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Bury+ Partner s
ENGINEERING SOLUTIONS
Revised February 15, 2008
January 22, 2008
Mr. Mickiel G. Hodge
Assistant City Manager
City of Pearland
3519 Liberty Drive
Pearland, Texas 77581
Proposal No. 08-108e
Re: Revised Proposal for Professional Services
PS&E for the Cullen Parkway (F.M. 865) Improvements Project (Amended Limits)
F.M. 518 to Beltway 8, City of Pearland, Brazoria and Harris Counties, Texas
Dear Mickiel:
Bury + Partners-Hou, Inc. (Bury) is pleased to present this revised proposal for engineering,
environmental, and surveying services in connection with the preparation of construction plans,
technical specifications, and estimate (PS&E documents) for proposed paving and drainage
improvements to Cullen Parkway (F.M. 865) from F.M. 518 in Pearland north to Beltway 8 in
Harris County, Texas. The scope was revised based on comments from City staff in our telephone
conversation on January 16, 2008, comments received by email from Trent Epperson and Skipper
Jones on January 17 and 21, 2008 respectively, TxDOT comments received by email on February
1, 2008, and clarification request on February 13, 2008. The scope also includes a bridge
replacement and waterline extension. Due to funding limitations, the project limits have been
amended to reflect the priorities of the City as presented to City Council as Alternative B on
December 10 and 17, 2007. The new project includes approximately 1.6 miles of expansion of the
existing 2-lane asphalt roadway to a 4-lane concrete divided roadway with a 10-foot shared use trail
on the west and a 6-foot sidewalk on the east from the connection at F.M. 518 to the proposed
McHard Road extension/C.R. 106/Brookside Road. The project includes a transition to the existing
two lane bridge at Clear Creek. Additionally, the east side of Cullen Parkway will be widened
from approximately 600-feet south of the Beltway 8 intersection in the northbound direction. This
widening will accommodate additional stack length for the left turn movement. Modifications are
not planned for the west side of the intersection/southbound lanes due to soundwall requirements
and drainage facility considerations. The project also includes lane reconfigurations south of the
F.M. 518 intersection to accommodate the widened pavement section, one new 4-lane bridge at
Hickory Slough, a new detention pond to be located just south of Clear Creek on the west side of
Cullen Parkway, and improvements to the existing detention pond located north and adjacent to
Hickory Slough approximately 1700-feet east of Cullen Parkway. The following intersections will
BURY+PARTNERS-HOUSTON, INC.
1001 West Loop South, Suite 200
Houston, Texas 77027
TEL (713) 212-0011
FAx (713) 212-0010
Austin • Dallas • Houston • San Antonio • Temple, Texas
Fairfax • Williamsburg, Virginia www.burypartners.com
Par ners
ENGINEERING SOLUTIONS
Mr. Mickiel G. Hodge
City of Pearland
Revised February 15, 2008
January 22, 2008
Page 2
be signalized or the signals modified as part of this project: F.M. 518, Freedom Drive, C.R. 403,
proposed McHard Road extension, and the Beltway 8 south frontage road.
The most recent Preliminary Engineering Report (PER) presented to the City of Pearland (City)
dated June 29, 2007 includes the schematic layout, storm sewer design traffic analysis,
geotechnical investigation, and bridge layouts. The Hydrology/Hydraulics (H/H) study for the
project was submitted as a separate document on July 24, 2007. This proposal is based on the
recommendations included in the PER and H/H study with regards to the recommended roadway
and drainage improvements except where the roadway profile will be lowered to the 50-year storm
event to allow for the reduction in retaining walls along the ahgnment. Additionally the
environmental assessment, including environmental clearance, is being handled directly by TxDOT
through an outside consultant.
The estimated construction cost for the improvements is $18,500,000 based on a 4-lane divided
boulevard section with 11-foot lane widths, 10-foot shared use trail, and 6-foot sidewalk. The
estimate also includes new signals and/or modifications at major intersections as indicated above
and one new replacement bridge. This estimate is predicated on constructing the proposed
improvements within the current right-of-way with minimal new takings as reflected in the PER
It is our understanding the project will be let and administered by TxDOT through their
construction contracting system. All engineering design and other project components such as
environmental and surveying will be done in accordance with the latest TxDOT standards and
design criteria to ensure TxDOT approval for letting Other applicable standards for the City of
Pearland, Brazoria County including Drainage District No. 4, and Harris County including Harris
County Flood Control District will be incorporated into the project as appropriate or required.
More specifically, the proposed scope of work for the PS&E documents for the Cullen Parkway
(F.M. 865) project includes the following:
SCOPE OF SERVICES:
A. ROADWAY PS&E
Basic Services Items:
Listed below is a general scope of services for the project. A more specific scope of services in
the TxDOT format, revised per TxDOT comments on February 1, 2008 is included as Exhibit
A attached to this proposal.
art -liners
ers
[ N G I N E E R I N G SOLUTIONS
Mr. Mickiel G. Hodge
City of Pearland
Revised February 15, 2008
January 22, 2008
Page 3
1. Prepare design plans and technical specifications for proposed paving and drainage
improvements for the widening of Cullen Parkway (F.M. 865) from F.M. 518 the proposed
McHard Road extension/C.R.106/Brookside Road and including a transition to the existing
two lane roadway south of Clear Creek. The existing bridge at Clear Creek will not be
replaced as part of this project. The existing section at the Beltway 8 frontage road will be
widened southward to provide for additional stack capacity on the northbound lanes. The
design includes the proposed 23.7 acre-feet detention pond for the Clear Creek drainage
area, as well as improvements to the existing detention pond located approximately 1700-
feet east of Cullen Parkway and north/adjacent to Hickory Slough for the Hickory Slough
drainage area. The improvements to Cullen Parkway require 18.7 acre-feet of additional
storage capacity in the existing Hickory Slough pond Also included is the design of
retaining walls necessary to facilitate construction of the widened roadway within the
current right-of-way in multiple areas along the alignment.
2. Design an approximately 96-linear foot bridge with retaining walls at Hickory Slough
including bridge layouts and structural details.
3. Design signal improvements at the following intersections:
a. F.M. 518 - replace existing signals
b. Freedom Road - emergency vehicle pre-emption
c. C.R. 403 - replace existing signal
d. Proposed McHard Road Extension/C.R. 106/Brookside Road - Replace flashing light
with new signal
e. Beltway 8 - signal modifications
f. Wireless Signal Interconnect System for items a through e
4. Design a 10-foot shared use trail and 6-foot sidewalk on the west and east sides of the
roadway respectively.
5. Prepare the PS&E documents with the construction milestone to complete Cullen Parkway
from C R. 403 to Hawk Road including the intersection of C.R. 403, traffic signalization at
C.R. 403, shared use trail and sidewalk by August 1, 2009.
6. Provide layouts and details for signing, pavement markings, illumination and ADA ramps as
required.
7. Prepare a Stormwater Pollution Prevention Plan.
8. Prepare a Stormwater Quality Management Plan for Clear Creek detention pond.
9. Prepare traffic control plans for the construction of proposed improvements to Cullen
Parkway from F.M. 518 to the Beltway 8 south frontage road in accordance with TxDOT
Standards and the Texas Manual on Uniform Traffic Control Devices (TxMUTCD).
10. Prepare roadway cross -sections and compute embankment/excavation quantities.
ENGINEERING SOLUTIONS
Mr. Mickiel G. Hodge
City of Pearland
Revised February 15, 2008
January 22, 2008
Page 4
11. Prepare quantity take -offs and an opinion of probable/construction cost for the proposed
improvements.
12. Prepare survey control map for the project.
13. Prepare technical specifications and data sheet, special specifications, special provisions,
and construction notes.
14. All geometric design shall be in conformance with TxDOT's Standard Specifications for
Construction and Maintenance of Highways, Streets, and Bridges, and shall conform to
required TxDOT special specifications and special provisions, TxDOT's Roadway Design
Manual, AASHTO s Policy on Geometric Design on Highways and Streets, Texas Manual
on Uniform Traffic Control Devices, Federal Highway Administration, applicable Harris
County and Brazoria County standards, and the applicable City of Pearland standards,
except where variances are permitted.
15. Prepare and update the project schedule outlining the submittal dates and project completion
milestones
16. Coordinate and manage the consultant team activities.
17. Meet and coordinate with the City, Counties, TxDOT, stakeholders, utility owners, as
needed to facilitate coordination and approval of the PS&E documents.
18. Prepare for and attend monthly project status meetings with the City.
19. Deliverables shall include PS&E documents submitted to the City and TxDOT at the 30
percent, 60 percent, 90 percent and 100 percent milestones for review comments, and
approvals. The 100 percent submittal will include reproducible mylars, as well as
Microstation and GEOPAK design files.
Special Services Items:
1. Meet and coordinate with the pipeline companies to facilitate the adjustment of existing
pipelines required to construct the proposed improvements. Includes review of
crossing/adjustment agreements, preparing supporting documentation and exhibits for
agreements and site visits to observe adjustments
2. Provide additional design surveying services that includes:
a. Prepare right-of-way map and parcel exhibits with legal descriptions reflecting right-of-
way takings per the PER
b. Provide topographic data for the proposed detention pond located on the west side of
Cullen Parkway south of Clear Creek to be used for design purposes.
c. Provide topographic and boundary data for the south end of the existing detention pond
located 1700-feet east of Cullen Parkway along and north of Hickory Slough to be used
artne
C N G I N T [RING SOLUTIONS
Mr. Mickiel G. Hodge
City of Pearland
Revised February 15, 2008
January 22, 2008
Page 5
for design of modifications to the pond to facilitate the proposed roadway
improvements.
d. Stake up to 10 additional soil boring locations.
All surveying services will be performed in accordance with TxDOT requirements. These
services will be performed by CL Davis & Company in accordance with the attached scope
document dated January 21, 2008.
3. Provide Environmental Permitting Services for the project in accordance with TxDOT
requirements. These services will be performed by GC Engmeermg, Inc. under subcontract
with Bury in accordance with the attached scope document dated January 9, 2008.
4. Attend public hearmg conducted by TxDOT. Also includes preparation, advance meetings
with TxDOT, and participation as required.
5. Provide additional geotechnical services in connection with soil borings required for the
proposed additional depth storm sewer.
EXCLUSIONS:
The following services are excluded from this proposal and the scope of work:
1. ROW acquisition documents and acquisition services.
2. Any bidding and construction phase services since this is a TxDOT let contract.
3. Construction phase surveying including primary control staking, as well as construction
staking.
4. City and TxDOT requested changes to the PS&E documents outside of the project scope.
5. Environmental assessments and/or wetland delineations in connection with the existing and
proposed detention ponds for Clear Creek and Hickory Slough.
6. Stormwater Quality Management Plan for the Hickory Slough detention pond.
7. Items not specifically listed in the scope of work.
CITY PROVIDED DOCUMENTS:
The City will provide the following documents upon issuance of the notice to proceed:
1. All available record drawings and/or file drawings for Cullen Parkway including roadway
and utility plans, as well as all intersecting roadways.
L N G I N E [RING SOLUTIONS
Mr. Mickiel G. Hodge
City of Pearland
Revised February 15, 2008
January 22, 2008
Page 6
2. All available environmental reports, drainage reports, geotechnical investigations, traffic
studies, etc. for the project area including adjacent areas
3. All available information on planned projects that affect the Cullen Parkway project.
4. All available plans for the existing adjacent land usages including but not limited to
commercial development, cemeteries, subdivisions, drainage channels, etc.
5. Any abstracting services required for the project.
6. Information in connection with City owned property that will be used for
detention\mitigation sites.
7. TxDOT provided pavement design.
B. WATERLINE DESIGN
The work scope includes the design of a proposed 12-inch waterline extension along Cullen
Parkway that will be incorporated into the roadway PS&E documents prepared for TxDOT
letting. The proposed waterline will begin at the existing 24-inch waterline located on the west
side of the right-of-way across from the proposed Public Safety Complex and extend northward
within the right-of-way to a terminus on the south side of the proposed extension of McHard
Road. The proposed waterline will be installed between the proposed retaining wall for the
proposed widened pavement section for the Cullen Parkway roadway improvements, and the
right-of-way line.
The estimated construction cost for the waterline improvements is $807,200 based on the
alignment described above. The estimate excludes SWPPP, clearing and grubbing seeding and
grading that is included in the roadway improvements estimate, as well as land cost for
easements.
All engineering design and surveying will be done in accordance with the latest TxDOT and
City of Pearland standards and criteria.
More specifically, the proposed scope of work for the PS&E documents for the Cullen Parkway
waterline extension includes the following:
Basic Services Items:
1. Prepare design plans and technical specifications for approximately 7000-linear feet of 12-
inch waterline extension from the existing 24-inch waterline at the Public Safety Complex to
the proposed extension of McHard Road as described above. The waterline plan and
Bur { at tners
ENGINEERING SOLUTIONS
Mr. Mickiel G. Hodge
City of Pearland
Revised February 15, 2008
January 22, 2008
Page 7
profiles, and detail sheets will be incorporated into the Cullen Parkway roadway
improvements PS&E documents.
2. Prepare and incorporate the following into the Cullen Parkway roadway improvements
PS&E documents:
a. Traffic control plans for the proposed waterline improvements in accordance with
TxDOT Standards and the Texas Manual on Uniform Traffic Control Devices
(TxMUTCD).
b. Quantity take -offs and an opinion of probable construction cost for the proposed
waterline improvements.
c. Technical specifications and data sheets, special specifications, special provisions, and
construction notes.
3. All geometric design shall be in conformance with TxDOT's Standard Specifications for
Construction and Maintenance of Highways, Streets, and Bridges, and shall conform to
required TxDOT special specifications and special provisions, Texas Manual on Uniform
Traffic Control Devices, Federal Highway Administration, and the applicable City of
Pearland standards.
4. Incorporate the waterline project into the overall roadway project schedule outlining the
submittal dates and waterline project completion milestones.
5. Meet and coordinate with the City, TxDOT, stakeholders, utility owners, as needed to
facilitate coordination and approval of the waterline design.
6. Deliverables are incorporated into the Cullen Parkway roadway improvements PS&E
documents submitted to the City and TxDOT at the 30 percent, 60 percent, 90 percent and
100 percent milestones for review, comments, and approvals.
Special Services Items:
1. Prepare parcel exhibits with legal descriptions reflecting waterline easement takings as
required.
