client in all phases
of the Project to which this Agreement applies, shall serve as the Client's professional
Engineering representative for the Project as set forth herein, and shall give
professional Engineering consultation and advice to the Client during the performance
of services hereunder.
AGREEMENT
For and in consideration of the mutual promises, covenants, obligations and benefits of
the Agreement, the Client and the Engineer contract and agree as follows:
1. EMPLOYMENT OF ENGINEER
The Client agrees to employ the Engineer and the Engineer agrees to perform
professional Engineering and related services in connection with the Project as
stated in the Sections to follow, and for having rendered such services the Client,
agrees to pay the Engineer compensation as stated in the attached Exhibit A -
Engineer's Scope of Services and Compensation.
2. SCOPE OF SERVICES
The Engineer's Scope of Services is described in the attached Exhibit A - Engineer's
Scope of Services and Compensation.
Page 1 of 9
CCC Carter Burgess
3. AUTHORIZATION OF SERVICES
No professional services of any nature shall be under -taken by the Engineer, under
this Agreement, until he has received written authorization from the Client in which
the nature and extent of the assignment, the scope of services, the basis of
compensation (including a budget as hereinafter provided), and the time allowed the
Engineer for the performance of the services are specified.
Signing this form shall be construed as authorization by Client for the Engineer to
proceed with the Scope of Work.
4. OUTSIDE SERVICES
When technical or professional services are fumished by an outside source, when
approved by Client, an additional amount shall be added to the cost of these
services for Engineer's administrative costs, as provided hereinafter.
5. PROFESSIONAL STANDARDS
The Engineer agrees to carry out and perform the services herein agreed to in a
professional and competent manner. The Client agrees that the Engineer shall not be
liable for error, omission, or breach of warranty (either expressed or implied) in his
design work, preparation of surveys, plans and specifications, designation and selection
of materials and equipment for the Project, or inspection of the construction work except
to the extent that he fails to exercise the usual degree of care and judgment of a
reasonably prudent engineer in the same or similar circumstances and conditions.
Except to the extent expressly provided above, the Engineer does not underwrite,
guarantee or insure any construction work done by any contractors, nor shall the
Engineer be responsible or liable for any contractor's failure to do such work or for the
safety precautions taken by any contractor incidental to construction work. It is further
agreed that no contractor shall ever be relieved of liability for any defect or deficiency
in his construction work due to any act or omission of the Engineer.
Engineer shall be responsible, to the level of competency presently maintained by
other practicing professional Engineers in the same type of work in Client's
community, for the professional and technical soundness, accuracy, and adequacy
of all design, drawings, specifications, and other work and materials furnished under
this Agreement. Engineer makes no other warranty, expressed or implied.
6. TERMINATION
Either Client or Engineer may terminate this Agreement by giving 30 days written
notice to the other party. In such event Client shall forthwith pay Engineer in full for
all work previously authorized and performed prior to effective date of termination. If
no Notice of Termination is given, relationships and obligations created by this
Agreement shall be terminated upon completion of all applicable requirements of
this Agreement.
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C-52 Carter .Burgess
7. ARBITRATION
All claims, disputes, and other matters in question arising out of, or relating to, this
Agreement or the breach thereof may be decided by arbitration in accordance with
the rules of the American Arbitration Association then obtaining. Either Client or
Engineer may initiate a request for such arbitration, but consent of the other party to
such procedure shall be mandatory. No arbitration arising out of, or relating to this
Agreement may include, by consolidation, joinder, or in any other manner, any
additional party not a party to this Agreement.
8. LEGAL EXPENSES
In the event legal action is brought by Client or Engineer against the other to enforce
any of the obligations hereunder or arising out of any dispute conceming the terms
and conditions hereby created, the losing party shall pay the prevailing party such
reasonable amounts for fees, costs and expenses as may be set by the court.
9. PAYMENT TO ENGINEER
Monthly invoices will be issued by Engineer for all work performed under the terms
of this agreement. Invoices are due and payable on receipt. Interest at the rate of
8% per annum will be charged on all past -due amounts, unless not permitted by law,
in which case, interest will be charged at the highest amount permitted by law.
10. LIMITATION OF LIABILITY
Engineer's liability to the Client for any cause or combination of causes is in the
aggregate, limited to an amount no greater than the fee earned under this
Agreement.
11. ADDITIONAL SERVICES
Services in addition to those specified in Scope will be provided by Engineer if
authorized in writing by Client. Additional services will be paid for by Client, as
negotiated.
12. SALES TAX
In accordance with the State Sales Tax Codes, certain surveying services are
taxable. Applicable sales tax is NOT included in the proposed fee. Sales tax at an
applicable rate will be indicated on invoice statements.
In case any one or more of the provisions contained in this Agreement shall be held
illegal, the enforceability of the remaining provisions contained herein shall not be
impaired thereby.
Page 3 of 9
«2 Carter ..Burgess
Contract to Provide Final Design & Construction Administration
For
Fite -Harkey, West -Lea, Far Northwest, and FM 518
Exhibit A - Engineer's Scope of Services and Compensation
A. DEFINITION OF PROJECT
The role of Engineer is to provide the Engineering services necessary to assist
the Client with design plans & specification development, bidding phase
services, and construction administration for the Fite -Harkey Rd. interceptor,
West -Lea interceptor, and line work associated with the Far Northwest WWTP.
B. SCOPE OF SERVICES
The scope for this project is itemized into the following tasks for each of the
above -referenced projects.
Task No.1 - Final Design
Fite -Harkey -Magnolia
This task includes the development of construction plans, specifications, bid
documents, and engineering cost estimates for the Fite -Harkey Road
interceptor. This includes 5,220 If of 24-inch PVC sanitary sewer along Fite Rd.;
5,360 If of 30-inch PVC sanitary sewer along Fite Rd.; and 2,660 If of 36-inch
PVC sanitary sewer along Harkey Rd.(includes a crossing under Mary's Creek).
This project also includes 1,035 If of 48-inch PVC sanitary sewer along Magnolia
Boulevard (the segment along Magnolia is part of the West -Lea planning report).
This project includes the design of a lift station at CR 89 and FM 518 to pick up
flows from the Wong property and divert to the Fite Interceptor. It will include the
use of an existing 8-inch force main already in service which currently transports
flows to 518. Flow in this force main will be tumed around to the Fite Interceptor.
West -Lea
This task includes the development of construction plans, specifications, bid
documents, and engineering cost estimates for the West -Lea Ravenwood
Interceptor. This includes 2,800 If of 12-inch PVC sanitary sewer along
Ravenwood Dr. and 4,720 If of 36-inch PVC sanitary sewer along Harkey Rd.
Far Northwest
This task includes the development of construction plans, specifications, bid
documents, and engineering cost estimates for the line work along McHard Rd.
related to the Far Northwest WWTP. This includes 4,600 If of 18-inch PVC
Page 4 of 9
CZ Carter .Burgess
sanitary sewer; 5,400 If of 42-inch PVC sanitary sewer; and 850 If of 54-inch
sanitary sewer, and trunk laterals down main arterials of the subdivision to the
phase one boundary or to the maximum extent allowed by the construction
budget.
Task No. 2 - Bidding and Construction Administration
This task includes: (1) bidding phase services, including one pre -bid meeting; (2)
one pre -construction meeting and issuance of instructions to Contractors as
requested by the City; (3) review and submit change orders to the City for
approval; (4) review contractor shop drawing submittals requested in the
Contract Documents; (5) review and submit monthly and final pay estimates to
the City for payment to contractor; (6) conduct in the company of the City a final
inspection of the Project for general conformance with the design concept and
general compliance with the contract documents; and (7) on the basis of
construction observed by the on -site project inspector and the final inspection,
issue certification to the City that the Project has been completed in substantial
compliance with the contract documents.
Task No. 3 - Additional Services
Survey
Preparation of field surveys to collect information required for design (this does
not include land surveys, establishment of boundaries and monuments,
preparation of easement descriptions and related computations and drawings or
control staking).
Storm Water Pollution Prevention Plan
Preparation of Storm Water Pollution Prevention Plan (SWPPP) in accordance
with EPA storm water permitting requirements
Traffic Control Plan
Preparation of Traffic Control Plans to be included for each of the design plans &
specifications
Periodic Site Visits
Periodic visits to the site, once per month, to observe the progress and quality of
the executed work and to determine in general if the work is proceeding in
accordance with the contract documents. This effort does not include exhaustive
or continuous on -site inspections to check the quality, quantity, or safety of the
work or material. It is assumed that on -site project inspection will be provided
through force account labor by the City
Page 5 of 9
ii�i Carter .Burgess
C. BASIS OF COMPENSATION
Engineer will perform the services indicated within Section B for the fees
indicated below:
Task No.1 - Final Design
Fite-Harkev-Magnolia
Final Design will be compensated based upon percentage of the anticipated
construction cost for line work on Fite/Harkey Rd./Magnolia Blvd. as described in
Section B. The anticipated construction cost for this project is $3,288,455.
Compensation for Design, Bidding and Construction Phase is based upon
(6.796% Curve B) for an estimated total of $223,485. The design phase costs is
85% of $223,485 in the amount of $189,965.
The anticipated cost for the 518 and CR 89 lift station improvements is
approximately $250,000. Compensation for Design, Bidding and Construction
Phase is based upon (11.950% Curve B) for an estimated total of $29,875. The
design phase cost is 85% of $29,875 in the amount of $25,395.
West -Lea
Final Design will be compensated based upon percentage of the anticipated
construction cost for line work on Ravenwood Dr. and Harkey Road as described
in Section B. The anticipated construction cost for this project is $1,442,705.
Compensation for Design, Bidding and Construction Phase is based upon
(7.808% Curve B) for an estimated total of $112,650. The design phase costs is
85% of $112,650 in the amount of $95,750.
Far Northwest
Final Design will be compensated based upon percentage of the anticipated
construction cost for line work along McHard Rd. related to the Far Northwest
WWTP as described in Section B. The anticipated construction cost for this
project is $3,500,000. Compensation for Design, Bidding and Construction
Phase is based upon (6.732% Curve B) for an estimated total of $235,620. The
design phase cost is 85% of $235,620 in the amount of $200,277.
Page 6 of 9
C-fa Carter .Burgess
Task No.2 - Bidding and Construction Administration
Bidding and construction phase services will be compensated based upon
percentage of anticipated construction cost. The bidding and construction
phase costs are as follows:
Fite -Harkey -Magnolia
The construction phase cost is 15% of $223,485 in the amount of $33,530.