All surveying services will be performed in accordance with City of Pearland and TxDOT
requirements. These services will be performed by CL Davis & Company in accordance with
the attached scope document dated January 21, 2008.
rtigers
ENGINEERING SOLUTIONS
EXCLUSIONS:
Mr. Mickiel G. Hodge
City of Pearland
Revised February 15, 2008
January 22, 2008
Page 8
The following services are excluded from this proposal and the scope of work:
1. ROW acquisition documents and acquisition services.
2. Bid and Construction Phase Services.
3. Items not specifically listed in the scope of work.
CITY PROVIDED DOCUMENTS:
The City will provide the following documents upon issuance of the notice to proceed:
1. Waterline sizing and modeling data for the proposed waterline.
2. All available record drawings and/or file diawings for Cullen Parkway including roadway
and waterline plans.
3. All available environmental reports, drainage reports, geotechnical investigations, traffic
studies, etc. for the project area including adjacent areas
4. All available information on planned projects that affect the Cullen Parkway project.
5. All available plans for the existing adjacent land usages including but not limited to
commercial development, cemeteries, subdivisions, drainage channels, etc.
6. Any abstracting services required for the project.
COMPENSATION:
We propose to perform the services for this project for the following fees:
Description
A. Roadway PS&E
1. Basic Services- Items 1 thru 16
2. Special Services
a. Pipeline Company Coordination
b. Surveying Services
c Environmental Permitting Services
for Nationwide Permit 14
d. Public Hearing
e. Additional Geotechnical (See Note 1)
Fee Type
Lump Sum
Hourly to Max
Hourly to Max
Hourly to Max
Hourly to Max
Hourly to Max
Subtotal
Fee
$1,100,382
15,000
42,200
24,850
$ 5,000
$ 15,000
$1,202,432
art ers
C NGINEERING SOLUTIONS
B. Waterline Design
1. Basic Services - Items 1 thru 6
2. Special Services - Surveying Services
(See Note 1)
C. Reimbursable Expenses
Items A & B
Lump Sum
Hourly to Max
Subtotal
Cost + 10%
TOTAL
Mr. Mickiel G. Hodge
City of Pearland
Revised February 15, 2008
January 22, 2008
Page 9
$ 57,742
$ 10,000
$ 67,742
$ 25,000
$1,270,174
Notes:
1. Scope and budget must be approved in writing by the City in advance of initiating work under
this item.
Please note that our fees are based on the project being implemented based on the assumptions of
this proposal in regards to its scope, without major changes or unforeseen conditions. Fees shown
for the hourly basis elements are for budgeting purposes with a maximum amount shown. In the
event that the scope of work requires additional hours to be spent above the budgeted amount, we
will discuss this with the City prior to exceeding the budget amount stated above.
PREVIOUS WORK
We have completed the PER for the entire project from F.M. 518 to Beltway 8 including the
schematic layout, as well as the H/H study, traffic forecasts, preliminary signal design,
geotechnical investigation, and pass -through financing application under a separate agreement. The
fees for these services were as follows:
1. Basic Services - PER and Schematic
2. Special Services
a Pass -through application
b. Surveying (allowance of $15,000 not used)
c. H/H Study
d. Traffic Forecasts / Traffic Analysis
e. Preliminary Traffic Signal Design
f. Geotechnical Services
$ 215,000
$ 55,200
$ 126,400
$ 218,000
$ 22,300
$ 30,100
$ 31,700
$ 698,700
s
ENGINEEPING SOLUTIONS
Mr. Mickiel G. Hodge
City of Pearland
Revised February 15, 2008
January 22, 2008
Page 10
The basic services fee and signal design fee for this phase of the project from F.M. 518 to Clear
Creek and the Beltway 8 intersection improvements have been taken into account for development
of the PS&E fee proposed to complete this assignment.
SCHEDULE:
The PS&E documents and associated scope of work will be completed within 180 calendar days of
our authorization to proceed (excluding regulatory reviews). A detailed schedule with project tasks
identified will be submitted within seven (7) calendar days of authorization.
HOURLY RATES/SUBCONSULTANTS:
All work to be done on an hourly basis will be completed using the following rates:
Principal
Senior Project Manager
Design Manager
Project Engineer
Engineering Technician
CAD Designer
CAD Operator
Administrative Assistant
Registered Professional Land Surveyor
2-Man Field Party
3-Man Field Party
4-Man Field Party
Subconsultants
Base Pay Rate/Hour
$57.69
$48.07
$38.46
$33.65
$37.23
$32.08
$26.50
$24.83
$41.68
$38.00
$50.50
$63.00
Actual Cost
Total Bill Rate/Hour
$188.00
$156.00
$125.00
$110.00
$121.00
$105.00
$ 86.00
$ 81.00
$136.00
$124.00
$164.00
$205.00
The rates are actual base pay times an overhead rate of 190 percent with a profit of 12 percent.
Bury Partners
ENGINEERING SOLUTIONS
REIMBURSABLE EXPENSES:
Mr. Mickiel G. Hodge
City of Pearland
Revised February 15, 2008
January 22, 2008
Page 11
Reimbursable expenses include plotting and reproduction for reviews and submittals, mileage, and
deliveries and will be invoiced at cost plus 10 percent. A budget of $25,000 has been established
for this project.
We appreciate the opportunity to present this proposal, and look forward to working with you on
this major assignment. We have reviewed your Standard Agreement for Engineering Services and
do not take exception to any terms indicated. The team is ready to begin this project immediately.
If you have any questions regarding this proposal, please call.
Pam k J. Rossi' .E.
Senior Associate/Senior Project Manager
cc: Bob D. Boozer, P.E.-Bury
I:\Proposals\20081100-125108-108 Cullen Parkway108-108eDAHpro 02-15-08.doc\neb
David &'f amilton, P.E.
Mana !ing Principal al
F.M. 865 From F.M. 518 To Beltway 8
EXHIBIT A
SERVICES TO BE PROVIDED BY THE ENGINEER
Bury+Partners-Hou Inc. (ENGINEER) shall provide the necessary engineering and technical
services for the completion of the plans, specifications and estimates (PS&E) for the widening
of Cullen Parkway(F.M. 865) main lanes from F.M. 518 to the proposed McHard Road
extension/C.R. 106/Brookside Road, and a section at Beltway 8 in Harris and Brazoria
Counties. The schematic developed by the Bury+Partners team will be utilized as the basis for
development of the PS&E. The length of widening along Cullen Parkway in this project is
approximately 1.6 miles.
The construction plan set for this project will contain the required drawings and details
pertaining to grading, paving, bridges, illumination, drainage, and waterline facilities The
above -described plan set will be prepared in English units, and shall be suitable for the bidding
and award of a contract through the State' s (TxDOT' s) construction contracting system
Design services related to the design and plan production for this project will be performed in
accordance with the latest available TxDOT manuals from the design collection located on the
TxDOT website. The roadway will be designed based on 4R design criteria If a special
specification or provision is needed for this project, it shall be approved for statewide use or
written in TxDOT's standard format and, to the extent possible, incorporate references to
TxDOT test procedures.
The ENGINEER will establish a roadway geometric model and perform earthwork and paving
quantity calculations using GEOPAK. The CADD and GEOPAK criteria files, which
comprises of the geometric model, shall be provided to TxDOT at the completion of the
project. This project will be developed using Microstation version 8 and Geopak 2004.
Hydraulic designs and calculations for culverts and bridge hydraulics will be performed with a
PC -based hydraulic model such as HECRAS, CULVERT, WinStorm, Geopak Drainage,
Culvert Master or other hydraulic model approved in advance by the State Manual calculation
checks of culvert hydraulics will be performed on specific structures at the request of the
district hydraulic engineer. The culverts will be sized to accommodate run-off from the subject
roadway and run-off from outside the project limits.
Basic Services Items:
I. ROUTE AND DESIGN STUDIES (Function Code 110)
A. DATA COLLECTION
1. DATA COLLECTION - The ENGINEER will gather and review available data for
Cullen Parkway and adjacent areas and roadways. Data collection should be
coordinated with TxDOT's Brazoria C ounty area office.
Exhibit A 1 of 18 Rev.2/19/2008
F.M. 865 From F.M. 518 To Beltway 8
2. FIELD RECONNASAINCE - The ENGINEER will perform field investigations to
gather information for the further development of the construction plans. It is
anticipated that this will require additional trips to the project site to gather photos,
coordinate with TxDOT, investigate drainage outfalls, etc.
3. DESIGN CONCEPT CONFERENCE. The ENGINEER, in cooperation with the-
-
State shall plan attend and document a Design Concept Conference (DCC)
Personnel from the State's Houston District will participate The conference will
provide for a brainstorming session in which decision makers stakeholders and
technical personnel may discuss and agree on:
• Roadway and drainage design parameters
• Engineering and environmental constraints
• Project development schedule
• Other issues as identified by the State
II. UTILITIES (Function Code 130)
The ENGINEER will develop existing utility layouts and verify all existing utilities
Utilities will be researched and located in the field. The ENGINEER shall identify and
coordinate with all utility companies for relocations required within these construction
easements and/or right -of entries.
The utility relocation layout sheets are applicable when relocation of existing utilities will
be included in the construction plans. Since these sheets will most likely be developed by
either a local public agency or utility company, there are no recommended guidelines for
the content.
The Engineer shall perform their work in accordance with the State's Utility
Accommodation Policy, and the Houston District's The TxDOT Utility Cooperative
Management Process. The Engineer shall prepare drawings early in the design phase
(30%) to be used as exhibits in utility agreements. The exhibits shall be prepared using
English umts. The Engineer shall show existing utilities, including those in conflict with
construction on this project. The Engineer shall prepare plans to avoid or minimize
utility adjustments where feasible. The Engineer shall implement The TxDOT Utility
Cooperative Management Process and is responsible for sending out notices, with copies
of exhibits and plans, including all milestone submittals.
The Engineer shall determine prior to 30 percent milestone submittal if Subsurface Utility
Engineering (SUE) will be required for this project If SUE work is required, the State
will perform these services.
The Engineer shall compile, maintain and update a Utility Conflict List within its design
section. The Engineer shall provide the most current copy of the conflict list to the State
at each milestone submittal, and shall be responsible for coordination with utility
companies to resolve conflicts. The Utility Conflict List shall identify the owner of the
facility, the contact person (with address and telephone number), location of conflict
(station and offset), type of facility, expected clearance date, status, effect on
construction and type of adjustment necessary.
Exhibit A
2 of 18 Rev.2/19/2008
{ Formatted: Bullets and Numbering
F.M. 865 From F.M. 518 To Beltway 8
A. UTILITY COORDINATION
1. UTILITY MEETINGS — The ENGINEER will organize and attend utility
meetings to present plan information and answer questions about the project.
2. UTILITY LAYOUT SHEETS — Utility Layout Sheets will be prepared at a
scale of 1"=100' (11"x17' sheet). These plan sheets will clearly indicate the
existing utilities located within the roadway corridor.
III. ROADWAY DESIGN CONTROLS (Function Code 160)
A. MISCELLANEOUS PLANS
1. TITLE SHEET - Project title sheet will be completed as required for the
construction plans.
2. INDEX OF SHEETS - The ENGINEER will complete the detailed codex of
sheets that shows each sheets location in the plan set, as well as its
corresponding sheet number. This index will be updated throughout the
submittal process to allow for easier reference during the review process.
3. PROJECT LAYOUT - Project layout sheets will be completed at a scale of
1' =200' that clearly indicate the limits of the entire project
4. BENCHMARK LAYOUT - Benchmark Layout sheets will be completed at a
scale of 1'=200 that clearly indicate the benchmark location and associated
control information. These sheets will later be sealed by a RPLS for submittal.
Exhibit A 3 of 18 Rev.2/ 1 9/2008
F.M. 865 From F.M. 518 To Beltway 8
B. ROADWAY PLANS & GEOMETRY
1. PROPOSED TYPICAL SECTIONS - Proposed typical sections will be
completed depicting the improvements to Cullen Parkway.
2. EXISTING TYPICAL SECTIONS - Existing typical sections will be completed
depicting the existing conditions of the project roadways, according to
information provided by the CITY and State.
3. MA1NLANE ROADWAY PLAN AND PROFILES - Mainlane roadway plan
and profile sheets will be completed depicting the proposed construction of
Cullen Parkway. Roadway plan and profiles tor mainlanes, and cross streets
will be prepared at a scale of 1" =100' H and 1 " 10' V.
4. CROSS STREET PLAN AND PROFILES —None anticipated.
5. HORIZONTAL ALIGNMENT DATA SHEET - A horizontal alignment data
sheet will be prepared depicting the horizontal geometric information for the
project roadways to be included in the construction plan set.
6. SUPERELEVATION DATA SHEET - The ENGINEER will develop
Superelevation Data Sheets to be included in the construction plan set. These
sheets will define the pavement cross slopes for individual roadway alignments
and describe transition locations and values.
7. CONTOUR LAYOUTS - Contour layouts will be prepared at a scale of
1"=50' for areas of the project requiring grading information. It is anticipated
that these sheets will be required in the location of the Hickory Slough Bridge
area to more clearly define grading limits
8. REMOVAL PLANS - The ENGINEER shall provide plan sheets of pavement
removal to a 1 ' =100' scale Removal sheets shall indicate pavement and other
pertinent items to be removed with sufficient detail to assure Contractor will
have no problems understanding the intentions. Description of removal item
including material shall be included Items shall be dimensioned.
9. PEDESTRIAN FACILITIES - The ENGINEER shall coordinate with the CITY
to incorporate pedestrian facilities as required. All pedestrian facilities must be
designed in accordance with ADAAG, TAS and AASHTO Bike guidelines.
Plans will show sidewalk location, alignment information and grade breaks (for
sidewalk not adjacent to the back of curb) and information at driveways within
the project limits. Sidewalks not adjacent to curbs will be shown on a 1" =40'
Plan & Profile sheet (double banked) with all geometric information contained
only on these sheets. It is not anticipated that the pedestrian facilities in this
Exhibit A 4 of 18 Rev.2/19/2008
F.M. 865 From F.M. 518 To Beltway 8
project will require signage or striping. It is intended that the effort will be
involved in developing sidewalk location information only. Geometric
computations and sections/details will be included.
C. GRADING AND DETAILS
1. CROSS SECTIONS - Design cross sections will be completed at 50-foot stations
and other locations as necessary for the determination of cut and fill quantities.
These sections will also be used to further refine the design vertical geometry.
Cut and fill quantities determined from the design cross sections will be shown
on the plan/profile sheets. Cross sections will not be developed as a deliverable
for phased TCP.
2. DRIVEWAY DETAILS - Driveway details will be prepared for each driveway
along the project corridor. When possible these driveways will be defined in a
tabular format Unique driveways will require individual details defining their
construction.
3. DRIVEWAY PROFILES —The ENGINEER will develop driveway profiles as
required for the project. These profiles will be developed to show driveway tie-
back slopes, as well as limits for contractor s information.
The Engineer shall be responsible for identifying and delineating temporary
construction easements in areas outside the State' s ROW
4. ROADWAY DETAILS - Miscellaneous roadway detail sheets will be developed
for the project. The sheets will depict details required that are not defined in
TxDOT standard detail sheets Statewide or Houston District standards will be
used for the project whenever possible.
IV. DRAINAGE (Function Code 161)
A. IMPACTS ANALYSIS
1. Drainage Design Recommendations —Tie ENGINEER will use the drainage
study and hydrology/hydraulic models entitled Drainage and Impact Analysis
Report for Cullen Parkway Widening as the basis for design. The ENGINEER
will recommend minimum main lane profile elevations within the 100-year flood
plain of Hickory Slough and Clear Creek based on multiple frequency water
surface profiles from the 2-year up to and including the 100-year storm events.
The ENGINEER will recommend design storm events for hydrologic and
hydraulic analyses to meet TxDOT and City of Pearland drainage criteria and
maintain consistency with the adjacent area. The ENGINEER shall review the
CLOMR for Hickory Slough and Clear Creek and utilize the HECRAS models
for modeling the proposed Cullen Parkway mainlane impacts.
Exhibit A 5 of 18 Rev.2/19/2008
F.M. 865 From F.M. 518 To Beltway 8
B. SCOUR ANALYSIS
1. It is not anticipated that this project will require a scour analysis.
C. STORM SEWER DESIGN
The Engineer shall develop design details that minimize the interference with the
passage of traffic or incur damage to the highway and local property. The Engineer
shall provide layouts drainage area maps, and design of all drainage components.
The Engineer shall design all conventional storm drainage and cross drainage in
conformance with the latest edition of State Hydraulic Manual Houston District
criteria, and any specific program guidance provided by the State. Storm drain
design shall be performed using WmStorm or GEOPAK Drainage. Cross drainage
design shall be performed using THYSYS, THYSYS CULVERT, HEC 2 or HEC
RAS. When oversized storm drains are used for detention, the Engineer shall
evaluate the hydraulic gradelme throughout the whole system, within project limits
for the design frequency(ies) and make necessary system adjustments for
conformance to program criteria. The Engineer shall coordinate with the State any
proposed changes to the detention systems. The State will assess the effects of such
changes on the comprehensive drainage studies. The Engineer shall coordinate with
the State and designers of adjacent projects to check that all proposed drainage
systems accommodate the proposed construction phasing plan
1. DRAINAGE AREA MAPS - The ENGINEER shall prepare drainage area maps
for proposed cross drainage culverts, major creek crossings (excluding bridge
structures designed by others), and proposed storm drain systems These
drainage area map sheets shall consist of the drainage areas, runoff coefficients,
time of concentration and all other information determined necessary by the
ENGINEER. Specific information for storm drain systems shall be Hydraulic
Data Sheets as input/output data from WINSTORM. Drainage area maps will
be finalized at a scale of 1"=100' . These maps will depict drainage area
boundaries and flow direction arrows. Each area will be identified with a umque
number to be used to find run-off information from the calculation sheets.
2. RUN-OFF AND INLET COMPUTATIONS - Run-off to each inlet and inlet
hydraulic information will be calculated in accordance with TxDOT's
Hydraulic Manual and shown on the run-off and inlet computation sheets in
WinStorm format.
3. STORM SEWER COMPUTATIONS - Storm sewers will be analyzed and
computations will be prepared for the storm sewer design in WinStorm format.
Exhibit A 6 of 18 Rev.2/19/2008
F.M. 865 From F.M. 518 To Beltway 8
4. STORM SEWER PLAN AND PROFILES — Storm Sewer plan and profile
sheets will be completed depicting locations of inlets manholes storm sewers,
culverts, utilities, channel improvements, and ditch locations and flowlines as
required. These sheets will be prepared at a scale of 1" =100' . Storm sewer
profiles will be prepared at a scale of 1 ' =100 H and 1' =10' V. Storm
sewer profiles will show pipe size and type, slope, existing and proposed ground
lines above the pipe pertinent hydraulic information, and locations and sizes of
inlets and junctions.
5. LATERAL PROFILES - Lateral profile sheets will be developed for the project
storm sewer systems. These sheets will be developed at a scale of 1"=50' H
and 1" =10' V.
6. DITCH LAYOUTS - The ENGINEER will prepare a tabular ditch layout
schedule that depicts pertinent mformation about the roadside ditch geometry
and design. This table will include station, offset flow line elevation, ditch
lining material as well as ditch bottom width. The tables will be shown on the
drainage plan sheets.
7. DRAINAGE DETAILS - The ENGINEER shall provide drainage design details
for ` no n-standard" drainage structures in instances where TxDOT standard
details cannot be utilized. The ENGINEER shall use TxDOT standard details
where practical.
8. TRENCH PROTECTION DETERMINATION - The ENGINEER will identify
areas within the construction of the storm sewer and culvert construction that
will require trench protection or special shoring.
D. SW3P AND EROSION CONTROL
1. EROSION CONTROL PLANS - Erosion control plans will be prepared for the
length of project. Temporary storm water management devices will be needed to
minimize the sediment runoff during construction of this project. The anticipated
design components to be utilized on this project are silt fence sand bags, rock
filter dams sediment traps, and construction exits. One temporary erosion
control plan will be developed with notes that indicate that the contractor is
responsible for phasing the devices along with the construction sequencing.
Permanent erosion control measures will be included on these sheets as well.
2. SW3P - A Storm Water Pollution Prevention Plan (SW3P) will be prepared for
this job in accordance with TCEQ regulations These sheets will consist of the
TxDOT SW3P text sheets that summarize erosion control measures.
Exhibit A 7 of 18 Rev.2/19/2008
F.M. 865 From F.M. 518 To Beltway 8
3. EROSION CONTROL DETAILS - Erosion control details will be prepared for
any related items that are not covered by TxDOT standard details.
E. WATER QUALITY AND DETENTION
1. DETENTION — Based upon the "Drai nage and Impact Analysis Report for
Cullen Parkway Widening", it has been determined that detention facilities are
required for this project. The ENGINEER shall provide detention facility
layouts, profile, and details for constructing a new detention pond for the outfall
to Clear Creek and modifications to the detention facility on Hickory Slough
The proposed work includes excavation, gradmg, embankment, drainage
hydraulic structures and erosion control plans.
V. SIGNING, MARKINGS AND SIGNALIZATION (Function Code 162)
A. SIGNING AND PAVEMENT MARKINGS
1. SIGNING AND PAVEMENT MARKING LAYOUTS - Pavement marking
layouts will be prepared at a scale of 1' =100'. Main lane and frontage road
signs and markings will be shown all on one plan sheet. Sheets will be prepared
for Cullen Parkway main lanes. These layouts will depict striping and delineator
type and location, as well as MBGF location, lengths and end treatments. Each
sign will have a corresponding number that will relate that sign to the sign
summaries.
2. PAVEMENT MARKING DETAILS - Pavement marking details will be
prepared for mstances in which the State' s signing and striping standards do not
apply or are not appropriate.
3. SMALL SIGN DETAILS - Detail sheets for small signs will be prepared for
non-standard signs. This sheet is intended to show the overall dimensions of the
signs by determining letter size and spacing. Details will not be to scale.
B. SIGNALIZATION
Develop final design plans technical specifications, and construction cost estimates
for new signals and/or modifications to existing signals at the following locations:
• Cullen Parkway at F.M. 518
• Cullen Parkway at Freedom Drive
• Cullen Parkway at C.R. 403 (Hughes Ranch Road)
• Cullen Parkway at the proposed McHard Road Extension C.R.106
• Cullen Parkway at Beltway 8
Exhibit A 8 of 18 Rev.2/19/2008
F.M. 865 From F.M. 518 To Beltway 8
The work will include design engineering for each of the locations described above.
Preliminary design plans shall form the basis for the final design. Detailed drawings
will be prepared for review by the City of Pearland and TxDOT, as necessary.
1. TRAFFIC WARRANT STUDIES. The Engineer shall identify and prepare Traffic
Signal warrant studies to include traffic counts, for justification the existing,
proposed and/or temporary traffic signals at:
• Cullen Parkway at F.M. 518
• Cullen Parkway at Freedom Drive
• Cullen Parkway at C.R. 403 (Hughes Ranch Road)
• Cullen Parkway at the proposed McHard Road Extension C.R.106
• Cullen Parkway at Beltway 8
Based upon the results of the Traffic Warrant Studies, the Engineer shall identify
and prepare Traffic Signal Plans for all warranted traffic signal
2. TRAFFIC SIGNAL LAYOUT - Show intersection layout showmg signal pole/mast
arm locations, conduit runs, loop detectors, lanes, and signal head arrangements,
etc. Summary tables including all signal bid items should be shown for each
signalized intersection. Traffic signal layouts shall be developed on separate sheets
from other roadway details with a 1' =20" scale to show intersection layout detail.
Signal Layout sheet will show signs and pavement markings as well as intersection
geometry.
3. TRAFFIC OPERATION SHEET - Show traffic signal phasing and related
information.
4. TRAFFIC SIGNAL DETAILS - Include sheets for any supplemental or non-
standard details
5. TRAFFIC SIGNAL STANDARDS - Include applicable standard traffic signal
sheets.
6. SIGNAL INTERCONNECT SYSTEM - To achieve improved traffic flow along
Cullen Parkway, it is proposed that a wireless interconnect system be provided for
the signals The proposed system will be in accordance with City of Pearland and
TxDOT standards, as required.
Exhibit A 9 of 18 Rev.2/19/2008
F.M. 865 From F.M. 518 To Beltway 8
VI. MISCELLANEOUS ROADWAY (Function Code 163)
A. RETAINING WALLS
The ENGINEER shall prepare retaining wall plans for locations indicated on the
schematic layout developed for this project The ENGINEER shall prepare all
plans, elevations and details necessary for the construction of the retaining walls.
1. INVESTIGATE WALL TYPE - The ENGINEER will investigate each wall
location and determine what the most suitable wall type is for each application.
2. RETAINING WALL LAYOUTS - The ENGINEER shall prepare retaining wall
layouts at a max scale of 1"=40'. Th e layouts will show plan and profile views
of the retaining wall
3. RETAINING WALL DETAILS — The ENGINEER will prepare structural
details for non-proprietary wall designs (i.e. Tie -back soil nailed drill shaft).
4. CONNECTION DETAILS - The ENGINEER will provide connection details
for the retaining walls at bridge abutments.
B. TRAFFIC CONTROL PLAN
1. CONSTRUCTION SEQUENCE - The ENGINEER will prepare a sequence of
construction and traffic handling scheme. This plan will be presented to the
TxDOT District Traffic Control Safety Review Committee and to the City to
obtain approval. The ENGINEER will be responsible for incorporating the
comments of the Safety Review Committee in the traffic control plans.
Additional scope of services for items such as public presentations of the traffic
handling plan or any additional meetings will be handled through a supplemental
agreement to this scope of services.
2. The ENGINEER shall be responsible to coordinate with the State in scheduling
a Traffic Control Workshop and submittal of the TCP for Safety Review Team
(SRT) approval. The Engineer shall assist the State m coordinating mitigation of
impacts to adjacent schools, emergency vehicles, pedestrians, bicyclists and
neighborhoods.
3. TCP TYPICAL SECTIONS - Traffic control typical sections will be prepared
for each stage of the construction sequence to clearly delineate the position of
the existing traffic with respect to the proposed construction. Temporary traffic
barriers and pavement markings will also be shown and dimensioned.
4. TCP OVERVIEW PLANS The ENGINEER will develop overview plans for
each stage of traffic control. These plans will act as key maps for each phase of
TCP and shall be developed at a 1"=400' s cale
Exhibit A 10 of 18 Rev.2/19/2008
F.M. 865 From F.M. 518 To Beltway 8
5. ADVANCED WARNING SIGN LAYOUTS - The ENGINEER will prepare
1' =400' plan layouts of all advance warning signs for Cullen Parkway and all
cross streets.
6. TRAFFIC CONTROL PLANS - Detailed traffic control plans will be prepared
at a scale of 1 ' =100 . These plans will be developed based on the State' s
approval of the conceptual plans developed at the schematic design level. This
plan will describe the maintenance of traffic and sequence of work for each
phase of the proposed construction. Detour alignments, location of work areas,
temporary paving temporary shoeing, signing, barricades and other details will
be required to describe the traffic control plan. The ENGINEER will be
required to ensure that proper drainage can be maintained during each phase of
construction.
7. DETOUR LAYOUTS - Detour layouts will be prepared showing plan &
profiles where required to define the geometry for detours required in the traffic
control plans. When widening is required that can be defined based on existing
pavement slopes a detour profile will not be prepared. These layouts will be
prepared at a scale of 1'=100' H and 1"=10 V.
8. TCP DETAILS - Traffic control details will be developed for items not covered
by State standard drawings.
9. CONSTRUCTION SCHEDULE - An Engineer's opinion of construction
schedule will be computed in order to determine an approximate duration for
each of the phases of construction.
C. ILLUMINATION
1. CONTINUOUS LIGHTING LAYOUTS - The ENGINEER shall prepare plans
and details for continuous fighting from FM 518 to future McHard Road and
C.R.106 and at Beltway 8. Layout sheets for illumination will be prepared at a
scale of 1" =100 and include pole locations, types of lightmg. Circuit data,
summary of quantities and details necessary to carry out the work Lighting
poles, fixtures, and attachment details shall be designed per the Green Ribbon
report recommendations, TxDOT criteria and standards.
2. SAFETY LIGHTING - The ENGINEER will indicate safety lighting for at
grade intersections along the project corridor.
3. ELECTRICAL CIRCUIT PLANS - The ENGINEER shall provide electrical
circuit plans and details for the roadway lighting systems within the project
limits
Exhibit A 11 of 18 Rev.2/19/2008
F.M. 865 From F.M. 518 To Beltway 8
4. POWER SOURCE IDENTIFICATION - The ENGINEER will coordinate with
the CITY in identifying power sources conduit runs, and will show them on the
project plans. The ENGINEER shall identify potential overhead utility conflicts,
and cooldinate with the CITY and the utility company to help resolve the
conflicts.