The construction phase cost is 15% of $29,875 in the amount of $4,480.
West -Lea
The construction phase costs is 15% of $112,650 in the amount of $16,900
Far Northwest
The construction phase cost is 15% of $235,620 in the amount of $35,343.
Task No.3 - Additional Services
Compensation for Surveying, Storm Water Pollution Prevention Plan,Traffic
Control Plan, and Periodic Site Visits will be performed on a time and materials
basis in accordance with rate schedule represented in Section E. Anticipated
fees are itemized as follows (expenditures beyond the budgets represented
below would require authorization).
Fite -Harkey -Magnolia
Survey(design) $42,825
Storm Water Pollution Prevention Plan $3,000
Traffic Control Plan $6,000
Periodic Site Visits $5,000
$56,825
West -Lea
Survey $22,560
Storm Water Pollution Prevention Plan $3,000
Traffic Control Plan $6,000
Periodic Site Visits $5,000
$36,060
Page 7 of 9
er• Carte!. Burgess
Far Northwest
Survey $50,000
Storm Water Pollution Prevention Plan $3,000
Traffic Control Plan $5,000
Periodic Site Visits $5,000
$63,000
D. BASIS OF COMPENSATION SUMMARY
Project Name
Design C.A. Addt'l Serv. Total
Fite -Harkey -Magnolia $215,360 $38,010 $56,825 $310,195
West -Lea $95,750 $16,900 $36,060 $148,710
Far Northwest $200,277 $35,343 $63,000 $298,620
Summary Total $757,525
E. RATE SCHEDULE
Position Hourly Rate
Project Director $120.00
Project Manager $100.00
Project Engineer $85.00
Project Designer $75.00
Environmental Scientist $75.00
Technician/CADD Drafter $60.00
Engineering Aide/Clerical $40.00
3-Man Survey Crew $105.00
2-Man Survey Crew $75.00
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C-wi Carter Burgess
F. SIGNATURES
ACCEPTED: ACCEPTED:
CARTER & BURGESS, INC. CITY OF PEARLAND
enior Vice
City Manager
Date Date
- Page 9 of 9
Memo
To: Glen Erwin
From: Alan Mueller
Subject: SRF Engineering Contract
Date: March 23, 1999
CC:
John Hargrove
David Castillo
Darrin Coker
Attached is the proposed engineering contract with Carter -Burgess for three of the SRF projects
(Fite -Harkey Interceptor, West Lea Ravenwood Trunk Sewer, and McHard Road Trunk Sewer).
Also attached is a summary of the most current cost estimates for all of the projects compared to
the SRF application. In addition to a nine percent contingency for each project (total:
$1,084,406), there is a surplus of $278,960. However, the engineering and construction for the
final project (FM 518 extension) is not included in the summary. The scope and engineering
contract for this project are still being resolved; this project will be on hold pending funds
availability as the other projects complete.
The total engineering contract for the three projects is $757,525. This fee is a composite of the
design, construction administration, and additional services fees for each of the three projects.
The fee is based on a standard engineering fee curve that we have agreed to use.
Please place this on the March 29, 1999, Council agenda. Please call me if you have any
questions.
1998 State Revolving Fund Loan
03/23/99
Account #
9600-560.15 & .20
9600-565.01
9601
9602
9603
9604
9605
9606
9607
Project
Legal/Fiscal/Loan Origination
Planning (All Projects)
West Lea/Ravenwood
Engineering
Special Services
Construction
Contingency
Subtotal
Far Northwest Trunk Sewer
Engineering
Special Services
Construction
Contingency
Subtotal
Barry Rose WWTP
Engineering
Special Services
Construction
Contingency
Subtotal
Longwood WWTP
Engineering
Special Services
Construction
Contingency
Subtotal
Fite -Harkey Interceptor(1)
Engineering
Special Services
Construction
Contingency
Subtotal
Cullen Sewer Extension/Westgate LS
Engineering
Special Services
Construction
Contingency
Subtotal
Inflow/Infiltration Correction
Engineering
Special Services
Construction
Contingency
Subtotal
Construction Inspection
Two full time inspectors for two years
Round Off
Total
Expended
SRF to Date Estimated Total
Budget (3/2/99) Remaining Est. Cost
425,000 406,048 0 406,048
114,400 71,172 43,228 114,400
0
95,000 112,650 112,650
41,000 36,060 36,060
1,725,000 1,442,705 1,442,705
225,120 143,227 143,227
2,086,120 0 1,734,642 1,734,642
0
236,250 235,620 235,620
15,400 63,000 63,000
3,500,000 3,500,000 3,500,000
455,480 341,876 341,876
4,207,130 0 4,140,496 4,140,496
0
6,000 38,000 38,000
0 0 0
475,000 626,000 626,000
58,480 59,760 59,760
539,480 0 723,760 723,760
0
12,500 48,500 48,500
10,000 0 0
1,025,000 1,683,000 1,683,000
127,600 155,835 155,835
1,175,100 0 1,887,335 1,887,335
0
215,000 253,370 253,370
101,000 56,825 56,825
3,309,000 3,538,455 3,538,455
436,800 346,379 346,379
4,061,800 0 4,195,029 4,195,029
0
72,000 25,140 25,140
49,500 0 0
800,000 389,631 389,631
112,400 37,329 37,329
1,033,900 0 452,100 452,100
0
70,000 0 0
0 0 0
3,000,000 3,000,000 3,000,000
369,600 0 0
3,439,600 0 3,000,000 3,000,000
0 0 149,760 149,760
17,470 0 0 0
17,100, 000 477,220 16, 326, 350 16, 803, 570
(1) FM 518 extension on hold pending availability of funds as other projects complete.
Under (Over)
Budget
18,952
0
0
(17,650)
4,940
282,295
81,893
351,478
0
630
(47,600)
0
113,604
66,634
0
(32,000)
0
(151,000)
(1,280)
(184,280)
0
(36,000)
10,000
(658,000)
(28,235)
(712,235)
0
(38,370)
44,175
(229,455)
90,422
(133,229)
0
46,860
49,500
410,369
75,071
581,800
0
70,000
0
0
369,600
439,600
(149,760)
0
278,960
C-4 rio Carter r Burgess
Consultants in Planning, Engineering, Architecture,
Construction Management, and Related Services
March 16, 1999
Mr. John Hargrove, P.E.
City Engineer
City of Pearland
3519 Liberty Drive
Pearland, TX 77581-5416
Re: Contract for Fite -Harkey, West -Lea, and Far Northwest
Final Design & Construction Administration
Dear Mr. Hargrove:
It is our understanding that the City of Pearland has selected Carter & Burgess, Inc. for
the purpose of providing engineering services for the above referenced project. We are
pleased to submit the following contract to prepare plans and specifications and provide
construction administration services. Our proposed services and the associated fees for
those services are outlined in this attached contract and are in accordance with the
latest planning information submitted to the Texas Water Development Board for review.
Additional compensation would need to be negotiated if final TWDB review and
approval necessitates a significant change in the project scope. The enclosed schedule
is contingent upon a Notice to Proceed date of 3/29/99.
We appreciate the opportunity to continue providing professional services for the City of
Pearland. If you should have any questions or comments, please do not hesitate to
contact us.
Sincerely,
CARTER & BURGESS, INC.
Eric W. Hall, P.E.
Project Manager
Enclosures
EWH/glj
"k„
Yazdan T. Emrani, P.E.
Manager of Public Works Department
c:tworkrpearfendlfite-harkey.doc
Carter & Burgess, inc. Suite 300 55 Waugh Drive Houston, Texas 77007-5833
Mailing address: PO Box 131487 Houston, Texas 77219-1487 (713) 869-7900 Fax (713) 869.5507
Contract to Provide Final Design & Construction Administration
For
Fite -Harkey, West -Lea, Far Northwest, and FM 518
THIS IS AN AGREEMENT made .1999, between City of Peariand ("the
Client") and Carter and Burgess, Inc. (the "Engineer"). The Client intends to engage the
Engineer for Fite -Harkey, West -Lea, Far Northwest, and FM 518
Final Design & Construction Administration services.
The Client and the Engineer, In consideration of their mutual covenants, agree
concerning the performance of professional Engineering services by the Engineer and
the payment for those services by the Client, as set forth herein.
The Engineer shall provide professional Engineering services for the Client in all phases
of the Project to which this Agreement applies, shall serve as the Client's professional
Engineering representative for the Project as set forth herein, and shall give
professional Engineering consultation and advice to the Client during the performance
of services hereunder.
AGREEMENT
For and in consideration of the mutual promises, covenants, obligations and benefits of
the Agreement, the Client and the Engineer contract and agree as follows:
1. EMPLOYMENT OF ENGINEER
The Client agrees to employ the Engineer and the Engineer agrees to perform
professional Engineering and related services in connection with the Project as
stated in the Sections to follow, and for having rendered such services the Client,
agrees to pay the Engineer compensation as stated in the attached Exhibit A -
Engineer's Scope of Services and Compensation.
2. SCOPE OF SERVICES
The Engineer's Scope of Services is described in the attached Exhibit A - Engineer's
Scope of Services and Compensation.
Page 1 of 9
ct Carter. Burgess
3. AUTHORIZATION OF SERVICES
No professional services of any nature shall be under -taken by the Engineer, under
this Agreement, until he has received written authorization from the Client in which
the nature and extent of the assignment, the scope of services, the basis of
compensation (including a budget as hereinafter provided), and the time allowed the
Engineer for the performance of the services are specified.
Signing this form shall be construed as authorization by Client for the Engineer to
proceed with the Scope of Work.
4. OUTSIDE SERVICES
When technical or professional services are furnished by an outside source, when
approved by Client, an additional amount shall be added to the cost of these
services for Engineer's administrative costs, as provided hereinafter.
5. PROFESSIONAL STANDARDS
The Engineer agrees to carry out and perform the services herein agreed to in a
professional and competent manner. The Client agrees that the Engineer shall not be
liable for error, omission, or breach of warranty (either expressed or implied) in his
design work, preparation of surveys, plans and specifications, designation and selection
of materials and equipment for the Project, or inspection of the construction work except
to the extent that he fails to exercise the usual degree of care and judgment of a
reasonably prudent engineer in the same or similar circumstances and conditions.
Except to the extent expressly provided above, the Engineer does not underwrite,
guarantee or insure any construction work done by any contractors, nor shall the
Engineer be responsible or liable for any contractor's failure to do such work or for the
safety precautions taken by any contractor incidental to construction work. It is further
agreed that no contractor shall ever be relieved of liability for any defect or deficiency
in his construction work due to any act or omission of the Engineer.
Engineer shall be responsible, to the level of competency presently maintained by
other practicing professional Engineers in the same type of work in Client's
community, for the professional and technical soundness, accuracy, and adequacy
of all design, drawings, specifications, and other work and materials fumished under
this Agreement. Engineer makes no other warranty, expressed or implied.
6. TERMINATION
Either Client or. Engineer may terminate this Agreement by giving 30 days written
notice to the other party. In such event Client shall forthwith pay Engineer in full for
all work previously authorized and performed prior to effective date of termination. If
no Notice of Termination is given, relationships and obligations created by this
Agreement shall be terminated upon completion of all applicable requirements of
this Agreement.
Page 2 of 9
ii Carter d Burgess
7. ARBITRATION
Ali claims, disputes, and other matters in question arising out of, or relating to, this
Agreement or the breach thereof may be decided by arbitration in accordance with
the rules of the American Arbitration Association then obtaining. Either Client or
Engineer may initiate a request for such arbitration, but consent of the other party to
such procedure shall be mandatory. No arbitration arising out of, or relating to this
Agreement may include, by consolidation, joinder, or in any other manner, any
additional party not a party to this Agreement.
8. LEGAL EXPENSES
In the event legal action is brought by Client or Engineer against the other to enforce
any of the obligations hereunder or arising out of any dispute concerning the terms
and conditions hereby created, the losing party shall pay the prevailing party such
reasonable amounts for fees, costs and expenses as may be set by the court.
9. PAYMENT TO ENGINEER
Monthly invoices will be issued by Engineer for all work performed under the terms
of this agreement. Invoices are due and payable on receipt. Interest at the rate of
8% per annum will be charged on all past -due amounts, unless not permitted by law,
in which case, interest will be charged at the highest amount permitted by law.
10. LIMITATION OF LIABILITY
Engineer's liability to the Client for any cause or combination of causes is in the
aggregate, limited to an amount no greater than the fee earned under this
Agreement.
11. ADDITIONAL SERVICES
Services in addition to those specified in Scope will be provided by Engineer if
authorized in writing by Client. Additional services will be paid for by Client, as
negotiated.
12. SALES TAX
In accordance with the State Sates Tax Codes, certain surveying services are
taxable. Applicable sales tax is NOT included in the proposed fee. Sales tax at an
applicable rate will be indicated on invoice statements.
In case any one or more of the provisions contained in this Agreement shall be held
illegal, the enforceability of the remaining provisions contained herein shall not be
impaired thereby.
Page 3 of 9
CZ Carter u Burgess
Contract to Provide Final Design & Construction Administration
For
Fite -Harkey, West -Lea, Far Northwest, and FM 518
Exhibit A . Engineer's Scope of Services and Compensation
A. DEFINITION OF PROJECT
The role of Engineer is to provide the Engineering services necessary to assist
the Client with design plans & specification development, bidding phase
services, and construction administration for the Fite -Harkey Rd. interceptor,
West -Lea interceptor, and line work associated with the Far Northwest WWTP.
B. SCOPE OF SERVICES
The scope for this project Is itemized into the following tasks for each of the
above -referenced projects.
Task No.1 - Final Design
Fite -Harkey -Magnolia
This task includes the development of construction plans, specifications, bid
documents, and engineering cost estimates for the Fite -Harkey Road
interceptor. This includes 5,220 If of 24-inch PVC sanitary sewer along Fite Rd.;
5,360 .If of 30-inch PVC sanitary sewer along Fite Rd.; and 2,660 If of 36-inch
PVC sanitary sewer along Harkey Rd.(includes a crossing under Mary's Creek).
This project also includes 1,035 If of 48-inch PVC sanitary sewer along Magnolia
Boulevard (the segment along Magnolia is part of the West -Lea planning report).
This project includes the design of a lift station at CR 89 and FM 518 to pick up
flows from the Wong property and divert to the Fite Interceptor. It will include the
use of an existing 8-inch force main already in service which currently transports
flows to 518. Flow in this force main will be turned around to the Fite Interceptor.
West -Lea
This task includes the development of construction plans, specifications, bid
documents, and engineering cost estimates for the West -Lea Ravenwood
Interceptor. This includes 2,800 If of 12-inch PVC sanitary sewer along
Ravenwood Dr. and 4,720 If of 36-inch PVC sanitary sewer along Harkey Rd.
Far Northwest
This task includes the development of construction plans, specifications, bid
documents, and engineering cost estimates for the line work along McHard Rd.
related to the Far Northwest WWTP. This includes 4,600 If of 18-inch PVC
Page 4 of 9
Carter Burgess
sanitary sewer; 5,400 If of 42-inch PVC sanitary sewer; and 850 If of 54-inch
sanitary sewer, and trunk laterals down main arterials of the subdivision to the
phase one boundary or to the maximum extent allowed by the construction
budget.
Task No. 2 - Bidding and Construction Administration
This task includes: (1) bidding phase services, including one pre -bid meeting; (2)
one pre -construction meeting and issuance of instruciions to Contractors as
requested by the City; (3) review and submit change orders to the City for
approval; (4) review contractor shop drawing submittals requested in the
Contract Documents; (5) review and submit monthly and final pay estimates to
the City for payment to contractor; (6) conduct in the company of the City a final
inspection of the Project for general conformance with the design concept and
general compliance with the contract documents; and (7) on the basis of
construction observed by the on -site project inspector and the final Inspection,
issue certification to the City that the Project has been completed in substantial
compliance with the contract documents.
Task No. 3 - Additional Services
Survey
Preparation of field surveys to collect Information required for design (this does
not include land surveys, establishment of boundaries and monuments,
preparation of easement descriptions and related computations and drawings or
control staking).
Storm Water Pollution Prevention Plan
Preparation of Storm Water Pollution Prevention Plan (SWPPP) in accordance
with EPA storm water permitting requirements
Traffic Control Plan
Preparation of Traffic Control Plans to be Included for each of the design plans &
specifications
Periodic Site Visits
Periodic visits to the site, once per month, to observe the progress and quality of
the executed work and to determine in general if the work is proceeding in
accordance with the contract documents. This effort does not include exhaustive
or continuous on -site inspections to check the quality, quantity, or safety of the
work or material. It is assumed that on -site project inspection will be provided
through force account labor by the City
Page 5 of 9
1176 Carter • Burgess
C. BASIS OF COMPENSATION
Engineer will perform the services indicated within Section B for the fees
indicated below:
Task No.1 - Final Design
Fite -Harkey -Magnolia
Final Design wilt be compensated based upon percentage of the anticipated
construction cost for line work on Fite/Harkey Rd./Magnolia Blvd. as described in
Section B. The anticipated construction cost for this project is $3,288,455.
Compensation for Design, Bidding and Construction Phase is based upon
(6.796% Curve B) for an estimated total of $223,485. The design phase costs is
85% of $223,485 in the amount of $189,965.
The anticipated cost for the 518 and CR 89 lift station improvements is
approximately $250,000. Compensation for Design, Bidding and Construction
Phase is based upon (11.950% Curve B) for an estimated total of $29,875. The
design phase cost is 85% of $29,875 in the amount of $25,395.
West -Lea
Final Design will be compensated based upon percentage of the anticipated
construction cost for line work on Ravenwood Dr. and Harkey Road as described
in Section B. The anticipated construction cost for this project is $1,442,705.
Compensation for Design, Bidding and Construction Phase is based upon
(7.808% Curve B) for an estimated total of $112,650. The design phase costs is
85% of $112,650 in the amount of $95,750.
Far Northwest
Final Design will be compensated based upon percentage of the anticipated
construction cost for line work along McHard Rd. related to the Far Northwest
WWTP as described in Section B. The anticipated construction cost for this
project Is $3,500,000. Compensation for Design, Bidding and Construction
Phase is based upon (6.732% Curve B) for an estimated total of $235,620. The
design phase cost is 85% of $235,620 in the amount of $200,277.
Page 6 of 9
Cartr Burgess
Task No.2 - Bidding and Construction Administration
Bidding and construction phase services will be compensated based upon
percentage of anticipated construction cost. The bidding and construction
phase costs are as follows:
Fite -Harkey -Magnolia
The construction phase cost is 15% of $223,485 in the amount of $33,530.
The construction phase cost is 15% of $29,875 in the amount of $4,480.
West -Lea
The construction phase costs is 15% of $112,650 in the amount of $16,900
Far Northwest
The construction phase cost is 15% of $235,620 in the amount of $35,343.
Task No.3 - Additional Services
Compensation for Surveying, Storm Water Pollution Prevention Plan,Traffic
Control Plan, and Periodic Site Visits will be performed on a time and materials
basis in accordance with rate schedule represented in Section E. Anticipated
fees are itemized as follows (expenditures beyond the budgets represented
below would require authorization),
Fite -Harkey -Magnolia
Survey(design) $42,825
Storm Water Pollution Prevention Plan $3,000
Traffic Control Plan $6,000
Periodic Site Visits $5.000
$58,825
West -Lea
Survey $22,560
Storm Water Pollution Prevention Plan $3,000
Traffic Control Plan $6,000
Periodic Site Visits $5.000
$36,060
Page 7 of 9
CZ Carter HBurgess
Far Northwest
Survey $50,000
Storm Water Pollution Prevention Plan $3,000
Traffic Control Plan $5,000
Periodic Site Visits $5.000
$63,000
D. BASIS OF COMPENSATION SUMMARY
Project Name
Design C.A. Addt'I Serv. Total
Fite -Harkey -Magnolia $215,360 $38,010 $56,825 $310,195
West -Lea $95,750 $16,900 $36,060 $148,710
Far Northwest $200,277 $35,343 $63,000 $298,620
Summary Total $757,525
E. RATE SCHEDULE
Position Hourly Rate
Project Director $120.00
Project Manager $100.00
Project Engineer $85.00
Project Designer $75.00
Environmental Scientist $75.00
Technician/CADD Drafter $60.00
Engineering Aide/Clerical $40.00
3-Man Survey Crew $105.00
2-Man Survey Crew $75.00
Page 8 of 9
F. SIGNATURES
ACCEPTED:
CARTER & BURGESS, INC.