D. QUANTITIES AND SUMMARY SHEETS
Quantities will be tabulated and summary sheets prepared for the following: Traffic
Control (per each phase), Earthwork, Roadway, Retaining Walls, Removal,
Pavement markings, Small / Large Signs, Illumination, Erosion Control and SW3P,
Drainage related items including inlets, manholes and storm sewer pipes.
STANDARDS, SPECIFICATIONS AND ESTIMATE
1. STANDARDS - The ENGINEER will download the appropriate TxDOT
standards for the project from the State s web site. Standards that require
modification will be corrected and sealed by the ENGINEER. All other
standards will have their title blocks filled out with the applicable project data
and printed for inclusion in the final plan set. The ENGINEER will utilize
Houston District Standards were applicable.
2. SPECIFICATIONS - A tabulation of applicable specifications, special
specifications and special provisions will be prepared for submission with the
final PS&E package
3. GENERAL NOTES - The ENGINEER will review general notes provided by
the State for applicability to the project The ENGINEER will mark-up a set and
return it to the State for their inclusion in the final plan set. The ENGINEER
will work with TxDOT to complete the basis of estimate prior to beginning
quantity calculations.
4. PRELIMINARY COST ESTIMATE - An engineer's opinion of probable
construction cost will be prepared at the 60% and prior to final PS&E submittal,
and supplied to the State in Microsoft Excel format. Opimon of probable cost
will be broken out for each CSJ, as well as per each bridge class structure
VII. PROJECT MANAGEMENT (Function Code 164)
1. INVOICING / PROGRESS REPORTS - The ENGINEER will create monthly
invoices and prepare monthly progress reports for submission to the CITY for
all requests for payment.
Exhibit A 12 of 18 Rev.2/19/2008
F.M. 865 From F.M. 518 To Beltway 8
2. PROJECT SCHEDULE - A detailed project schedule will be developed and
updated every month for submittal to the CITY The schedule submittals shall
be hard copy and electronic format, e-mail is an acceptable means of submittal.
3. REVIEW MEETINGS - The ENGINEER will meet on a regular basis with both
the City and the State to review project progress. It is anticipated that the
ENGINEER and the CITY will meet once a month. The ENGINEER shall
provide meeting summaries within a timely manner of the meeting to all
attendees.
4. INTERNAL MEETINGS - The ENGINEER will have internal meetings with
the consultant design team every two weeks for the length of the project. It is
assumed that these meetings will include key personnel from each discipline and
will be required to discuss and resolve project issues.
5. TxDOT REVIEW SUBMITTALS - The Engineer shall make submittals for
TxDOT review, at the 30 60, 90, and 100 percent completion stages and m
accordance with the latest State policies and procedures. The submittals shall
consist of four (4) 11 'x17' paper sets. The Engineer shall reply to each
comment either within the plan set or by separate cover letter. The Engineer
shall make all agreed upon changes to the submitted documents before the next
scheduled submittal.
6. CONSTRUCTION SCHEDULE - The ENGINEER shall prepare an estimated
construction contract time schedule, using the latest version of Primavera or
SureTrak software in accordance with the State's Administrative Circular No.
17-93. The schedules shall indicate tasks, subtasks critical dates, milestones,
deliverables and review requirements in a format that depicts the
interdependence of the various items. The Engineer shall provide assistance to
State personnel in interpreting the schedules.
7. SUBCONSULTANT COORDINATION - The ENGINEER shall prepare and
execute contracts with sub -consultants, monitor sub -consultants activities (staff
and schedule), and review and recommend approval of sub -consultant invoices.
8. QA / QC SUBCONSULTANT ACTIVITIES - The ENGINEER will review
and coordinate work of sub -consultants to ensure quality products are delivered
to the State. The ENGINEER will also be responsible for the consistency and
coordination between plans developed by each sub -consultant on the design
team.
9. CONSTRUCTION SUPPORT - Construction Phase Services will be considered
extra work and ,ay be added as a supplemental agreement
Exhibit A 13 of 18 Rev.2/19/2008
F.M. 865 From F.M. 518 To Beltway 8
10. PROJECT ADMINISTRATION AND FILING - The ENGINEER will prepare,
distribute and file written and electronic correspondence The ENGINEER will
conduct and document phone calls and conference calls as required during the
project to coordinate the work for various team members. The ENGINEER will
maintain project files for the length of the project.
11. WORK AUTHORIZATION CLOSEOUT - The ENGINEER shall provide
CITY required documentation when notified in writing by the CITY that the
project is complete.
VIII. BRIDGE DESIGN (Function Code 170)
A. BRIDGE LAYOUTS
The ENGINEER shall prepare Bridge Layout plans and elevations for all bridge
types listed below in accordance with the latest editions of the State' s Bridge
Design Manual, Bridge Division Operation and Planning Manual, and Bridge
Detailer's Manual. The use of Type IV Beams is preferred No steel spans are
anticipated for this project.
Prior to commencing with the bridge layouts, the ENGINEER shall prepare a
Bridge Type and Cost report that documents the analyses comparing costs for each
bridge length versus pavement/embankment/retaining walls, to determine optimum
bridge lengths. The report will also provide a cost comparison of different bridge
types for each structure. The State will approve this analysis prior to preparation of
the bridge layouts.
The ENGINEER shall incorporate aesthetic design features of the bridges based on
TxDOT and City of Pearland requirements in the final design of bridge elements
B. FINAL DESIGN CALCULATIONS AND DETAILS
1. The ENGINEER shall make final design calculations and final detail drawings
for Hickory Slough Bridge in accordance with standard requirements of the
State All bridge design shall be in conformance with the latest edition of the
State' s Bridge Design Manual, Bridge Division Operation and Plannmg
Manual, Bridge Detailer` s Manual, and AASHTO Standard Specifications for
Highway Bridges. LRFD design shall not be required for this project The
ENGINEER' s designer and checker shall both check all calculations and initial
each page The ENGINEER shall submit for review all structural design
calculations and quantity calculations at the 95 % submittal. Final design and
details shall include the following•.
■ Perform calculations for design of bridge abutments and interior bents.
■ Perform calculations for bridge slab design.
Exhibit A 14 of 18 Rev.2/19/2008
F.M. 865 From F.M. 518 To Beltway 8
• Perform calculations to determine elevations of bridge substructures and
superstructure elements.
• Prepare necessary foundation details and plan sheets.
• Prepare plan sheets for abutment and interior bent design.
• Prepare framing plan and slab plan sheets.
• Compute and prepare tables for slab and bearing seat elevations, dead load
deflections, etc.
• Design beams and prepare beam design tables.
• Prepare bridge summary sheets.
• Prepare miscellaneous details as required
2. The ENGINEER shall prepare retaining wall layouts necessary at Hickory
Slough
3. The ENGINEER shall prepare bridge quantities, construction cost estimates,
specifications and special provisions in accordance with TxDOT procedures.
4. The ENGINEER shall identify and insert, as required, all applicable current
TxDOT standards. District Standards and/or miscellaneous details that have
been approved for use at other Districts shall be signed, sealed and dated by a
Registered/Licensed Engineer in Texas for use in the Houston District. In
addition, these details shall be accompanied by the appropriate general notes,
special specifications, special provisions and method of payment.
C. QUALITY ASSURANCE / QUALITY CONTROL
ENGINEER defined and State approved quality procedures shall be accomplished
and documented.
D. DEMOLITION / CONSTRUCTION SEQUENCING:
The ENGINEER shall review and evaluate the need for phased demolition for all
structures in the project limits and provide phased removal for the structures
Phased demolition of structures may be shown on removal plans and/or traffic
control plans. The ENGINEER shall review the as -built plans and perform any
necessary analysis to determine the structural integrity of any part of a structure that
would remain open to traffic.
1. The ENGINEER shall prepare temporary retaining wall layouts as necessary at
Clear Creek and Hickory Slough to allow the stage construction of the
structures.
Exhibit A 15 of 18 Rev.2/19/2008
F.M. 865 From F.M. 518 To Beltway 8
Special Services Items:
I. ROUTE AND DESIGN STUDIES (Function Code 110)
A. ADDITIONAL GEOTECHNICAL INVESTIGATIONS
The ENGINEER will provide additional geotechnical services in connection with
soil borings required for the proposed retaining walls and additional depth storm
sewer. The ENGINEER shall be responsible for providing soil pressures,
capacities, and settlement for foundation and retaining wall design at each retaining
wall location. The ENGINEER will provide geotechnical recommendations for the
design of retaining walls
B. GEOTECHNICAL BORINGS.
The Engineer shall determine the location of proposed soil borings for bridge
design, embankment settlement analysis, retaining walls, slope stability and along
storm sewer alignment The State will review and provide recommendation for a
boring layout submitted by the Engineer showing the general location and depths of
the proposed borings. Once the Engineer receives the State' s recommendations
they shall perform soil borings (field work), soil testing and prepare the soil borings
in accordance with Houston District' s procedures. The Engineer shall prepare a
geotechmcal report to include soil boring locations, soil boring logs, signed, sealed
and dated for insertion into plans lab test results, design capacity curves including
skin friction and point bearings for piling and drilled shaft foundations.
H. PUBLIC INVOLVEMENT (Function Code: 120)
A. PUBLIC HEARING
After completion and preliminary approval of the revised Draft Final Environmental
Assessment and the approval of the schematic design by the State and FHWA, the
ENGINEER will assist TxDOT in preparmg information and exhibits for the public
hearing. This hearing will be conducted by TxDOT.
III. ENVIRONMENTAL (Function Code: 120)
A. ENVIRONMENTAL PERMITTING
The ENGINEER will prepare and submit the appropriate Section 404 and 401
Permit along with the required conceptual mitigation plan. Based on a review of the
drafty EA for this project it is assumed that a Nationwide Permit 14 (Linear
Transportation Projects) will be adequate for this project. An individual permit is
not included in the scope of work and would be considered an additional service.
Exhibit A 16 of 18 Rev.2/19/2008
F.M. 865 From F.M. 518 To Beltway 8
IV. RIGHT-OF-WAY SERVICES (Function Code 130)
A. ROW MAPS
The ENGINEER shall provided design and survey services for preparing right-of-
way maps and parcel exhibits with legal descriptions reflecting right-of-way takings
required for the project.
V. FIELD SURVEYING AND PHOTOGRAMMETRY (Function Code 150)
A. FIELD SURVEYING
The ENGINEER shall perform additional surveying services to document changes
in topography and provide additional information where needed.
The Engineer shall provide supplemental field surveying services necessary to
verify the Digital Terrain Model (DTM), produce topographic maps, establish the
project baseline on the ground, locate and tie existing utilities to the project
baseline update topography and to complete/extend the original main lane cross
sections if deemed necessary. Coordinate geometry shall be based on and tied into
State plane surface coordinate system. During all surveying operations the traffic
shall be controlled in accordance with the latest edition of the Texas Manual on
Uniform Traffic Control Devices -Part IV.
It shall be the responsibility of the Engineer to secure permission to enter private
property for the purpose of performing any surveying and or soil boring activities.
In pursuance of the State's policy with the general public, the Engineer shall not
commit acts which will result in damages to private property and the Engineer will
make every effort to comply with the wishes and address the concerns of private
property owners.
1. GROUND TOPOGRAPHY
The Surveyor shall label and describe all structure and surface elements in the
actual 3D Micro -Station Planimetric Graphic file.
• Provide topographic information for the proposed detention pond located on
the Westside of Cullen Parkway south of Clear Creek to be used for design
purposes.
• Provide topographic information for the south end of the existing detention
pond located 1700-feet east of Cullen Parkway along and north of Hickory
Slough to be used for design of modifications to the pond.
• Obtain topographic information info at top of bank locations in cemeteries
and at the commercial sites near the intersection of F.M. 518.
Exhibit A 17 of 18 Rev.2/19/2008
F.M. 865 From F.M. 518 To Beltway 8
■ Obtain topographic information of newly constructed high school storm
sewer at outfall location near right-of-way.
2. ADDITIONAL SURVEYING
■ Boundary Survey on proposed Hickory Slough detention pond site.
■ Stake 10 core boring locations.
■ Setting Benchmark locations along the roadway.
■ Obtain existing bridge pile and column locations to determine the phasing
alternatives (i.e.: removing a bridge portion) during construction.
I:\Proposal\2008\100-125\08-I08\Exhibit-A Cullen Scope.doc
Exhibit A 18 of 18 Rev.2/I9/2008
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ENGINEERING BUDGET
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Date:2/11 /2008
TECH
CAD
Admin
Hrs/Task
Fee/Task
l
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00
0
0
0
4
4
$484.00
•
0
16
16
$1,376.00
•
0
0
0
0
$0 00
l
•
•
•
30.6%
5.6%
22.2%
0.0%
12
28
32
72
$1,816.00
$3,536.00
$3,362.00
Task Total I
$8,714.00
•
i
TECH
0
12
CAD
0
5
12 8
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11.7%
F
•
•
1-
1
0
24
24
24
4
2
4
4
16
16
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16
16
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4
16
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Admin
0
0
0
0
0
Hrs/Task
43
36
5'
57
0 1---- 57
0 l . 57
0
0
0
106
$12,826.00
32.5%
101
$8,686.00
31.0%
0
$0 00
0.0%
32"
24
Fee/Task I
$0.00
$5,266.00 1
$4,208.00
$532.00 1
$6;532.00
$6,532.00 1
$6,532 00 l
$3,488.00_i
$2338.00 ' l
15
326',
Task Total I
$37,226.00
TECH
CAD
Admin
•
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•
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6.2%
8
4
8
0
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6
22
$2,662.00
22.2%
•
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•
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8
12
$1,032.00
12.1%
•
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MAP EXHIBIT 1
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F.M. 865 From F.M. 518 To Beltway 8
EXHIBIT A
SERVICES TO BE PROVIDED BY THE ENGINEER
Bury+Partners-Hou, Inc. (ENGINEER) shall provide the necessary engineering and technical
services for the completion of the plans, specifications and estimates (PS&E) for the widening
of Cullen Parkway(F.M. 865) main lanes from F.M. 518 to the proposed McHard Road
extension/C.R. 106/Brookside Road, and a section at Beltway 8 in Harris and Brazoria
Counties. The schematic developed by the Bury+Partners team will be utilized as the basis for
development of the PS&E. The length of widening along Cullen Parkway in this project is
approximately 1.6 miles.
The construction plan set for this project will contain the required drawings and details
pertaining to grading, paving, bridges, illumination, drainage, and waterline facilities. The
above -described plan set will be prepared in English units, and shall be suitable for the bidding
and award of a contract through the State's (TxDOT's) construction contracting system.