Date
Page 9 of 9
ACCEPTED:
CITY OF PEARLAND
City Manager
Date
To: Glen Erwin
From: Alan Mueller
Subject: SRF Engineering Contract
Date: March 23, 1999
CC: John Hargrove
David Castillo
Darrin Coker
Attached is the proposed engineering contract with Carter -Burgess for three of the SRF projects
(Fite -Harkey Interceptor, West Lea Ravenwood Trunk Sewer, and McHard Road Trunk Sewer).
Also attached is a summary of the most current cost estimates for all of the projects compared to
the SRF application. In addition to a nine percent contingency for each project (total:
$1,084,406), there is a surplus of $278,960. However, the engineering and construction for the
final project (FM 518 extension) is not included in the summary. The scope and engineering
contract for this project are still being resolved; this project will be on hold pending funds
availability as the other projects complete.
The total engineering contract for the three projects is $757,525. This fee is a composite of the
design, construction administration, and additional services fees for each of the three projects.
The fee is based on a standard engineering fee curve that we have agreed to use.
Please place this on the March 29, 1999, Council agenda. Please call me if you have any
questions.
1998 State Revolving Fund Loan
03/23/99
Account #
9600-560.15 & 20
9600-565.01
9601
9602
9603
9604
9605
9606
9607
P roject
Legal/Fiscal/Loan Origination
P lanning (All Projects)
West Lea/Ravenwood
Engineering
S pecial Services
Construction
Contingency
S ubtotal
Far Northwest Trunk Sewer
Engineering
S pecial Services
Construction
Contingency
S ubtotal
Barry Rose WWTP
Engineering
S pecial Services
Construction
Contingency
S ubtotal
Longwood WWTP
Engineering
Special Services
Construction
Contingency
S ubtotal
Fite -Harkey Interceptor(1)
Engineering
S pecial Services
Construction
Contingency
S ubtotal
Cullen Sewer ExtensionlWestgate LS
Engineering
Special Services
Construction
Contingency
S ubtotal
Inflow/Infiltration Correction
Engineering
Special Services
Construction
Contingency
Subtotal
Construction Inspection
Two full time inspectors for two years
Round Off
Total
SRF
Budget
425,000
114,400
95,000
41,000
1,725,000
225,120
2,086,120
236,250
15,400
3,500,000
455,480
4,207,130
6,000
0
475,000
58,480
539,480
12,500
10,000
1,025,000
127,600
1,175,100
215,000
101,000
3,309,000
436,800
4,061,800
72,000
49,500
800,000
112,400
1,033,900
Expended
to Date
(3/2/99)
406,048
71,172
70,000
0
3,000,000
369,600
3,439,600
0
17,470
17,100,000
Estimated
Remaining
0
43,228
112,650
36,060
1,442,705
143,227
0 1,734,642
235,620
63,000
3,500,000
341,876
0 4,140,496
0
38,000
0
626,000
59,760
723,760
48,500
0
1,683,000
155,835
0 1,887,335
253,370
56,825
3,538,455
346,379
0 4,195,029
25,140
0
389,631
37,329
0 452,100
0
0
3,000,000
0
0 3,000,000
0
0
477,220
149,760
0
16, 326, 350
Total
Est. Cost
406,048
114,400
0
112,650
36,060
1,442,705
143,227
1,734,642
0
235,620
63,000
3,500,000
341,876
4,140,496
0
38,000
0
626,000
59,760
723,760
0
48,500
0
1,683,000
155,835
1,887,335
0
253,370
56,825
3,538,455
346,379
4,195,029
0
25,140
0
389,631
37,329
452,100
0
0
0
3,000,000
0
3,000,000
Under (Over)
Budget
18,952
0
0
(17,650)
4,940
282,295
81,893
351,478
0
630
(47,600)
0
113,604
66,634
0
(32, 000)
0
(151,000)
(1,280)
(184,280)
0
(36,000)
10,000
(658,000)
(28,235)
(712,235)
0
(38, 370)
44,175
(229,455)
90,422
(133,229)
0
46,860
49,500
410,369
75,071
581,800
0
70,000
0
0
369,600
439,600
149,760
0
16,803,570
(1) FM 518 extension on hold pending availability of funds as other projects complete.
(149,760)
0
278,960
r—,
amosi
r-,
rtd
raiD
ram"
0
w
0
0 m
G
�.J Z
cn
G
W
0
of Median
NOM
n
ANS
OMB
3D VH3 DISYB
MILLIONS OF
CO►NST►IUCT►O11 COST
COST OF
v
�'
ILj
P. i
') 7
CONSTRUCTION
' IN MILLIONS
C
0.200
0.225
0.2501
0.2751
0.300
0.325
0.3501 1
0.37�' 1
0.4001 1
0.4251 1
0.4501 1
0,475 i 1
0.500 1
0.5251 1
0.55D 11 11
0.5751 1
0.6001
0.625
0.650
0.675
0.700
0.725
0.750
0.775
0,800
0.825
0.850
0.900 '
0.9251
0.9501
0,9751
1.000
1.0251
1.0501
1.0751
1.1001
1.1251
1.1501
1.2001
1.2251
1,2501
1.275
1.300
1.325
1.350
1.375
1.400
1.425
1.450
1.475
MODIFIED CURVE "A"
IA`NT
13.6331
13.191 1
12.8231
12.5051
12.22E I
11.9831
1,766'
1.571 '
1.3941
1.2331
1.086 I
0.2501
0.8251
0.7081
0.600 I
0.498
10.403 1
10.314 1
1 0.230 1
10.1501
10.075 '
10.0031
993
9.871 1
9.8091
9.750
9.6941
9.588
9.5381
9.4901
9.4441
9.400
9.3571
9.3161
9.276 1
9,238
9.201 i
9.1651
9.0961
9.0631
9.031 1
9.000 I
8.970 I
8.941 1
8_9121
8.8851
8.858 1
8.831 1
8.806 1
8.781 '
8.331
8,7091
1_575 i 8.6871
1.600: 6.664I
1.625
1.525
1.5501
8.6431
(
527,266 32 j
S29,685.851
S32.Q57 6"
$34,388 34 I
$36,683.091
$38,946 05
$41,180.60 I
`s43,389.581
345,575.341
$47,739.891
S49,88 994 994
352.012 1111
S$54 ,9j
122 �
54,127 5
$58.298.091
$60 36a",051
S62.419.28 i
$64,4661.52
S66.492.43
$68 512 62 I
$70,522.641
372,523.00
COST OP
I I CONSTRUCTION i
IN MILLIONS I PERCENT
$74,514.171 1
S76,496.56 I I
378,470.581
S80.436.59
$82`
386,289.801
$88,226.921!
590, 571 ,501
$92,08 917 1917 1
$94, 00 0 001001
$95,912.351
$97, 918 0�
$99720 27 I
5101,61i o,2pj
S103.507.001
$1Q5 3 8
$109,150,20 I
$111,022.01 !
$112,889.401
$114,752.52!
3116.611.461
$118,466.351
3120.317.291
5122.164.39
S 124,007.731
$125 8� j
$127,66 5
133,1 1.361
S134,994,051
$136_813.57,
$138,629.981
S140,443.37 I
C
0.2001
0.225
0.2501
0,2751
0.3001
0.3251
0.3501
0,375 I
0,4001
0.425
0.4501
0.4751
0.5001
0.525!
0.550
0.575
0.8001
0.6251
0.66501
0.6751
0.7001
0.7251
0.7801
0.7751
0.8001
0.8251
0.8501
0,8751
0.900
0.925 j
0.9501
0.975j
1.0001
1.0251
1.050 I
1.0751
`.1001
1.1251
1.2001
1,225 j
1.2501
1.275 I
1.3001
1.325
1.350'
1.375 I
1.400
1,425I
1.450
1.475!
1.525
1.5501
1.575 1
1.6001
1.6251
P
12.811
12.3431
11.9501
11.5141
11.322'
11.086
10.838
10.634
10.450
10.282
10,1301
9.9891
9.8591
9.7391
9.6271
9.523 i
9.4251
9.3331
9.2461
9.165
9.0881
9.014 1
8.945
8,879
8.816
8,756'
8.698
8.6431
8.591 1
8,540;
8.4921
8.445.1
8.4001
8.35" 1
8,315,1
8,2751
8.238
8.1981
8,092 i
b.0591
8.02T I
7,9961
7.965 .
7.936
7.9071
7.879
7,852,
7.626
7.8001
7.775
7.726 I
7.7031
7.6801
7.6581
7.6261
MODIFIED CURVE" "8"
FEE
F
3251621.11 ,
$27 77� 42
$29,8 5 0)1
$31,938.371
$33.966, 60
535,963.7$1
S37.933.19
$39 87T o51
341.799.47 11
$43.700.62
546.582.7g ,,
S47,447.471
$49,295.94'
551,129.33 I
S52,948.65
$54,754:79I
$56, 548. 55
$58, 33 0 0606
$60,101 77
$61.862.47
S63 6?3 30
$65,354.76 ,
567, 087.29
$68,811.32
$70,527.23
$72, 235.37
$73.936.08
375,629,6o
$77,316.40
382,338.13
$84, 00 00 0
$85,656.201
$87, 03 8 9292
$88,952.36
$90,592.68
S92.22 108 44
$95.484.51 1
$97,105.90
598,722.91 1
$100.335.6,
$101,944.28
3103,548 88
S105,149.55
$106,746.42
$108,339,58
3109.929,12
$111,515.13
S113,097.71
$117.825.62
$119,395.241
3120.961.81
$122.525,39
S 124,086.05
•
PAGE 4
COST OF MODIFIED CURVE
1 CONSTRUCTION
I IN MILLIONS 1 PERCENT !
1
ram_
COST Or
1 CONSTRUCTION
MODIFiIED CURVE "6"
IN MILLIONS I PERCENT I
F
C; 1
1
P
F C 1
P
1
F
1
1 e I
1
1 1.650
8.621
$142.253.791
1.6501
7.6151
5125.643.85
1.675
8.601
1 S144,061.31
1 1.6751
7.5941
5127,198.86
1.700
8.580
S145.865.991
1 1.7001
7.574
S128.751.13
1.725
8.560I
S147,557.88'
I
1.7251
7.554
S130,300.72
1.750I
8.541
$149,467.051
I 1,750I
7.534
5131,847.68
1.7751
8,522
5151.263
541
1 1.7751
7.515
S133,392.07
1.8001
8.503
S153,057.41'
i 1.8001
7.496'
5134.933.94
1.8251
8.485
$154,848.72
1 1.8251
7.4781
5136.473.34
1.8501
8,467
S156,637.50
I 1.8501
7.460
$138,010.31
1.8751
8.4491
5158,423.81
1 1.8751
7.442
$139,544.90
1.900
8.4321
5160207.70
1 1.900
I 7.425
i $141.077.16
1.925
8.415I
3161,989.21
1 1.9251
7.408
• 5142,607,12
1.950
8.398
I S163,768.37
1 1.9501
7.392
S144.134,84
1.975
i
8.3821
5165,545.25
1 1.9751
7.3751
S145,660.35
2.0001
8.366
1
5167.319.85
1 2.0001
7.359
I S 147.183.69
2,025 1
8.350
S 169.092.25
2.0251
7.343
I 5148.704.90
2.0501
8,335
$170,862.491
2.0501
7.32E
1 5150.224
02,
2.075
i
8.320
$172,630.57
I 2,075
7.3131
$151,741.08
2.1001
8.305
$174,396.55
I 2.1001
7.298
I 3153,256.11
2 1251
8.290
S176.160.46
1 2.125
i 7.283
I 5154,789.16
2.1501
8.275
, S177,922.34
2.150
, 7.2691
$156,280.25
2.1751
8.261
I
$179,
682.21
1 2.175
I 7.2551
S 157,789.42
2.2001
8.247
S181,440.12
2.2001
7.241
5159,296.69
2.225
'
8.234
5183.196.09
i 2.225
7.227
S 160.802.10
2.2501
8.220
5184,950.15
1 2.2501
7.214
S162,305.68
I
2.2751
8.207
$186.702,33
I 2.2751
7.200
S163,807,461
2.3001
8.194
$188.452.67
1 i 2.3001
7,187
$165.307.46
2.3251
8.181
$190,201.18
1 2.3251
7,174
5168,805.71
2.3501
8.168
S191,947.90
1 2.3501
7.162
$168,302.24
2.375
8.155
$193,692.86
2.3751
7.149
S169.797,07
2.4001
8.143
$195,436.07
2.4001
7.137
5171,290.231
2.425
8.131
$197,177.58
2.4251
7.125
5172,781.75
2.450
8.119
S198,917.39
2.450
7.113
S174,271.64
2.475
8.107
S200,655.53
2,475
7.101
5175.759.931
2.500
8,096
3202.392.04
1 2.500
7.090
$177.246.85'
2.525
8.084
$204.126.92
1
2.525
! 7.078
$178.731.81
2,550
8.073
S205,860,21
2.5501
7.067
S180.215.45
2.575
8.062
5207.591.93
i 2.5751
7.066
5181,697.56
2.600
8.051
$209,322.09
1 2,600'
7.045
5183,178,19
2.625
8.040
S211,050,72
2.6251
7.035
S184.857.35
2.650
8.029
5212.777.84
2.650
I 7.024
! S186,135.06
2.675
8.019
5214.503,47
! 2.6751
7.0141
3187,811.34
2.700
8.008
$216.227.62
2.7001
7.0031
$189.086.20
2.725
7.998
$217.950.33
2.7251
6.993
I 5190.559.68
' 2.750
7.988
5219.671.80
1 2.750
6.9831
S192.031,77
2.775
7.978
$221.391.45
2.775
6.9731
$193,502.51
2.8001
7.968
$223
,109.91
1 2.800
6.9631
$194.971,
91
2.8251
7.958
5224,826,99
2.825
5.9541
5196.439,98
i 2.8501
7.949
$226,542.701
1 2.850
6.9441
3197.906.75
2.875
I 7.939
S228,257.07
' 2.875
6.935
i $199.372.23
2 9001
7.930
5229,970.11
1 2.900
6.9251
S200.836.43
2.9251
7.9211
$231,681,831
1 2.925
6.9161
$202.299.37
I 2.9501
7,
9121
$233.392.26
I 2.950
6.9071
,
S203,751.071
' 2.9751
7.9031
5235,101.411
! 2.9751
6.8981
S205.221.53
3.000
7.8941
$236,809.29
1
3.0001
6.8891
S206,680.79
3.025
7.8851
S238.515.91
3.0251
6.881
1 S208,138.84
1 3.0501
7.876
I 3240,221.30 3.0501
6.872
i S209.595,71
I 3.075
; 7.8671
S241,925.471
3.0751
6.8631
S211.051.40
1
I
PAGE 2
COST OF MODIFIED CURVE "A"
CONSTRUCTION
IN MILLIONS PERCENT I FEE
C
1
P
F.
COST OF MODIFIED CURVE "B"
CONSTRUCTION
IN MIWONS 1 PERCENT ! FE,
1
C
1
s_1uu
7.8591
3243,628.431
3.1001
6.8551 5212.505.94
{ 3.125
7.8511
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3.1251
6.8471
5213,959.33'
1 3.1501
7.842
'
5247,030.771
3,150i
6.8381
S215,411.59
1 3.175
7.834
1 S248,730.18
I 3.1751
6.8301
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3.200
1
7,8261
S250,428.441
3,2001
6.8221
5218,312.75
3.225
7.818
3252,125.55
1 3,2251
6.814
5219,761.68
3.250
7.810
5253,821.53
I 3.250
6.806
S221,209,54
i
1 3.275
1 7.802
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3.2751
6.799
$222,656.31
'
3.
3001
'
7.7941
$257.210.15
i 3.300
i 6.791
S224,102.031
3.325
7.787
I S258,902.1321
3.3251
6.783
$225.546.701
3.3501
7,7791
$260.594,40
3.3501
6.776
5226.990.34
3.3751
7.771
1 S262,284.901
1 3.3751
6.768
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I
3.4001
7.7641
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1 3.4001
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1
3:425
i 7.7571
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I 3.4251
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3.4501
7.7491
5267,350.11
, 3.4501
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1
3.475
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1 3.4751
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1 3.525
i 6.725
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3.5501
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1 $274,089.38
1 3.5501
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3.5751
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3.5751
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j
3.6001
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I 3.8001
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1 3,6251
6.698
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1 3.6501
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,
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j
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1 7.654
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( 3.825
66.647'
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1 1 3.850
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I 5255,860,75
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5295,888.001
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I I 3,900
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7.624
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781
1 3.9251
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3259,
930.60
3.9501
7.618
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I 3.9501
6.6171
5251.352.23
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7.812
,
5302.562.14
I 3.975
6.611
I $262,773.05
4.000
1 7.6061
5304.229.051
1 4.000
15-, 6051
$264,193,
07
4.025
1 7.8001
S305.895,131
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1 4,050
6.5931
$267,030.72
4,0751
7.588
i 5309,224.821
4.075
6.5881
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4.1001
7.5831
3310,888,441
4,100.
8.5821
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4.1251
7.577
1 5312,551.251
I 4.125
6.577
I S271,281.33
4.1501
7.571
1 5314,213.271
1 4.150
6.571
1 $272.896.66
4,1751
7.566'
3315,874.5131
I 4.1751
6.5661
S274,111.24
4.2001
7.5601
5317,534,941
1 4
2001
6.5601
5275,525.07
4.2251
7, 5551
5319,194.81
1
1 4.225
6.5551
5278,938.15
4.2501
7.549
1
5320, 853.50
I
1 4.250
6.549
3278,350.49
4.2751
7.5441
5322.511.531
I 4.275
6.544
I
I S279,762.11
4.3001
7.5391
5324,169.001
1 4.300
6.5391
5281,172.99
4.3251
7.5341
S325,825.81
I 4.325
6.5341
$282.583.16
4.3501
7.528
5327,481.48
I 4.350
6.5291
5283,992.62
4.3751
7.523
S329,136.61
i
4.375
6.523I
5285,401.36
4.4001
7.518
5330,791.011
4.400
6.5181
5286,809.41
4.4251
7.513
3332,444.671
1
4.425
6.5131
S288.216.75
4.4501
7.508
5334,097.62I
1
4.4751
4.450
E.5081
S289,623.41
7.5031
S335.749.851
I
4.475
6.5031
5291,029.381
4.5001
7.498
5337,401.36
i
1 4,5001
6.4991
5292
434.68
4.5251 7.4931
S339,052.171
1 4.5251
6.4941
S293.83929
!
COST
OF
1
MODIFIED
CURVE
,=," ' i COST OF I
MODIRIED
CURVE.
"6"
1 CONSTRUCTION
1 1 CONSTRUCTION
1
1
IN
MILLIONS
I
PERCENT
I FEE iIN
MILLIONS
I
PERCENT
1
FEE
1
1 1
(
i
1
C
I
P
F C
I
P
1
F
I
1
1
4.550'
7.488
S340,702,28
1 4.5501
6.4891
S295,243.24
4.575
I 7.483
1 S342.351.70
1 4.575
i 6.484
1 S296.546.53
4
4.6001
7.4781
5344,000.431
4,5001
6.4791
S2984349,15
4.6251
7.473
1 S345,648.471
i 4.625
1 6.4751
S299.451,12
4.650
1 7.469
'
S347,295.841
i 4.650'
6.4701
S300.852.45
4.6751
7.464
S348,942.531
1 4.675'
6,4651
S302.253.13
1
4.7001
7.459
S350,588.551
1 4.7001
6,4611
S303,653.171
1
4.7251
7.4551
S352.233.91
1 4.7251
6.456
i S305,052.57
4
4.7501
7,450
S353.878.611
4,7501
6.4521
3306,451.35
4.7751
7.446
S355.522.66
1 4.7751
6.4471
S307.849.50
i
4.8001
7.441
S357,156.061
4.8001
6.4431
S309.247.04'
4.8251
7.436
5358,808.821
4.8261
6.4381
5310.643.98'
'
4.8501
7.432
S360,450.931
1 4,8501
6.4341
5312,040.266
4.8751
7.428
5362,092.421
4.8751
6.4291
S313,435.97
4.900
7.423
S363,733.271
4.900
! 6.4251
S314,831.07
4.9251
7.419
S365,373.501
4.9251
.6.4211
5318.225.57
4.950
7.4141
S367,013.101
4.9501
6.4171
$317,619.48
4.975
7.4101
S368,652.101
4.9751
6.4121
$319,012.80
5.0001
7.406
( $370,290.471
5.0001
6.4081
$320,405.54
5.0251
7,4021
$371.9213,251
5.0251
8.4041
$321.797.69
5.050'
7.397
$373,565,41
5.0501
6.4001
$323,189.27
5.075
7.393
$375,201.98
5.0751
6.3961
$324.580.28
5.100
7.389
$376,837.96
5.1001
6.3921
S325,970.72
5.125
7.385
9378,473.34
5.1251
6.388
$327.360.60
5.15D
7,381
$380,108.14
5.1501
6.383
$328,749.91
5.175
7.377
5381.742.36
5.1751
6.379
$330,138.67
5.200
7.373
$383.375.99
5.2001
6.376
9331,526.88
5.225
7.369
$385,009,06
5.2251
6.3721
$332,914.53
5.250
7.365
$386.641.55
5.2501
6.3681
$334,301.55
5.275
7.361
$388,273,47
5.2751
6.3641
5335,688.22
5.300
7.3571
S389.904,84
5.3001
6.3601
S337,074,25
5.325
7.3531
$391,535.64
5.3251
6.3551
$338,459.75
5.350
7.3491
$393,185.89
5.3501
6.3521
$339,844.72
5.375
7.3451
$394,795.69
5.3751
6,3481
S341.229,17
5.400
7.341
;
$396,424.73
1
5,4001
6.3451
$342.613.09
5.4251
7.337
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5,4251
5.3411
$343,996.49
5.4501
7 334
9399,6811401
5.4501
6.3371
S343,379.37
5.4751
7.330
$401,308.93.1
5.4751
6.334!