Design services related to the design and plan production for this project will be performed in
accordance with the latest available TxDOT manuals from the design collection located on the
TxDOT website. The roadway will be designed based on 4R design criteria. If a special
specification or provision is needed for this project, it shall be approved for statewide use or
written in TxDOT's standard format and, to the extent possible, incorporate references to
TxDOT test procedures.
The ENGINEER will establish a roadway geometric model and perform earthwork and paving
quantity calculations using GEOPAK. The CADD and GEOPAK criteria files, which
comprises of the geometric model, shall be provided to TxDOT at the completion of the
project. This project will be developed using Microstation version 8 and Geopak 2004.
Hydraulic designs and calculations for culverts and bridge hydraulics will be performed with a
PC -based hydraulic model such as HECRAS, CULVERT, WinStorm, Geopak Drainage,
Culvert Master or other hydraulic model approved in advance by the State Manual calculation
checks of culvert hydrauhcs will be performed on specific structures at the request of the
district hydraulic engineer. The culverts will be sized to accommodate run-off from the subject
roadway and run-off from outside the project limits.
Basic Services Items:
I. ROUTE AND DESIGN STUDIES (Function Code 110)
A. DATA COLLECTION
1. DATA COLLECTION - The ENGINEER will gather and review available data for
Cullen Parkway and adjacent areas and roadways. Data collection should be
coordinated with TxDOT's Brazoria County area office.
Exhibit A
1 of 17 Rev.2/11/2008
BURY+ PARTNERS
F.M. 865 From F.M. 518 To Beltway 8
2. FIELD RECONNASAINCE - The ENGINEER will perform field investigations to
gather information for the further development of the construction plans. It is
anticipated that this will require additional trips to the project site to gather photos,
coordinate with TxDOT, investigate drainage outfalls etc.
3. DESIGN CONCEPT CONFERENCE. The ENGINEER, in cooperation with the
State shall plan, attend and document a Design Concept Conference (DCC)
Personnel from the State's Houston District will participate. The conference will
provide for a brainstorming session in which decision makers, stakeholders and
technical personnel may discuss and agree on:
• Roadway and drainage design parameters
• Engineering and environmental constraints
• Project development schedule
• Other issues as identified by the State
II. UTILITIES (Function Code 130)
The ENGINEER will develop existing utility layouts and verify all existing utilities.
Utilities will be researched and located in the field. The ENGINEER shall identify and
coordinate with all utility companies for relocations required within these construction
easements and/or right -of entries.
The utility relocation layout sheets are applicable when relocation of existing utilities will
be included in the construction plans. Since these sheets will most likely be developed by
either a local public agency or utility company, there are no recommended guidelines for
the content.
The Engineer shall perform their work in accordance with the State's Utility
Accommodation Policy, and the Houston District's The TxDOT Utility Cooperative
Management Process. The Engineer shall prepare drawings early in the design phase
(30%) to be used as exhibits in utility agreements. The exhibits shall be prepared using
English units The Engineer shall show existing utilities, including those In conflict with
construction on this project. The Engineer shall prepare plans to avoid or minimize
utility adjustments, where feasible. The Engineer shall implement The TxDOT Utility
Cooperative Management Process and is responsible for sending out notices, with copies
of exhibits and plans, including all milestone submittals.
The Engineer shall determine prior to 30 percent milestone submittal if Subsurface Utility
Engineering (SUE) will be required for this project. If SUE work is required, the State
will perform these services.
The Engineer shall compile, maintain and update a Utility Conflict List within its design
section. The Engineer shall provide the most current copy of the conflict list to the State
at each milestone submittal, and shall be responsible for coordination with utility
companies to resolve conflicts. The Utility Conflict List shall identify the owner of the
facility, the contact person (with address and telephone number), location of conflict
(station and offset), type of facility, expected clearance date, status, effect on
construction and type of adjustment necessary.
Exhibit A
2 of 17 Rev.2/11/2008
BURY+ PARTNERS
F.M. 865 From F.M. 518 To Beltway 8
A. UTILITY COORDINATION
1. UTILITY MEETINGS — The ENGINEER will organize and attend utility
meetings to present plan information and answer questions about the project.
2. UTILITY LAYOUT SHEETS — Utility Layout Sheets will be prepared at a
scale of 1" =100 (11' x17 ' sheet). These plan sheets will clearly indicate the
existing utilities located within the roadway corridor.
III. ROADWAY DESIGN CONTROLS (Function Code 160)
A. MISCELLANEOUS PLANS
1. TITLE SHEET - Project title sheet will be completed as required for the
construction plans.
2. INDEX OF SHEETS - The ENGINEER will complete the detailed index of
sheets that shows each sheets location in the plan set, as well as its
corresponding sheet number. This index will be updated throughout the
submittal process to allow for easier reference during the review process.
3. PROJECT LAYOUT - Project layout sheets will be completed at a scale of
l' =200' that clearly indicate the limits of the entire project.
4. BENCHMARK LAYOUT - Benchmark Layout sheets will be completed at a
scale of 1" =200' that clearly indicate the benchmark location and associated
control information. These sheets will later be sealed by a RPLS for submittal.
B. ROADWAY PLANS & GEOMETRY
1. PROPOSED TYPICAL SECTIONS - Proposed typical sections will be
completed depicting the improvements to Cullen Parkway.
2. EXISTING TYPICAL SECTIONS - Existing typical sections will be completed
depicting the existing conditions of the project roadways, according to
information provided by the CITY and State.
3. MA1NLANE ROADWAY PLAN AND PROFILES - Mainlane roadway plan
and profile sheets will be completed depicting the proposed construction of
Cullen Parkway. Roadway plan and profiles for mainlanes, and cross streets
will be prepared at a scale of 1" =100' H and 1" =10' V.
4. CROSS STREET PLAN AND PROFILES — None anticipated.
Exhibit A
3 of 17 Rev.2/1 1/2008
BURYPARTNERS
F.M. 865 From F.M. 518 To Beltway 8
5. HORIZONTAL ALIGNMENT DATA SHEET - A horizontal alignment data
sheet will be prepared depicting the horizontal geometric information for the
project roadways to be included in the construction plan set.
6. SUPERELEVATION DATA SHEET - The ENGINEER will develop
Superelevation Data Sheets to be included in the construction plan set. These
sheets will define the pavement cross slopes for individual roadway alignments
and describe transition locations and values.
7. CONTOUR LAYOUTS - Contour layouts will be prepared at a scale of 1" = 50'
for areas of the project requiring grading information It is anticipated that these
sheets will be required in the location of the Hickory Slough Bridge area to
more clearly define grading limits.
8. REMOVAL PLANS - The ENGINEER shall provide plan sheets of pavement
removal to a 1 ' =100' scale. Removal sheets shall indicate pavement and other
pertinent items to be removed with sufficient detail to assure Contractor will
have no problems understanding the intentions. Description of removal item
including material shall be included. Items shall be dimensioned.
9. PEDESTRIAN FACILITIES - The ENGINEER shall coordinate with the CITY
to incorporate pedestrian facilities as required. All pedestrian facilities must be
designed in accordance with ADAAG, TAS and AASHTO Bike guidelines.
Plans will show sidewalk location, alignment information and grade breaks (for
sidewalk not adjacent to the back of curb) and information at driveways within
the project limits. Sidewalks not adjacent to curbs will be shown on a 1" =40'
Plan & Profile sheet (double banked) with all geometric information contained
only on these sheets. It is not anticipated that the pedestrian facilities in this
project will require signage or striping. It is intended that the effort will be
involved in developing sidewalk location information only Geometric
computations and sections/details will be included.
C. GRADING AND DETAILS
1. CROSS SECTIONS - Design cross sections will be completed at 50-foot stations
and other locations as necessary for the determination of cut and fill quantities.
These sections will also be used to further refine the design vertical geometry.
Cut and fill quantities determined from the design cross sections will be shown
on the plan/profile sheets. Cross sections will not be developed as a deliverable
for phased TCP.
2. DRIVEWAY DETAILS - Driveway details will be prepared for each driveway
along the project corridor. When possible these driveways will be defined in a
tabular format. Unique driveways will require individual details defining their
construction.
Exhibit A
4 of 17 Rev.2/11/2008
BURY PARTNERS
F.M. 865 From F.M. 518 To Beltway 8
3. DRIVEWAY PROFILES — The ENGINEER will develop driveway profiles as
required for the project. These profiles will be developed to show driveway tie-
back slopes, as well as limits for contractor s information.
The Engineer shall be responsible for identifying and delineating temporary
construction easements in areas outside the State's ROW
4. ROADWAY DETAILS - Miscellaneous roadway detail sheets will be developed
for the project. The sheets will depict details required that are not defined in
TxDOT standard detail sheets. Statewide or Houston District standards will be
used for the project whenever possible.
IV. DRAINAGE (Function Code 161)
A. IMPACTS ANALYSIS
1. Drainage Design Recommendations The ENGINEER will use the drainage
study and hydrology/hydraulic models entitled Drainage and Impact Analysis
Report for Cullen Parkway Widening as the basis for design. The ENGINEER
will recommend minimum main lane profile elevations within the 100-year flood
plain of Hickory Slough and Clear Creek based on multiple frequency water
surface profiles from the 2-year up to and including the 100-year storm events
The ENGINEER will recommend design storm events for hydrologic and
hydraulic analyses to meet TxDOT and City of Pearland drainage criteria and
maintain consistency with the adjacent area. The ENGINEER shall review the
CLOMR for Hickory Slough and Clear Creek and utilize the HECRAS models
for modeling the proposed Cullen Parkway mainlane impacts.
B. SCOUR ANALYSIS
1. It is not anticipated that this project will require a scour analysis.
C. STORM SEWER DESIGN
The Engineer shall develop design details that minimize the interference with the
passage of traffic or incur damage to the highway and local property. The Engineer
shall provide layouts, drainage area maps, and design of all drainage components.
The Engineer shall design all conventional storm drainage and cross drainage in
conformance with the latest edition of State Hydraulic Manual Houston District
criteria, and any specific program guidance provided by the State. Storm drain
design shall be performed using WinStorm or GEOPAK Drainage. Cross drainage
design shall be performed using THYSYS, THYSYS CULVERT, HEC 2 or HEC
RAS. When oversized storm drains are used for detention, the Engineer shall
evaluate the hydrauhc gradeline throughout the whole system, within project limits,
for the design frequency(ies) and make necessary system adjustments for
Exhibit A
5 of 17 Rev.2/I 1/2008
BURY+ PARTNERS
F.M. 865 From F.M. 518 To Beltway 8
conformance to program criteria. The Engineer shall coordinate with the State any
proposed changes to the detention systems The State will assess the effects of such
changes on the comprehensive drainage studies. The Engineer shall coordinate with
the State and designers of adjacent projects to check that all proposed drainage
systems accommodate the proposed construction phasing plan
1. DRAINAGE AREA MAPS - The ENGINEER shall prepare drainage area maps
for proposed cross drainage culverts, major creek crossings (excluding bridge
structures designed by others), and proposed storm drain systems. These
drainage area map sheets shall consist of the drainage areas, runoff coefficients,
time of concentration and all other information determined necessary by the
ENGINEER. Specific information for storm drain systems shall be Hydraulic
Data Sheets as input/output data from WINSTORM. Drainage area maps will
be finalized at a scale of 1" =100' . These maps will depict drainage area
boundaries and flow direction arrows Each area will be identified with a unique
number to be used to find run-off information from the calculation sheets.
2. RUN-OFF AND INLET COMPUTATIONS - Run-off to each inlet and inlet
hydraulic information will be calculated in accordance with TxDOT's Hydraulic
Manual and shown on the run-off and inlet computation sheets in WinStorm
format.
3. STORM SEWER COMPUTATIONS - Storm sewers will be analyzed and
computations will be prepared for the storm sewer design in WinStorm format.
4. STORM SEWER PLAN AND PROFILES - Storm Sewer plan and profile
sheets will be completed depicting locations of inlets manholes, storm sewers,
culverts, utilities, channel improvements, and ditch locations and flowlmes as
required. These sheets will be prepared at a scale of 1 ' =100' . Storm sewer
profiles will be prepared at a scale of 1' =100' H and 1 =10 V. Storm sewer
profiles will show pipe size and type, slope, existing and proposed ground lines
above the pipe, pertinent hydraulic information, and locations and sizes of inlets
and junctions.
5. LATERAL PROFILES - Lateral profile sheets will be developed for the project
storm sewer systems. These sheets will be developed at a scale of 1" =50 H
and 1" =10' V.
6. DITCH LAYOUTS - The ENGINEER will prepare a tabular ditch layout
schedule that depicts pertinent information about the roadside ditch geometry
and design. This table will include station, offset, flow line elevation, ditch
lining material, as well as ditch bottom width. The tables will be shown on the
drainage plan sheets.
Exhibit A
6 of 17 Rev.2/ 11 /2008
BURY + PARTNERS
F.M. 865 From F.M. 518 To Beltway 8
7. DRAINAGE DETAILS - The ENGINEER shall provide drainage design details
for ` non-standard" drainage structures in instances where TxDOT standard
details cannot be utilized. The ENGINEER shall use TxDOT standard details
where practical.
8. TRENCH PROTECTION DETERMINATION - The ENGINEER will identify
areas within the construction of the storm sewer and culvert construction that
will require trench protection or special shoring.
D. SW3P AND EROSION CONTROL
1. EROSION CONTROL PLANS - Erosion control plans will be prepared for the
length of project. Temporary storm water management devices will be needed to
minimize the sediment runoff during construction of this project. The anticipated
design components to be utilized on this project are silt fence, sand bags, rock
filter dams sediment traps, and construction exits. One temporary erosion
control plan will be developed with notes that indicate that the contractor is
responsible for phasing the devices along with the construction sequencing.
Permanent erosion control measures will be included on these sheets as well.
2. SW3P - A Storm Water Pollution Prevention Plan (SW3P) will be prepared for
this job in accordance with TCEQ regulations. These sheets will consist of the
TxDOT SW3P text sheets that summarize erosion control measures.
3. EROSION CONTROL DETAILS - Erosion control details will be prepared for
any related items that are not covered by TxDOT standard details.
E. WATER QUALITY AND DETENTION
1. DETENTION — Based upon the `Drainage and Impact Analysis Report for
Cullen Parkway Widening ' , it has been determined that detention facilities are
required for this project. The ENGINEER shall provide detention facility
layouts, profile, and details for constructing a new detention pond for the outfall
to Clear Creek and modifications to the detention facility on Hickory Slough.
The proposed work includes excavation, grading, embankment, drainage,
hydraulic structures and erosion control plans.