5348,761.74
5.5001
7.326
$402,935.921
5.5001
6.3301
9348,143,50
5.5251
7.322
S404,562_38
1 5.6251
6.3261
$349,524.96
5.5501
7.319
5406,188.31
5.550
5.3231
$350,905.81
5,5751
7.315
9407,813.73
I 5.575
6,3191
9352,288.18
5.600'
5
625
7,311
I 7 308
S409,438.62
5.600
6.315
5353,666.02
5.6501
7.304
5411,052.99
5.625
6.312
$35.5,045.381
S412.685,85
5.650
5.308
5.6751
7.3D1
S414,310.20
5.675
6.305
25
5.7001
7,297
$415.933.04
5.700
6.301
357.802.3
S359,180.53
5.725
i 7.294
9417.555.38
5.725
6.298
S360,557.95
5.7501
7.290
9419,177.22
5.750
6.295
S361,934.89
5.775I
7.287
$420,798.55
5.775
6.291I
S363.311.36
5.8001
7.283
9422,419.40
5.800
6.2881
9364,687.35
' 5.825
7.280
$424.039,76
1 5.825
6.2841
S366.062.87
5.8501
7.278
S425,659.62
1 5.850
6.2811
S367,437.93
5.8751 7,273
S427,279.00
1 5.575 '
6.2781
5368,
812.52
5.9001 7.269 ,
$428.897.90
1 5.9001
6.274
I $370,185.68
5.9251
7.2661 5430,516.311
5.925
6.2711
S371,560.33
5.9501
7.263
S432,134.251
1 5.950
6.2681
S372.933.551
5.9751 7.2591
S433,751.721
5.975
6.2651 S374.306.32
rt. _
1
I COST OF 1 MODIFIED CURVE "A" 1 I COST OF 1 MODIFIED CURVE "8"
CONSTRUCTION 1 1 ' CONSTRUCTION ! . 1
IN MILLIONS 1 PERCENT I FE E 1 1 IN MILLIONS I PERCENT PcE
1
C
6.000
C
P
7.256: 5435,368.711
6.0001
6.261 !
$375,678.64
'' v)MOVal•Z4='
i 0•020 I 6.258
i $377,050.51
6.0501
7 250'
5438,601.30I
6.0501
6.255
$378,421.94
6.0751
7.246
' $440.216.901
I 6.0751
6.252
$379,792.92
6.1001
7.243I $441,832
031
! 6.1001
5.249
5381.163.47j
6.125
7.240
! $443,446.71
1
6,1251
6.245 $382.533,57'
6
6.1501
7.2371
$445,060.94;
6.1501
6.2421
$383.903.25
6.1751
7 2341
$446,674.71
1
1 6.1751
6.239
$385,272.49
6
6.2001
7.2301
$448,288.031
1 6.2001
6.236
$386,641.31
6.2251
7 2271
$449,900.91
1
6.225
1
6.233
$388,009.70
6.2501
7.2241
$451,513.341
6.2501
6.230
$389,377.66
6.275'
7,221
' $453,125.331
6.275
i 6.227
5390,745.20
6.300
I 7,2181
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i
6.3001
6.224
5392.112.33
6.325
7 215
I $456,347.99
6.3251
6.221
$393,479.03
6.3501
7.2121
$457,958.67
6.350
1
6,218
$394.845.32
6.375
7.2091
$459,568.91
6.3751
6.215
$396,211.20
6.400
7.2061
$461.178.73
6.400
6.212
5397.576.67
6.425
7.2031
$462,788.12
1
6,4251
6.209
S398.941.74
6.450
7,2001
$464,397.08
1
6,450
1
6.206
$400.306.39
6,475
7.1971
$466,005.63
1 6.475
6.203
$401,670.65
6.5001
7.1941
. $467.613.75
1 6.500
6.2011
S403.034.50
6.525.
7.1911
$469,221.45
1 6,525
6.1981
5404.397.96
6
6.550
7,1881
5470,828,74
1 6,550
6,1951
$405,761.01
6.575
7.1851
$472,435.62
6,575
6.192
$407,123,68
6.600
7.1821
$474,042.08
6.600
6.189
$408,485.95
6.625
1 7.180)
$475,648.14
6.625
66.1881
5409,847,83
6.650
7.1771
5477,253.78
6.650
6.1841
5411,209.33
6.675
7,1741
$478,859.03
6.675
6.181
$412,570.44
6.7001
7.171
1 $480,463.87
6.700
6,178
$413,931.16
6.7251
7.1681
$482,068.31
6.725
6.175
$415,291.51
6.7501
7.1661
$483,672.38
6.750
6.173
5416,651,47
6.7751
7.163
$485,276.01
6.775
6.1701
$418,011.06
66.8001
7.160
$486,879.26
8.800
6.167
$419.370.27
6.8251
7,1571
$488,482.12
6.825
6,165
$420,729.11
6.8501
7.1551
$490,084.60
6,850
6,162
$422.087,58
6.8751
7.1521
$491,688.681
6.875
66.1591
5423,445.67
6.9001
7.1491
$493,288.381
6,900
6.157
$424,803.40
8.9251
7,1461
$494,889.701
6,925
6.154
5426,160.77'
6.9501
7.1441
$496,490.631
6.950
6,151
$427.517.77
6.9751
7,141
1 $498,091.191
6,975
6,149
5428,874
40
7.000
1 7,1381
S499,691.37
7.000
i 8,145
5430.230,88
7.0251
7,1361
$501,291.17
7.025
6.144
' $431.586.60
7.0501
7.1331
$502.890.60
7.050
6.1411
S432.942.17
7.0751
7.1311
$504,489,65
7.075
6.1381
5434.297.37
7.1001
7.1281
6506.088.34
7.100
6,1361
S435,652.23
7.125
7.150'
. 7.1251
7.123I
$507,686.66
5509.284.61
7.125
7.150
6,1331
6.1311
$437.006.73
$438,360.89
7.1751
7,1201
$510,682.19
7.175
6.1281
$439,714.70
7.2001
7.1181
5512,479.421
7.200
6.126'
$441,068.15
7.2251 7,1151
$514,076.281
7.2251
6.1231
5442,421.28
7.250' 7.1131
$515,672.781
7,2501
6.121
' $443,774.05
7,2751
7.1101
$517,268.931
7.2751
6.1191
S445,126.49
7.3001 7.1081
S518.864,721
7.3001
6.1161
$446,478.59
7.325j 7.1051
$520,460.161
7.3251 6.1141
3447,330,35
7.3501
7.1031
3522.055,251
7.3501 6.1111
$449.181.77
7.375 i
7.100
I $523.649,98'
7.375'
6.1091
$450.532
86
7.400
1 7,0981
$525,244.37
' 7.400
6.1071
5451,883.62
7.4251
7.0951
5526.838.41
'. 7.4251
6.1041
$453.234.04
COST OF MODIFIED CURVE "A"
CONSTRUCTION 1 1
IN MILLIONS I PERCENT 1 rEE
1
C
P
1
COST OF I MODIFIED CURVE "8"
CONSTRUCTION
IN MILLIONS I PERCENT 1 FEE
1
C
P
1
1
7.450
I 7.0931 S528,432.101
1 7.450
6.102
i
5454,584.14
'
[
7.4751 7.0911
S530,025.45
1 7.475
6.0991
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1 7.500
6.0971
S457.283
361
7.525
1 7.086
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1 7.525
6.095
, $458,632.48
7.5501
7,083
,
$534,803.481
1 7.550
6.0921
$459.981,27!
7.575'
7.081
$536.395.451
1 7.575
6,090
5461,329.751
7.6001
7.079
5537,987,101
I 7.600
6.088
$462,677,91
1
7.6251
7.076
$539,578.431
I 7.625
6.086
$464,025
741
7.850
I
7.074
$541,169.421
7.650
6.083
5465.373.2E
7.6751
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$466,720.47
7.7001
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1 7.700
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7.7251
7.067
$545,940.411
7,725
6.077
S469,413.94
7.7501
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i 7.063
7.060
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6.072
6.0701
1 S472.106.17
$473.451.821
7.825
7.058
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7.825
6.068
1
7.850
7.056
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6.0661
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j 7.875
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I $477,486.95
7,900
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I
7.925
6.0591
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7.950
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. $560,235.93
7.950
6.0571
$481,519,35
7.975
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1 7.975
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8.000
,
7.043
S563,409.24
8.000
6.0531
$484,206.12
8
8.0251
7.040
5564,995.42
I
8.025
6,050
$485
549.06
8
8.0501
7.038
I S566,581.301
I
8.0501
,
6,048
,
1 $486.891.71
8
8.075
1 7.0361
5588,166.871
1 8.0751
6.046
I $488,234,07
8
7.0341
S569,752.131
1 8.1001
6.0441
$489,578.13
8,1251
7.0321
$571.337.091
1
8.1251
6.0421
S490,
917.91
8.1501
7.0301
$572,921.741
8.175
r 7.028
I
1
8.1501
8.0401
$492,259.39
S574,506.10
i
!
8.1751
6,0381
$493,600.59
8
7.025
I 5576,090.15
I
8.2001
6,0381
$494,941.50
8
8.225
7.023
1 5577.673.90
I
8,2251
6.0341
.
$496,282.13
8
8.250
7.0211
$579,257.36
T
8.2501
6.0321
$497.822.47
8.275
7.0191
$580,840.51
8.2751
6.0301
$498,962.53
8.300
7.0171
$582,423.38
8.3001
6.0281
$500,302.31
.
8
8.3251
7.0151
5584.005.94
1
8.3251
6.0261
$501,541.81
8
8.350
7.013'
5585,588.22
1
8,3501
8.0241
$502.981.03
8
8.375
7.011
I $587,170.20
I I
8.3755
i
6.022
S5D4,319.97
8
8.400
7.0091
$588,751.901
I
8.4001
6.020
5505,858.63
8
8.425
7.0071
5$590.333.301
8.4251
6.018
8.450
$506,997.02
7.0051
$591,914.421
1
8.4501
6.016
$508.335,14
8.475
7.0031
$593,495.251
8.4751
6.0141
3509,672.98
8.500
7.0011
$895,075.791
1 8.5001
6.012
3511,010,55
8.525.
8,9991
8.550
6.9971
5596,656,051
$598,236,031-
I
8,525
I
8.010
$512,347.855
I 8.5501
6,008
8
8.575
6.995
$599,815.721
I 8.5751
6.006
$515,021.68
8.600
6.993
4
8
8.991
$602.974.27
I
1 8.6251
8.002
$518.358.113
8.6501
8.989
8.6751
$604,553.13
0$519,030.32
6.987
$806,131,71
1 I
8.6751
5.998
0.32
8
8.700
I 6.985
S607,710,01
I 1
8.700
$520,388.02
8
I
6.983
$609.288,041
1
8.7251
9.995
S521.701.46
8
8.750
1
6.981
$810,885,791
1 8.7501
5,993
S524,371.55
B
B.7751
6.979
, $612,443.28
I
1 8.7751
5.991
.55
8
8,8001
6.9781
S814,020.491
1 8.8001
5.9891
I $525,706.20
8
8.825
, 6.976
3616,597,43
I 8.8251
5.987
S527,040.60
8
8.850
i 6.974
I $817,174.10
I
8.850 i 5.9851
, S528,374.73
8.875
i
6.9721
$818.750.50
1 1 8.875
1
5529,708.82
5.9841
$531.042.24
! COST OF MODIFIED CURVE "A"
1 CONSTRUCTION 1
1
COST OF I MODIFIED CURVE "B"
CONSTRUCTION 1
IN MILLIONS PERCENT
1 FEE I IN MILLIONS : PERCENT I FEE
C
P 1
F
1
C
I
P
F
8.900 6.9701 $620,326.631
8.9001
5.982 $ $532.375.61
8.925
1 6.9681
$621,902.501
1
8 9251
5.980!
$533,708.73
8
8.9501
6.9661 $623,478111
1
8.950'
5.978:
$535,041.60
8
8.975
1
6.9641 $625.053.4
51
I
8.975
I 5.9
751
$ 536.374.21
9
9.0001
6.9631 $626.628.53
9.0001
5.9751
5537,706.58
9
9.0251
6.961
I ' $628.203.34
9.0251
5.9731
$539,038.70
1
9.0501
6.9591
$629,777.90
9.0501
5.9711
$540,370.58
9.0751
6.9571
$631,352.19
9.0751
5 9691
$541,702.18'
9.1001
6.9551
$632,926.23
9.1001
5.9671
$543,033.56
9.1251
6.9531
$634,500,01
9.1251
5.9661
$544,364.69
9,1501
6.9521
$636,073.53
9.150
I 5.964
$545,695.57
9.1751
6.9501
$637,646.80
,
9.1751
5.962
$547,026.21
9.200
i 6.9481
$639,219.81
1
9.2001
5.960
$548.356.81
9.2251
6.9461
$640,792.57I
9.2251
5.959
5549,686.77
9.250
1 6.944
1
$642,365.05
1
9.250
5.957
$551,016.69
9.2751
6.943
i
$643,937.33
9.275
i 5.955
$552,346,36
9.300
1 6.941
I 5645,509.34
9.300
5.954
$553,675.80
9.3251
6.9391
5647,081.091
I
9.325
5.952
$555,005.00
9.3501
6.937
$848,652.60
9.3501
5.950
3556,333.97
9.3751
6.936
$650,223.85
9.375
5.948
S557,662.70
9.4001
6.934
5651,794,86
9.400
5.947
$558,991.19
9.4251
6.932
$653,365.63
9,425
5.945
$660,319,45
9.4501
6.931
$654.936.15
9.450,
5.9431
$581,647.48
9,4751
6.929
$656,506,43
1 9.478
5.9421
55662,975.27
1
9,5001
6.927
$658,076.46
I 9.500
5.9401
$564,302.84
9.5251
6.925
$659,646.25
1 9,525
5.9381
$565,530,17
9.5501
6.924
$661,215,80
9,550
5.9371
$566,957.27
9.5751
6.922
3662,785.11
9.5751
5.9351
$568.284.15
9.6001
6.920
$664,354,18
9.800
5.9331
$569,510.80
9.625
8.919
$665,923.02
9.625
5.9321
3570,937.22
9.650
6.917
$667,491.61
9.650
5.9301
$572.263.41
9.675
6.915
$669,059.97
9,6751
5,9291
9.700
6.914
S573,589,38
$670,628.09
9.7001
5.927
$574.915.12
9,725
6.912
$672,195.98
9.725
5.925
$576,240
65
9.750
6.910
3673,763.63
9,7501
5.9241
$577,565.94
9,775
6.909
$675,331.05
9.7751
5 922
$578,891.02
9
9.800
6.907
5676,898,24
9.8001
5.921
$580,215.88
9.8251
6.905
5678,465.19
9.8251
5,9191
$581.540,51
9.8501
6.904
$680,031.92
9,8501
5.9171
$582,864.93
9.8751
6.9021
$681,598,421
1
9.8751
5,916
$584,189.12
9.9001 6.901
$683,164.68
9.9001
5.9141
$586.513.10
9.9251
6.899
5684,730.72
9.9251
5.913
$586,835.86
91950
686,296
,897
53
i
9.Q501
6.911
9. I 6:d§6
$888,18041
dB'
;Sd1,12
1 9.9751 d.
310
I $589,483.74
10.0001
6,894
$689,427.48
i 10.000I
5.9081
$590.806.86
PAGE 7
Peariand Tier III Projects
Prepared 3/1/99
ID
Task Name
Start
Finish
March 1999 [ April 1999
May 1999
(
June 1999
1
July 1999
1
2
10
11
12
13
14
15
Planning
TWDB Rev. Revised EID's & Auth. Public Notice or Cat. Exclusion
Public Hearing Comment Period & Hearing
Fite -Harkey
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
Longwood
Barry Rose
West
Cullen
Far Northwest
TWDB Post Hearing Review & Draft FNSI
Fde-Harkey
Longwood
Barry Rose
West Lea
Cullen
Far Northwest
FNSI Comment or Categorical Exclusion Comment Period
I/1
Fite -Harkey
Longwood
Barry Rose
Cullen
Far Northwest
Board Approval
I/1
Fite -Harkey
Longwood
Barry Rose
West Lea
Cullen
Far Northwest
Design
Develop P&S
55
56
57
58
59
60
61
62
63
64
65
66
67
68
89
70
71
72
73
74
75
I/I (To be completed & Coord w/ TWDB by City Staff on an on -going basis)
..... _._.........__.__ _.....
Fite -Harkey
FM 518(part of Fite/Harkey Planning)
Longwood (complete on 3/30)
Barry Rose (complete on 3/30)
West Lea
Cullen (complete on 3/30)
Far Northwest
TWDB P&S Review
I/1 (To be completed & Coord w/ TWDB by City Staff on an on -going basis)
Fite -Harkey
FM 518(part of Fite/Harkey Planning)
Longwood (complete on 3/30)
Barry Rose (complete on 3/30)
West Lea
Cullen
Far Northwest
Address TWDB Comments & Advertise for Construction
L
Tue 3/30/99
Tue 3/30/99
Wed 4/7/99
Wed 4/7/99
Wed 4R/99
Wed 4/7/99
Fri 4/23/99
Fri 4/23/99
Fri 4/23/99
Fri 6/7/99.
Fri 5/7/99
--
Fri 5/7/99'
Fri 5/7/99
Tue 5/25/99
Tue 5/25/99:
Tue 5/25/99
Wed 417199
Wed 4/7/99
Fri 5/21/99
Tue 7/13/99
Thu 4/22/99
Mon 6/24/99
Thu 5/6/99
Thu 5/6/99
Thu 5/6/99
Mon 5/24/99
Mon 5/24/99
Mon 5/24/99
Mon 6/7/99
Thu 5/20/99
Thu 5/20/99
Thu 5/20/99
Mon 6/7/99
Mon 6/7/99
Mon 6/7/99
Wed 7/7/99
Thu 5/6/99
Mon 6/21/99
Fri 5/21/99 • Mon 6/21/99
Fn 521/99 - Mon 6/21/99
Tue 6/8/99 Wed 7/7/99
Tue 6/8/99 i Wed 7/7/99
Tue 6/8/99: Wed 7/7/99
Fri 6/7/99 , Tue 7/13/99
Fri 5/7/99
Tue 7/13/99 Tue 7/13/99
Tue 7/13/99 ` Tue 7/13/99
Tue 7/13/99
Tue 7/13/99
Tue 7/13/99'
Tue 7/13/99
Tue 3/30/99
Tue 3/30/99
Fri 5/7/99
Tue 7/13/99
Tue 7/13/99
Tue 7/13/99
Tue 7/13/99
Mon 1/24/00
Mon 1/24/00
Mon 5/10/99; Mon 1/24/00
Tue 3/30/99 Tue 8/31/99
Tue 3/30/99 Thu 9130/99
Tue 3/30/99 Tue 3/30/99
Tue 3/30/99! Tue 3/30/99
Tue 3/30/99 ! Thu 9/30/99
Tue 3/30/99 i
Tue 3/30/99
Tue 3/30/99
Mon 5/10/99
Wed 9/1/99
Fri 10/1/99
Tue 3/30/99'
Tue 3/30/99 i
Fri 10/1/99
Fri 4/2 99'
Wed 9/1/99
Tue 3/30/99 ,r
1/1 (To be completed & Coord w/ TWDB by City Staff on an on -going basis) Mon 5/10/99
Fite -Harkey i Fri 10/1/99
FM 518(part of Fite/Harkey Planning) ! Mon 11/1/99'
Longwood Tue 3/30/99
Barry Rose
West Lea
Cullen
Far Northwest
Construction
Review Blds, Recommend Award, & Notice to Proceed
I/1 (To be completed & Coord w/ TWDB. by City. Staff on an on -going basis)
Fite -Harkey
FM 518(part of Fite/Harkey Planning)
Longwood
Barry Rose
West Lea
76
77,
78
79
80
81
82
83
84
85
86
Tue 3/30/99
Mon 11/1/991
Mon 5/3/99
Fri 10/1/99'
Mon 6/10/99
Mon 6/10/99
Mon 5/10/99 .