V. SIGNING, MARKINGS AND SIGNALIZATION (Function Code 162)
A. SIGNING AND PAVEMENT MARKINGS
1. SIGNING AND PAVEMENT MARKING LAYOUTS - Pavement marking
layouts will be prepared at a scale of 1 ' =100' . Main lane and frontage road
signs and markings will be shown all on one plan sheet Sheets will be prepared
for Cullen Parkway main lanes. These layouts will depict striping and delineator
Exhibit A
7 of 17 Rev.2/ 11 /2008
BURY+ PARTNERS
F.M. 865 From F.M. 518 To Beltway 8
type and location, as well as MBGF location, lengths, and end treatments Each
sign will have a corresponding number that will relate that sign to the sign
summaries.
2. PAVEMENT MARKING DETAILS - Pavement marking details will be
prepared for instances in which the State's signing and striping standards do not
apply or are not appropriate.
3. SMALL SIGN DETAILS - Detail sheets for small signs will be prepared for
non-standard signs. This sheet is intended to show the overall dimensions of the
signs by determining letter size and spacing. Details will not be to scale.
B. SIGNALIZATION
Develop final design plans technical specifications, and construction cost estimates
for new signals and/or modifications to existing signals at the following locations•
•
•
•
•
•
Cullen Parkway at F.M. 518
Cullen Parkway at Freedom Drive
Cullen Parkway at C.R. 403 (Hughes Ranch Road)
Cullen Parkway at the proposed McHard Road Extension C.R.106
Cullen Parkway at Beltway 8
The work will include design engineering for each of the locations described above.
Preliminary design plans shall form the basis for the final design. Detailed drawings
will be prepared for review by the City of Pearland and TxDOT, as necessary.
1. TRAFFIC WARRANT STUDIES. The Engineer shall identify and prepare
Traffic Signal warrant studies to include traffic counts, for justification the
existing, proposed and/or temporary traffic signals at:
•
•
•
•
•
Cullen Parkway at F.M. 518
Cullen Parkway at Freedom Drive
Cullen Parkway at C.R. 403 (Hughes Ranch Road)
Cullen Parkway at the proposed McHard Road Extension C.R.106
Cullen Parkway at Beltway 8
Based upon the results of the Traffic Warrant Studies, the Engineer shall identify
and prepare Traffic Signal Plans for all warranted traffic signal
2. TRAFFIC SIGNAL LAYOUT - Show intersection layout showing signal
pole/mast arm locations, conduit runs, loop detectors, lanes, and signal head
arrangements, etc. Summary tables including all signal bid items should be
Exhibit A
8 of 17 Rev.2/I 1/2008
BURY+ PARTNERS
F.M. 865 From F.M. 518 To Beltway 8
shown for each signalized intersection. Traffic signal layouts shall be developed
on separate sheets from other roadway details with a 1" =20" scale to show
intersection layout detail. Signal Layout sheet will show signs and pavement
markings as well as intersection geometry.
3. TRAFFIC OPERATION SHEET - Show traffic signal phasing and related
information.
4. TRAFFIC SIGNAL DETAILS - Include sheets for any supplemental or non-
standard details.
5. TRAFFIC SIGNAL STANDARDS - Include apphcable standard traffic signal
sheets.
6. SIGNAL INTERCONNECT SYSTEM - To achieve improved traffic flow
along Cullen Parkway, it is proposed that a wireless interconnect system be
provided for the signals. The proposed system will be in accordance with City
of Pearland and TxDOT standards, as required.
VI. MISCELLANEOUS ROADWAY (Function Code 163)
A. RETAINING WALLS
The ENGINEER shall prepare retaining wall plans for locations indicated on the
schematic layout developed for this project. The ENGINEER shall prepare all
plans, elevations, and details necessary for the construction of the retaining walls.
1. INVESTIGATE WALL TYPE - The ENGINEER will investigate each wall
location and determine what the most suitable wall type is for each application.
2. RETAINING WALL LAYOUTS - The ENGINEER shall prepare retaining wall
layouts at a max scale of 1 ' = 40' . The layouts will show plan and profile views
of the retaining wall.
3. RETAINING WALL DETAILS — The ENGINEER will prepare structural
details for non-proprietary wall designs (Le. Tie -back, soil nailed drill shaft).
4. CONNECTION DETAILS - The ENGINEER will provide connection details
for the retaining walls at bridge abutments.
B. TRAFFIC CONTROL PLAN
1. CONSTRUCTION SEQUENCE - The ENGINEER will prepare a sequence of
construction and traffic handling scheme. This plan will be presented to the
TxDOT District Traffic Control Safety Review Committee and to the City to
obtain approval. The ENGINEER will be responsible for incorporating the
Exhibit A
9 of 17 Rev.2/ 11 /2008
BURY+PARTNERS
F.M. 865 From F.M. 518 To Beltway 8
comments of the Safety Review Committee in the traffic control plans.
Additional scope of services for items such as public presentations of the traffic
handling plan or any additional meetings will be handled through a supplemental
agreement to this scope of services.
2. The ENGINEER shall be responsible to coordinate with the State in scheduling
a Traffic Control Workshop and submittal of the TCP for Safety Review Team
(SRT) approval. The Engineer shall assist the State in coordinating mitigation of
impacts to adjacent schools, emergency vehicles, pedestrians, bicyclists and
neighborhoods.
3. TCP TYPICAL SECTIONS - Traffic control typical sections will be prepared
for each stage of the construction sequence to clearly delineate the position of
the existing traffic with respect to the proposed construction. Temporary traffic
barriers and pavement markings will also be shown and dimensioned.
4. TCP OVERVIEW PLANS — The ENGINEER will develop overview plans for
each stage of traffic control. These plans will act as key maps for each phase of
TCP and shall be developed at a 1" =400' scale.
5. ADVANCED WARNING SIGN LAYOUTS - The ENGINEER will prepare
1' =400' plan layouts of all advance warning signs for Cullen Parkway and all
cross streets.
6. TRAFFIC CONTROL PLANS - Detailed traffic control plans will be prepared
at a scale of 1' =100' . These plans will be developed based on the State's
approval of the conceptual plans developed at the schematic design level. This
plan will describe the maintenance of traffic and sequence of work for each
phase of the proposed construction. Detour alignments, location of work areas,
temporary paving, temporary shoring, signing, barricades and other details will
be required to describe the traffic control plan. The ENGINEER will be
required to ensure that proper drainage can be maintained during each phase of
construction.
7. DETOUR LAYOUTS - Detour layouts will be prepared showing plan &
profiles where required to define the geometry for detours required in the traffic
control plans. When widening is required that can be defined based on existing
pavement slopes a detour profile will not be prepared. These layouts will be
prepared at a scale of 1' =100' H and 1' =10' V.
8. TCP DETAILS - Traffic control details will be developed for items not covered
by State standard drawings.
Exhibit A
10 of 17 Rev.2/ 11 /2008
BURY+ PARTNERS
F.M. 865 From F.M. 518 To Beltway 8
9. CONSTRUCTION SCHEDULE - An Engineer's opinion of construction
schedule will be computed in order to determine an approximate duration for
each of the phases of construction.
C. ILLUMINATION
1. CONTINUOUS LIGHTING LAYOUTS - The ENGINEER shall prepare plans
and details for continuous lighting from FM 518 to future McHard Road and
C.R.106 and at Beltway 8. Layout sheets for illumination will be prepared at a
scale of 1" =100' and include pole locations, types of hghting Circuit data,
summary of quantities and details necessary to carry out the work. Lighting
poles, fixtures, and attachment details shall be designed per the Green Ribbon
report recommendations, TxDOT criteria and standards
2. SAFETY LIGHTING - The ENGINEER will indicate safety lighting for at
grade intersections along the project corridor.
3. ELECTRICAL CIRCUIT PLANS - The ENGINEER shall provide electrical
circuit plans and details for the roadway lighting systems within the project
limits.
4. POWER SOURCE IDENTIFICATION - The ENGINEER will coordinate with
the CITY in identifying power sources conduit runs, and will show them on the
project plans. The ENGINEER shall identify potential overhead utility conflicts,
and coordinate with the CITY and the utility company to help resolve the
conflicts.
D. QUANTITIES AND SUMMARY SHEETS
Quantities will be tabulated and summary sheets prepared for the following: Traffic
Control (per each phase), Earthwork, Roadway, Retaining Walls, Removal,
Pavement markings, Small / Large Signs, Illumination, Erosion Control and SW3P,
Drainage related items including inlets, manholes and storm sewer pipes.
E. STANDARDS, SPECIFICATIONS AND ESTIMATE
1. STANDARDS - The ENGINEER will download the appropriate TxDOT
standards for the project from the State's web site. Standards that require
modification will be corrected and sealed by the ENGINEER. All other
standards will have their title blocks filled out with the applicable project data
and printed for inclusion in the final plan set. The ENGINEER will utilize
Houston District Standards were applicable.
2. SPECIFICATIONS - A tabulation of applicable specifications, special
specifications and special provisions will be prepared for submission with the
final PS&E package.
Exhibit A
11 of 17 Rev.2/11/2008
BURY+ PARTNERS
F.M. 865 From F.M. 518 To Beltway 8
3. GENERAL NOTES - The ENGINEER will review general notes provided by
the State for applicability to the project. The ENGINEER will mark-up a set and
return it to the State for their inclusion in the final plan set. The ENGINEER
will work with TxDOT to complete the basis of estimate prior to beginning
quantity calculations.
4. PRELIMINARY COST ESTIMATE - An engineer's opinion of probable
construction cost will be prepared at the 60% and prior to final PS&E submittal,
and supplied to the State in Microsoft Excel format. Opinion of probable cost
will be broken out for each CSJ, as well as per each bridge class structure.
VII. PROJECT MANAGEMENT (Function Code 164)
1. INVOICING / PROGRESS REPORTS - The ENGINEER will create monthly
invoices and prepare monthly progress reports for submission to the CITY for
all requests for payment.
2. PROJECT SCHEDULE - A detailed project schedule will be developed and
updated every month for submittal to the CITY. The schedule submittals shall
be hard copy and electronic format, e-mail is an acceptable means of submittal.
3. REVIEW MEETINGS - The ENGINEER will meet on a regular basis with both
the City and the State to review project progress. It is anticipated that the
ENGINEER and the CITY will meet once a month. The ENGINEER shall
provide meeting summaries within a timely manner of the meeting to all
attendees.
4. INTERNAL MEETINGS - The ENGINEER will have internal meetings with
the consultant design team every two weeks for the length of the project. It is
assumed that these meetings will include key personnel from each discipline and
will be required to discuss and resolve project issues.
5. TxDOT REVIEW SUBMITTALS - The Engineer shall make submittals for
TxDOT review, at the 30, 60, 90, and 100 percent completion stages and in
accordance with the latest State policies and procedures. The submittals shall
consist of four (4) 11"x17' paper sets. The Engineer shall reply to each
comment either within the plan set or by separate cover letter. The Engineer
shall make all agreed upon changes to the submitted documents before the next
scheduled submittal.
6. CONSTRUCTION SCHEDULE - The ENGINEER shall prepare an estimated
construction contract time schedule, using the latest version of Primavera or
SureTrak software in accordance with the State's Administrative Circular No.
Exhibit A
12 of 17 Rev.2/I 1/2008
BURY+ PARTNERS
F.M. 865 From F.M. 518 To Beltway 8
17-93. The schedules shall indicate tasks, subtasks critical dates, milestones,
deliverables and review requirements in a format that depicts the
interdependence of the various items. The Engineer shall provide assistance to
State personnel in interpreting the schedules.
7. SUBCONSULTANT COORDINATION - The ENGINEER shall prepare and
execute contracts with sub -consultants, monitor sub -consultants activities (staff
and schedule), and review and recommend approval of sub -consultant invoices.
8. QA / QC SUBCONSULTANT ACTIVITIES - The ENGINEER will review
and coordinate work of sub -consultants to ensure quality products are delivered
to the State. The ENGINEER will also be responsible for the consistency and
coordination between plans developed by each sub -consultant on the design
team.
9. CONSTRUCTION SUPPORT - Construction Phase Services will be considered
extra work and ,ay be added as a supplemental agreement
10. PROJECT ADMINISTRATION AND FILING - The ENGINEER will prepare,
distribute and file written and electronic correspondence. The ENGINEER will
conduct and document phone calls and conference calls as required during the
project to coordinate the work for various team members. The ENGINEER will
maintain project files for the length of the project.
11. WORK AUTHORIZATION CLOSEOUT - The ENGINEER shall provide
CITY required documentation when notified in writing by the CITY that the
project is complete.
VIII.BRIDGE DESIGN (Function Code 170)
A. BRIDGE LAYOUTS
The ENGINEER shall prepare Bridge Layout plans and elevations for all bridge
types listed below in accordance with the latest editions of the State s Bridge Design
Manual Bridge Division Operation and Planning Manual, and Bridge Detailer's
Manual. The use of Type IV Beams is preferred. No steel spans are anticipated for
this project.
Prior to commencing with the bridge layouts, the ENGINEER shall prepare a
Bridge Type and Cost report that documents the analyses comparing costs for each
bridge length versus pavement/embankment/retaining walls, to determine optimum
bridge lengths. The report will also provide a cost comparison of different bridge
types for each structure. The State will approve this analysis prior to preparation of
the bridge layouts.
Exhibit A
13 of 17 Rev.2/11/2008
BURY+PARTNERS
F.M. 865 From F.M. 518 To Beltway 8
The ENGINEER shall incorporate aesthetic design features of the bridges based on
TxDOT and City of Pearland requirements in the final design of bridge elements.
B. FINAL DESIGN CALCULATIONS AND DETAILS
1. The ENGINEER shall make final design calculations and final detail drawings
for Hickory Slough Bridge in accordance with standard requirements of the
State. All bridge design shall be in conformance with the latest edition of the
State's Bridge Design Manual, Bridge Division Operation and Planning Manual,
Bridge Detailer's Manual, and AASHTO Standard Specifications for Highway
Bridges. LRFD design shall not be required for this project. The ENGINEER's
designer and checker shall both check all calculations and initial each page. The
ENGINEER shall submit for review all structural design calculations and
quantity calculations at the 95 % submittal. Final design and details shall include
the following*
• Perform calculations for design of bridge abutments and interior bents.
• Perform calculations for bridge slab design.
• Perform calculations to determine elevations of bridge substructures and
superstructure elements.
• Prepare necessary foundation details and plan sheets.
• Prepare plan sheets for abutment and interior bent design.
• Prepare framing plan and slab plan sheets.
• Compute and prepare tables for slab and bearing seat elevations, dead load
deflections, etc.
• Design beams and prepare beam design tables.
• Prepare bridge summary sheets.
• Prepare miscellaneous details as required
2. The ENGINEER shall prepare retaining wall layouts necessary at Hickory
Slough.
3. The ENGINEER shall prepare bridge quantities, construction cost estimates,
specifications and special provisions in accordance with TxDOT procedures.
4. The ENGINEER shall identify and insert, as required, all applicable, current
TxDOT standards. District Standards and/or miscellaneous details that have
been approved for use at other Districts shall be signed, sealed, and dated by a
Registered/Licensed Engineer in Texas for use in the Houston District. In
addition, these details shall be accompanied by the appropriate general notes,
special specifications, special provisions and method of payment.
Exhibit A
14 of 17 Rev.2/11/2008
BURY+PARTNERS
F.M. 865 From F.M. 518 To Beltway 8
C. QUALITY ASSURANCE / QUALITY CONTROL
ENGINEER defined and State approved quality procedures shall be accomplished
and documented.
D. DEMOLITION / CONSTRUCTION SEQUENCING:
The ENGINEER shall review and evaluate the need for phased demolition for all
structures in the project limits and provide phased removal for the structures.
Phased demolition of structures may be shown on removal plans and/or traffic
control plans. The ENGINEER shall review the as -built plans and perform any
necessary analysis to determine the structural integrity of any part of a structure that
would remain open to traffic.
1. The ENGINEER shall prepare temporary retaining wall layouts as necessary at
Clear Creek and Hickory Slough to allow the stage construction of the
structures.
Special Services Items:
I. ROUTE AND DESIGN STUDIES (Function Code 110)
A. ADDITIONAL GEOTECHNICAL INVESTIGATIONS
The ENGINEER will provide additional geotechnical services in connection with
soil bormgs required for the proposed retaining walls and additional depth storm
sewer. The ENGINEER shall be responsible for providing soil pressures,
capacities, and settlement for foundation and retaining wall design at each retaining
wall location. The ENGINEER will provide geotechnical recommendations for the
design of retaining walls.
B. GEOTECHNICAL BORINGS.
The Engineer shall determine the location of proposed soil borings for bridge
design, embankment settlement analysis, retaining walls, slope stability and along
storm sewer alignment. The State will review and provide recommendation for a
boring layout submitted by the Engineer showing the general location and depths of
the proposed borings Once the Engineer receives the State's recommendations
they shall perform soil borings (field work), soil testing and prepare the soil borings
in accordance with Houston District's procedures. The Engineer shall prepare a
geotechmcal report to include soil boring locations, soil boring logs, signed, sealed
and dated for insertion into plans, lab test results, design capacity curves including
skin friction and point bearings for piling and drilled shaft foundations.
Exhibit A
15 of 17 Rev.2/11/2008
BURY+PARTNERS
F.M. 865 From F.M. 518 To Beltway 8
II. PUBLIC INVOLVEMENT (Function Code: 120)
A. PUBLIC HEARING
After completion and preliminary approval of the revised Draft Final Environmental
Assessment and the approval of the schematic design by the State and FHWA, the
ENGINEER will assist TxDOT in preparing information and exhibits for the public
hearing. This hearing will be conducted by TxDOT.
III. ENVIRONMENTAL (Function Code: 120)
A. ENVIRONMENTAL PERMITTING
The ENGINEER will prepare and submit the appropriate Section 404 and 401
Permit along with the required conceptual mitigation plan. Based on a review of the
Draft EA for this project it is assumed that a Nationwide Permit 14 (Linear
Transportation Projects) will be adequate for this project. An individual permit is
not included in the scope of work and would be considered an additional service.
IV. RIGHT-OF-WAY SERVICES (Function Code 130)
A. ROW MAPS
The ENGINEER shall provided design and survey services for preparing right-of-
way maps and parcel exhibits with legal descriptions reflecting right-of-way takings
required for the project.
V. FIELD SURVEYING AND PHOTOGRAMMETRY (Function Code 150)
A. FIELD SURVEYING
The ENGINEER shall perform additional surveying services to document changes
in topography and provide additional information where needed.
The Engineer shall provide supplemental field surveying services necessary to
verify the Digital Terrain Model (DTM), produce topographic maps, establish the
project baseline on the ground, locate and tie existing utilities to the project
baseline, update topography and to complete/extend the original main lane cross
sections if deemed necessary. Coordinate geometry shall be based on and tied into
State plane surface coordinate system. During all surveying operations the traffic
shall be controlled in accordance with the latest edition of the Texas Manual on
Uniform Traffic Control Devices -Part IV.
Exhibit A
It shall be the responsibility of the Engineer to secure permission to enter private
property for the purpose of performing any surveying and or soil boring activities.
In pursuance of the State's policy with the general public, the Engineer shall not
16 of 17 Rev.2/14/2008
BURY+ PARTNERS
F.M. 865 From F.M. 518 To Beltway 8
commit acts which will result in damages to private property and the Engineer will
make every effort to comply with the wishes and address the concerns of private
property owners.
1. GROUND TOPOGRAPHY
The Surveyor shall label and describe all structure and surface elements in the
actual 3D Micro -Station Planimetric Graphic file.
Provide topographic information for the proposed detention pond located on
the Westside of Cullen Parkway south of Clear Creek to be used for design
purposes.
Provide topographic information for the south end of the existing detention
pond located 1700-feet east of Cullen Parkway along and north of Hickory
Slough to be used for design of modifications to the pond.
Obtain topographic information info at top of bank locations in cemeteries
and at the commercial sites near the intersection of F.M. 518.
Obtain topographic information of newly constructed high school storm
sewer at outfall location near right-of-way.
•
•
•
•
2. ADDITIONAL SURVEYING
■ Boundary Survey on proposed Hickory Slough detention pond site.
■ Stake 10 core boring locations
Setting Benchmark locations along the roadway.
Obtain existing bridge pile and column locations to determine the phasing
alternatives (i.e.: removing a bridge portion) during construction.
•
•
I:\Proposal\2008\100-125\08-108\Exhibit-A Cullen Scope_2-1-2008.doc
Exhibit A
17 of 17 Rev.2/ 11 /2008
BURY + PARTNERS
Construction Cost Estimate
Cullen Parkway
Bury +Partners-Hou, Inc.
BURY +PARTNERS
Item:
Earthwork
CULLEN PARKWAY PROJECT (F.M. 518 TO MCHARD)
OPINION OF PROBABLE CONSTRUCTION COST
DATE: January 11, 2008
Quantity
Engineer's Estimate
Unit
Unit Cost
Total
1 Excavation
Miscellaneous
27,983
C.Y.
$8.00
$223,860.00
(Earthwork Total
$223,860.00
2 Stormwater Pollution Prevention Plan (SW3P)
3 Landscaping
4 Lighting - conventional
5 Sound wall (12-foot height)
6 Relocation of existing 16" and 24" waterlines
7 Utility relocation / lowering
8 Pipeline Adjustments (3 gas pipelines)
1.6
1.6
1.6
0
200
1
3.0
MI.
MI.
MI.
L.F.
L.F.
L.S.
EA.
$60,000.00
$30,000.00
$120, 000.00
$290.00
$115.00
$25,000.00
$300,000.00
$97,800.00
$48,900.00
$195,600.00
$0.00
$23,000.00
$25,000.00
$900,000.00
Demolition
9 Prep ROW
10 Remove existing asphalt pavement and base
11 Driveway removal
12 Remove & relocate signs and mailboxes
13 Remove structures (pipe culvert)
14 Remove existing bridle structures (one bridge)
15 Remove storm sewer manhole
16 Remove storm sewer inlet
17 Remove existing traffic signals and appurtenances
Paving
85.5
41,571
4,046
1
3,860
1
0
0
3
STA
S .Y.
S .Y.
LS.
L.F.
L.S.
EA.
EA.
EA.
$5,000.00
$6.00
$5.00
$15,000.00
$12.00
$50,000.00
$400.00
$300.00
$50,000.00
$427,500.00
$249,424.50
$20,230.00
$15,000.00
$46,320.00
$30,000.00
$0.00
$0.00
$150,000.00
jMisc Total
18 10" concrete pavement (continuously reinforced)
19 1" bond breaker asphalt stabilized base (38 lbs. per S.Y.)
20 6" cement treatment base (plant mix)
21 8" lime treatment/stabilize subgrade
22 8" hydrated lime stabilized subgrade (38.0 lbs. Per S.Y.)
23 6" concrete curb
24 Standard traffic signs, stop sign, street name, and pole
25 10' shared used trail (concrete pavement continuously reinforced)
26 10' shared used trail (6" Lime treatment/stabilize subgrade)
27 5' Sidewalk (with 1' brick pavers)
28 Driveway repair (concrete)
29 Tie to existing concrete pavement
30 Pavement Markings (striping)
79,066
2,189
83,184
83,184
2,189
32,500
1.6
10,400
11,326
4,033
1,528
8
1.6
S .Y.
TON
S.Y.
S .Y.
TON
L.F.
MI.
S .Y.
S .Y.
S.Y.-
S.Y.
L.S.
MI.
$42.00
$70.00
$10.00
$2.50
$120.00
$6.00
$18,000.00
$40.00
$4.50
$40.00
$38.00
$2,500.00
$30,000.00
$2,228,774.50
$3,320,772.00
$153,244.00
$831,844.00
$207,961.00
$262,704.00
$195,000.00
$29,340.00
$416,000.00
$50,965.20
$161,304.00
$58,045.00
$21,125.00
$48,900.00
CULLEN PARKWAY PROJECT (F.M. 518 TO MCHARD)
OPINION OF PROBABLE CONSTRUCTION COST
DATE: January 11, 2008
Item:
Engineer's Estimate
Quantity
Unit
Unit Cost
Total
31 Construction Traffic Handling (detours)
12,578
S.Y.
$50.00
$628,875.00
32 Handicap ramp
26
EA.
$1,300.00
$33,800.00
33 Traffic Control Plan
24
MO.
$20,000.00
$480,000.00
34 Temporary pavement
4,290
S.Y.
$40.00
$171,600.00
Paving Total
$7,071,479.20
Drainage
35 24" RCP
1,944
L.F.
$60.00
$116,640.00
$9,000.00
36 30" RCP
100
L.F.
$90.00
$201,250.00
37 36" RCP
1,610
L.F.
$125.00
$12,500.00
38 48" RCP
50
L.F.
$250.00
39 5'x4' Box Culvert
2,350
L.F.
$315.00
$740,250.00
$782,000.00
40 5'x5' Box Culvert
2,300
L.F.
$340.00
41 8'x4' Box Culvert
3,150
L.F.
$555.00
$1,748,250.00
$0.00
42 12'x9' Box Culvert
0
L.F.
$1,395.00
43 Junction Box 5'x4'
3
EA.
$4,000.00
$12,000.00
$8,000.00
44 Junction Box 5'x5'
2
EA.
$4,000.00
$18,000.00
45 Junction Box 8'x4'
3
EA.
$6,000.00
$0.00
46 Junction Box 12'x9'
0
EA.
$12,000.00
47 C-1 Inlet
36
EA.
$1,600.00
$57,600.00
$86,400.00
48 E-Inlet
48
EA.
$1,800.00
49 Storm Sewer Manhole
24
EA.
$2,500.00
$60,000.00
50 Safety End Treatment
8
EA.
$650.00
$5,200.00
51 Outfall Structure (with rip rap)
3
EA.
$10,000.00
$30,000.00
52 Storm Water Quality
1
L.S.
$25,000.00
$25,000.00
53 Rip Rap
1
L.S.
$25,000.00
$25,000.00
54 Clear Creek detention pond
18
AC -FT.
$40,000.00
$720,000.00
55 Hickory Slough detention pond improvements
1
L.S.
$50,000.00
$50,000.00
56 Detention pond appurtenances
1
L.S.
$300,000.00
$300,000.00
57 Well Pointing
1,000
L.F.
$35.00
$35,000.00
'
'Drainage
Total
$5,042,090.00
Structures
58 Bridge @ Clear Creek (structure with rail)
0
EA.
$1,337,000.00
$0.00
59 Bridge @ Hickory Slough (structure with rail)
1
EA.
$607,000.00
$607,000.00
60 Retaining Wall (concrete - cast in place)
24,650
S.F.
$22.00
$542,300.00
S
Structures
Total
$1,149,300.00
Signalization
61 Signals and interconnection (4 intersections)
1.00
L.S.
$403,334.00
$403,334.00
S
Signalizat
on Total
$403,334.00
Total Construction
=
$16,118,837.70
Contingencies (15%)
=
$2,417,825.66
Total Cost Estimate = $18,536,663.36
Cullen Parkway, 12-inch Waterline Cost Estimate (1/21/2008)
Description
Quantity
Unit
Unit
cost
Cost
24x12
reducer
1
EA
$2,000.00
$2,000
12-inch
valve
14
EA
$2,000.00
$28,000
gate
12x12
Tee
6
EA
$800.00
$4,800
12x16
Tee
1
EA
$1,000.00
$1,000
12x8
Tee
15
EA
$500.00
$7,500
(FH)
4
Fire
Hydrant
Assembly
15
EA
$2,800.00
$42,000
12-inch
Plug
6
EA
$500.00
$3,000
16-inch
Plug
1
EA
$600.00
$600
12-inch
C-900
PVC
Pipe
6975
LF
$65.00
$453,375
12-inch
Welded
Stl.
Pipe
250
LF
$250.00
$62,500
Trench
Safety
6375
LF
$0.75
$4,781
4-inch
Blow
Off
1
EA
$2,700.00
$2,700
Long
Side
Taps
5
EA
$1,200.00
$6,000
Shortside
Taps
9
EA
$300.00
$2,700
Subtotal
$620,956
30%
Contingency
$186,287
Total
Estimated
Construction
Cost
$807,243
Engineering Fee (10.0%)
Surveying for Easement Parcels and Exhibits
Total Cost (for Budgeting)
Assumptions:
1. Waterline to be constructed within ROW.
$0
$0
$807,243
2. The following items are already included in the PS&E documents:
- SW3P
Clear and Grubbing
- Seeding
- Grading
3. Waterline plans will be incorporated into the Cullen Parkway Reconstruction project.
4. Open cut installation across Hawk and County Road 403
Budget
Roadway PS&E and Waterline
Cullen Parkway
BURY+ PARTNERS
ENGINEERING BUDGET
00
h
0
U
Fa
00
F x
0.