Tue 11/3W99
Tue 11/30/99';
Mon 5/31/99
Mon 5/31/99 ;
Tue 11/30/99'
Cullen Fri 72/99
Far Northwest
Construction
I/1 (To be completed .& Coord w/ TWDB by City Staff on an on -going basis)
Fite -Harkey
FM 518(part of Fite/Harkey Planning)
Barry Rose
West Lea
_
Cullen _ . _ ....
Far Northwest
Tue 3/30/99
Tue 8/31/99
Mon 1/24/00
Mon 1/24/00
Wed 9/29/99
Fri 1029/99
Tue 3/30/99
Tue 3/30/99
Fri 10/29/99
Fri 4/30/99
Wed 929/99
Mon 1/24/00
Mon 1/24/00
Mon 11/29/99
Mon 11/29/99
Fri 5/28/99
Fri 528/99
Mon 1129199
Thu 7/1/99
Mon 11/29/99
Mon 7/31/00
Mon 1/24/00
.Mon 124/00
Wed 12/29/99
Wed 1229/99
Tue 6/29/99
Tue 6/29/99
Wed 1229/99
Mon 8/2/99
Tue 1120/99 i Wed-1-Vie/Se
Mon 6/10/99'
Mon 5/10/99
Mon 1/3/001
Mon 1/3/00
Wed 6/30/99'
Mon 1/3/00
Tue 8/3/99
Mon 1/3/00;
Mon 7/31/00
Mon 1/24/00
Mon 7/31/00
Wed 5/31/06
Fri 6/30/00
Mon 7/31/00
Fri 12/31/99
Mon 7/31/00
•1 11111'.
410
1 1 r 1! 1 1 l 1 1 1
• ill Jr
5/7 4,
C 1 1 1 1 1 1
111 iv
7/13•
•
•
7/13 •
•
7/13 •
1 1 1
• 3/30
4
1110
3130
(1 1 I 1 1 I I I 1/ 1 1
3/30
3/30
1 1 1 1 1 1 1 1 1 1 j
)1 1 1 1 1 1 1 1 t1 1 1 I 1 1 1 1 1 1 1/ 1 1 1 1 1 1 1 I 1 1 1 1
1 t 1 1 1 1 1 1 r r 1 1 1 1 1 t 1 l i I i ( 1 1 1 1 1 r 1 1 1 I I
44
•
•
•
•
•
•
•
• 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 (_
1-
F
I I I I l I I 1 i 1(
• 1 1 1 1 1 1 1 r 1 1 1 1 1 1( 1 1 1 1 (I 11 I I 1 1 1 1 1 1,
Page 1
Pearland Tier III Projects
Prepared 3/1/99
ID ITask Name
1 Planning_ . _...._
TWDB Rev. Revised EID's & Auth. Public Notice or Cat. Exclusion
10 { Public Hearing Comment Period & Hearing
11 1 Fite -Harkey
1
2.. , Longwood
13 Barry Rose
-14 West Lea
15
16
17
18
19
20
21
22
23
24
Cullen
Far Northwest
TWDB Post Hearing Review & Draft FNSI
Fite -Harkey
Longwood
Barry Rose
West Lea
Cullen
Far Northwest
FNSI Comment or Categorical Exclusion Comment Period
I/1
Fite -Harkey
27 Longwood
28 Barry Rose
2_L West Lea
30 Cullen
31 Far Northwest
Board Approval
Fite -Harkey
Longwood
Barry Rose
West Lea
Cullen
Far Northwest
32
33
34
41 ' Develop P&S
42 UI (To be completed & Coord w/ TWDB by City Staff on an on -going basis)
Design
Imw
43
FM 518(part of Fite/Harkey Planning)
Longwood (complete on 3/30)
Barry Rose (complete on 3/30)
47 West Lea
48 1 Cullen (complete on 3/30)
49 ! Far Northwest
50 ' TWDE P&S Review
51 I/1 (To be completed & Coord w/ TWDB by City Staff on an on -going basis)
52 Fite -Harkey
FM 518(part of Fite/Harkey Planning)
Longwood (complete on 3/30)
Barry Rose (complete on 3/30)
West Lea
53-
Cullen
Far Northwest
59 i ` Address TWDB Comments & Advertise for Construction
60 • I/1 (To be completed & Coord w/ TWDB by City Staff on an on -going basis)
61 Fite -Harkey
•
62 •FM 518(part of Fite/Harkey Planning)
63 Longwood
64 ; Barry Rose
65 _.._. West Lea
Cullen ....._-.
67 i Far Northwest
•
68 '. Construction
69 Review Bids, Recommend Award, & Notice to Proceed
70 1/1 (To be completed & Coord w/ TWDB by City Staff on an on -going basis)
71 Fite-Harksy •
72 FM 518(part of Fite/Harkey Planning)
73 Longwood
74 Barry Rose
75 West Lea
76 Cullen
77 - Far Northwest
78 Construction
August 1999 I Septet/Am 1999 I October 1999 I November 1999 I December 1999 I January '2WU I February 2000
1 1 1 1 1 1 1 1 1 1 1 1 I J J 1 1 1 1 1 1 J 1 f 1 1 1 1 1 1 1 1 1 1 1 1:1 1 1 1 1 t 1 1 1 1 1 f 1 1 1 1 1 1 1 1 J 1 1 (1 J 1 1 1 1 1 1
•
f
79 In (To be completed & Coord w/ TWDB by City Staff on an on -going basis)
Fite -Harkey
81 FM 518(part of File/Harkey Planning)
80
Longwood
Barry Rose
West Lea
Far Northwest
1 t 1 1 t 1 1 1 1 1 1?
•
•
•
•
1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 r t 1 1 t 1 1 1, 1 1 t t 1 1 1 1 1 1 1 1 1 1 1? 1 1 1 1 1 1 1 t q
iT
Er
t 1 1 1 1 1 1 1 t 1 1 f t 1 1 J 1 t t 1 1 t J !minim(
1 1 1, 1 1 1 1 1 1 1
1 J 1 1 1 1 1 1 1 J 1 t 1 1 1 1 J 1 1 1 lip
I I11111It 11tJIiit I11 II itit ri lir itfJ111 trJ111,i 111t11 11t 11 ?it I111Jr
L
I
IJ1 1 J 1 1 1 1 1 1 r J 1 1 1 1 1 1 1 1 1 1 % 1 1 1 1 1 1 1 1 1 t 1 f 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1' 1
•
•
•
•
•
•
•
•
10 •
1 1 1 1 1 1 1 1 1 1 1) 1 1 1 1 1 1 1 1 1 1
lir
Page 2
Pearland Tier III Projects
ID
Task Name
Prepared 3/1/99
March 2000
2000
' Planning
2 TWDB Rev. Revised EID's & Auth. Public Notice or Cat. Exclusion
to Public Hearing Comment Period & Hearing
11 ; Fite -Harkey
12 Longwood
13 Barry Rose
14 West Lea
15 Cullen
16 Far Northwest
17 ' TWDB Post Hearing Review & Draft FNSI
20
18 Fite -Harkey
19 Longwood
Barry Rose
West Lea
22 Cullen
Far Northwest
24 FNSI Comment or Categorical Exclusion Comment Period
28 •
32
33
40
61
6P
I/1
Fite -Harkey
Longwood
Barry Rose
West Lea
Cullen
Far Northwest
Board Approval
I/1 _.
Fite -Harkey
Longwood
Barry Rose
West Lea
Cullen
Far Northwest
Design
41 Develop P&S
42
48
49
51
52
53
i/I (To be completed & Coord w/ TWDB by City Staff on an on -going basis)
Fite -Harkey
FM 518(part of Fite/Harkey Planning)
Longwood (complete on 3/30)
Barry Rose (complete on 3/30)
West Lea
Cullen (complete on 3/30)
.-
Far Northwest
TWDB P&S Review
I/1 (To be completed & Coord w/ TWDB by City Staff on an on -going basis)
Fite -Harkey
FM 518(part of Fite/Harkey Planning)
Longwood (complete on 3/30)
Barry Rose (complete on 3/30)
West Lea
57
Cullen
58 Far Northwest
59 Address TWDB Comments & Advertise for Construction
60 I/1 (To be completed & Coord w/ TWDB by City Staff on an on -going basis)
Fite -Harkey
FM 518(part of Fite/Harkey Planning)
Longwood
Barry Rose
West Lea
Cullen
Far Northwest
sa Construction
Review Bids, Recommend Award, & Notice to Proceed
.-. . ..
70 I/1 (To be completed & Coord w/ TWDB by City Staff on an on -going basis)
71 Fite -Harkey
72 , FM 518(part of Fite/Harkey Planning)
73 Longwood
74 i Barry Rose
75 ; ... _ .._ ..__.
West Lea
76 A Cullen
n
78
79
ai
82
Far Northwest
Construction
UI (To be completed & Coord w/ TWDB by City Staff on an on -going basis)
Fite -Harkey
FM 518(partof Fite/Harkey Planning)
Longwood
Barry Rose
. _.-...._.....
West Lea
Cullen
Far Northwest
I1
ap
1 1 L 1 1 1 1 1 1 1 1
May 2000
June 2000 July 2000 ( August 2000 I September 2000
1
Page 3