5
4
[City of Pearland, Cullen 12-inch Waterline Project
Date • 2/11 /2008
KICKOFF & 1-LINE
Kickoff Meeting
1-Line Cost estimate
1-Line Drawing
Principal/VP
SPM/PM
PD/PE
DE
TECH
CAD
Admin
Hrs/Task
12
Fee/Task
$1,816.00
28
32
$3,536.00
$3,362.00
Kickoff/1-Line
5
9
16
22
4
16
0
72
Cost including overhead and profit
Percent of Total Hours by task
$940.00
6.9%
$1,404.00
12.5%
$1,760.00
22 2%
$2,750.00
30.6%
$484.00
5.6%
$1,376.00
22.2%
$0.00
0.0%
Task Total
$8,714.00
WATERLINE DESIGN
Cover Sheet -Public Water Lines
Water Distribution Layout
Traffic control Plan Layout
Construction Notes
P lan and Profile
P lan and Profile
P lan and Profile
Details - Inlets, Hydrants, Etc.
S ummary and Demo Sheets
Erosion and Sedimentation Control Notes & Details
Waterline
Principal/VP
SPM/PM
1
11
•
1
A
PD/PE
2
DE
0
0
TECH
1
0
24.
24
2
4
CAD
0
Admin
0
0
0
0
0
0
0
0
HrslTask
0
43
36
5
57
57
57
32
24
15
26
44
38
106
101
0
326
f
Fee/Task
$0.00
$5,266.00
$4,208.00
$532.00 1
$6,532.00
$6,532.00 i
$6,532.00
$3,488.00
$2,338.00
$1,798.00 I
Cost including overhead and profit
Percent of Total Hours by task
$2,068.00
3.4%
$4,056.00
8.0%
$4,840.00
13 5%
$4,750.00
11.7%
$12,826.00
32.5%
$8,686.00
31.0%
$0.00
0.0%
Task Total
$37,226.00
i
P OST PRODUCTION
In -House Reviews & Quality Control Check
Quantity Take -offs
S pecifications & Bid Documents
Agency Reviews (TxDOT & Pearland)
Final Revisions
Post Production Total
Principal/VP
1
0
0
0
1
2
SPM/PM
8
0
2
2
16
PD/PE
12
0
DE
0
TECH
CAD
4
Admin
0
0
1
25
0
0
16
0
0
0
6
22
8
12
0
6
0
6
Hrs/Task
33
20
20
8
18
99
Fee/Task
$4,068.00
$2,408.00
$2,504.00
$798.00
$2,024.00
Cost including overhead and profit
Percent of Total Hours by task
$376.00
2.0%
$2,496.00
16.2%
$2,750.00
25 3%
$2,000.00
16.2%
$2,662.00
22.2%
$1,032.00
12.1%
$486.00
6.1%
Task Total
$11,802.00
PrincipalNP
SPM/PM.
PD/PE
DM
•
TECH
CAD
Admin
Percent of
Total
Hours
Basic
Services•
3.6'10
`i0
3%
17
°!°
1 3%
26 6%
0%
t2%
:Total
Budget
per Job
Title
$3
3
4
$7• 950
$9
3 0
500
$15,9'
2
311,094
486
Hourly
Rate
$188
$156
$110
$125
$121
$86
$81
Total Basic Services Budget >
Survey Descriptions and Parcel Exhibits
Additional Services >
$57,742.00
$10,000.00
$0.00
(Total Budget Hours
497
Basic Services - Subconsultant
Signal Design
Cullen Parkway
GC Engineering, Inc.
BURY PARTNERS
Cullen Parkway from Beltway 8 to F11/I 518
Traffic Engineering
Scope of Services — Final Design
January 9, 2008
Summary
This task shall include the development of final design plans, technical specifications,
and construction cost estimates for new signals and/or modifications to existing signals at
the following locations:
•
•
•
f
Work Plan
Cullen Parkway at FM 518
Cullen Parkway at Freedom Drive
Cullen Parkway at CR 403 (Hughes Ranch Road)
Cullen Parkway at future \4cHard Road and CR106
Cullen Parkway at Beltway 8
The work will include design engineering for each of the locations described above.
Preliminary design plans shall form the basis for the ,final design. Detailed drawings will
be prepared for review by the City of Pearland and TxDOT, as necessary. 'Hie work
envisioned at each location is as follows:
Cullen. Parkway at FM518 — The proposed signal layout for this location will
likely include new mast arms foundations signals, pedestrian signals, a new controller
and cabinet, video detection and associated other materials to complete the installation.
Cullen Parkway at Freedom. Drive — This location will include a signal system for
emergency vehicle pre-emption to serve the existing fire station on .Freedom Drive as
well as proposed police operations at the new Public Safety Building.
Cullen Parkway at CR 403 — The signalsystem at this location is relatively new,
however with the widening of Cullen. Parkway a new installation will be required to
meet the needs of the new geometry of the intersection.
Cullen Parkway at CR 106 and Future McHard Road - This location is currently
an outdated flashing signal. With completion of McHard. Road to the west, approach
volumes and turning movements will increase dramaticall, and a new signal system is
proposed for this location. There will be changes in signal -phasing and layout of the
signal system from the preliminary plans, due to proposed changes in the Cullen Parkway
alignment north of the McHard intersection.
Cullen Parkway at Beltway 8 There are only minor changes being proposed for
this location, in particular, extension of turn lanes on the Cullen Parkway northbound
approach. To the extent that these changes may necessitate modifications to the signal
system, the modifications will be incorporated into the signal plans.
Signal Interconnect System —.l'o achieve improved traffic flow along Cullen
Parkway, it is proposed that the new signals and existing signals between FM 518 and
McHard be interconnected The proposed system will he in accordance with City of
Peat -land and TxDOT standards, as required.
Review Comments/1\'Ieetiugs
The Consultant shall attend review meetings as required during the design effort, and
respond to comments at each review phase.
GCE
Cullen Parkway from BW 8 to FM 518
Traffic Engineering
Fee Schedule
Task 1. Signal Design
Final Design
Direct Costs
Plan Reproduction
Labor Rate:
Principal
Transportation Sr. Transportation
Engineer Planner/Engineer Engineer/Planner
$143.80
$129.95
$97.39
Technician
$42.35
Totals
Total Estimated Hours:
Total Estimated Cost:
Total Estimated Task Cost:
120
120
$17 256.00
Unit Cost
$100.00
148
148
$19,232.60
ea
130
130
$12,660.70
Units
2
90
90
$3,811.50
$52,960.80
$200.00
$53,160.80
Note: Billing Rate shown above (Labor Rate) includes direct salary, overhead rate at 155%, and fee at 12%
C:\Documents and Settings\dhamilton\Local Settings\Temporary Internet Files\OLKCF\080211 CullenCost Traffic.xls - 2/11/2008 1
Basic Services - Subconsultant
Detention, TCP, Retaining Walls, Lighting
and Bridge PS&E
Cullen Parkway
Klotz Associates, Inc.
BURY+ PARTNERS
EXHIBIT B
SERVICES TO BE PROVIDED BY ENGINEER
KLOTZ ASSOCIATES, INC.
CULLEN PARKWAY
From: FM 518 (West Broadway)
To: Clear Creek
PROJECT DESCRIPTION
Existing Facility
The usual existing road section consists of a 2-lane roadway with open drainage on both
sides. The existing usual Right -of -Way is approximately 100 feet.
Proposed Facility
The scope has been revised to include the section of Cullen from FM 518 to the McHard
Road Extension (CR 106/Brookside) including the intersection with McHard Road and then
transition back to the existing 2 lane bridge at Clear Creek. We will expand the intersection
at Beltway 8 by about 600-feet on the east side only as part of the work scope. The proposed
roadway will be a 4-lane divided with a 14-foot raised median 8 foot outside shoulders, curb
and gutter and a 5-foot sidewalk on both sides. The proposed ROW will remain
approximately 100 feet. The project will be designed according to the 2004 TxDOT
Standards and Specifications and Federal Highway Administration guidelines.
BASIS OF SCOPE OF SERVICES
The Scope of Services to be provided by the Engineer is based on the following assumptions:
1. The project will be an expedited, streamlined effort, with TxDOT reviews at
the 30%, 60%, 90%, and final submittals. There will be no Right -of -Way
services required.
a. The work will cover Broadway to Clear Creek and TCP services at Beltway 8.
I. ROUTE AND DESIGN STUDIES (Function Code 110)
No Route and Design Services are being provided
II. ROW (Function Code 130)
No ROW services are being provided.
Exhibit B Page 1 of 6
III. FIELD SURVEYING AND PHOTOGRAMMETRY (Function Code 150)
Field surveying services are being provided by others
IV. ROADWAY DESIGN CONTROLS (Code Function 160)
No Roadway Design Controls services are being provided
V. DRAINAGE (Function Code 161)
a. The Fngineer shall conduct a detailed on -site inspection of the existing
Hickory Slough detention pond.
b. The Engineer, within 2 weeks of NTP, shall prepare a detailed request
to the Client for a topographical survey of the existing Hickory Slough
detention pond and a detailed survey of the proposed Clear Creek
detention pond site.
c. The Engineer shall coordinate with the Client's surveyor as required.
d. The Engineer shall refine and update pond requirements for excess
runoff mitigation, based on the Client's final design of the roadway.
e. The Engineer shall refine and update pond requirements for
compensatory storage based on the Client's final design of the
roadway.
f. The Engineer shall refine and update local runoff requirements based
on the new topographical data.
g. The Fngineei shall prepare plans and cross sections of the existing
Hickory Slough detention pond with any modifications required
thereto.
h. The Engineer shall prepare plans and cross sections of the proposed
Clear Creek detention pond.
i. The Engineer shall prepare the necessary details for inflows to the two
ponds.
j. The Engineer shall prepare the necessary details for outflows from the
two ponds.
k. The Engineer shall prepare all necessary special details for the two
ponds.
1. All work will be done according to TxDOT and City of Pearland
criteria.
VI. SIGNING, MARKINGS & SIGNALIZATION (Function Code 162)
No Signing, Markings & Signalization services are being provided
Exhibit B Page 2 of 6
VII. MISCELLANEOUS (Function Code 163)
A. TRAFFIC CONTROL PLANS
1. Sequence of Construction — The Engineer will prepare a sequence of
construction fot this project. This will be presented to the District Traffic
Control Safety Review Committee and to the City to obtain approval. After
review by TxDOT and the City, comments will be incorporated for the final
PS&E and the detailed traffic control plans will then be prepared.
2. The Engineer shall describe the type of work to be performed for each phase of
sequence of construction and any special instructions (ex: stotin sewer,
culverts, bridges, railing, illumination, signals, retaining walls, signing, paving
surface sequencing or concrete placement, ROW restrictions, utilities, etc.)
that the contractor should be made aware to include limits of construction
obliteration, and shifting or detouring of traffic prior to the proceeding phase.
3. The Engineer shall prepare Typical Sections for the Traffic Control Plans
(TCP). The Engineer shall include the work limits, the location of
channelizing devices, positive barrier, location & direction of traffic, work
area, stations, pavement markings, and other information deemed necessary
for each phase of sequence of construction.
4. Engineer shall assure that drainage issues have been addressed as a result of
changes in horizontal and vertical profiles by specifying the location and size
of any temporary drainage structures that may be required. The Engineer
shall include the cost for temporary drainage structures as part of the cost for
traffic control plans. The Engineer shall determine the hydrology and
hydraulics in accordance with standard TxDOT and City of Pearland
procedures. When using positive barriers, the Engineer shall check for sight
distance from adjacent roads and streets.
5. The Engineer shall identify and insert all current applicable TxDOT standards.
District Standards and/or miscellaneous details that have been approved for
use at other Districts shall be signed, sealed, and dated by a
Registered/Licensed Engineer in Texas for use in the Houston District, with -
the pre -approval of the Houston District. In addition, these details shall be -
accompanied by the appropriate general notes, special specifications, special
provisions, and method of payment.
Exhibit B Page 3 of 6
6. The Fngineer shall prepare plans and profiles for the connection from the this
work to the existing roadway at Cleat Creek.
7 Compute and Tabulate Quantities — The Engineer shall compute all quantities
that are required for pay items for Ttaffc Control, and those quantities
identified by the TxDOT and the City as necessary fot inclusion for
contractor's information only.
B. RETAINING WALL PLANS
1. The Engineer shall prepare retaining wall plans for all locations indicated on
the Client's design from FM 518 to Cleat Creek.
2. The Fngineer shall prepare all details necessary for the construction of the
retaining walls.
3. All work will be done and follow applicable TxDOT standards and criteria.
4. The Engineer shall identify and insert all current applicable TxDOT standards.
District Standards and/or miscellaneous details that have been approved for
use at other Districts shall be signed, sealed, and dated by a
Registered/Licensed Engineer in Texas for use in the Houston District, with
the pre -approval of the Houston District. In addition, these details shall be
accompanied by the appropriate general notes, special specifications, special
provisions, and method of payment
C. CONTINUOUS LIGHTING
1. The Engineer shall prepare plans and details for continuous lighting from FM
518 to Clear Creek.
2. The Engineer shall prepare intersection lighting plans and details as required.
2. The Engineer shall prepare electrical circuit plans. He shall indicate the
locations of meters, and source points for the lighting on these plans.
3. All work will be done and follow applicable TxDOT standards and criteria
and City of Pearland illumination criteria for parkways.
3. The Engineer shall identify and insert all current applicable TxDOT standards.
District Standards and/or miscellaneous details that have been approved for
use at other Districts shall be signed, sealed, and dated by a
Registered/Licensed Engineer in Texas for use in the Houston District, with
the pre -approval of the Houston District. In addition, these details shall be
Exhibit B Page 4 of 6
accompanied by the appropriate general notes, special specifications, special
provisions, and method of payment.
VIII. BRIDGE PS&E (Function Code 170)
Hickory Slough
1 The Engineer shall prepare the plans, specifications and construction cost
estimates for the construction of a bridge over Hickory Slough
2. The Engineer shall refer to the applicable TxDOT Manuals, Standards and
Criteria to prepare structural design and develop detailed structural drawings
of all requited details.
In addition, the ENGINFER shall perform the following tasks:
a. Perform calculations for design of bridge abutments and interior bents.
b. Perform calculations for bridge slab design
c. Perform calculations to determine elevations of bridge substructures and
superstructure elements.
d. Prepare necessary foundation details and plan sheets.
e. Prepare plan sheets for abutment and interior bent design.
f Prepare framing plan and slab plan sheets.
g. Compute and prepare tables for slab and bearing seat elevations, dead load
deflections, etc.
h. Design beams and prepare beam design tables.
i. Prepare bridge summary sheets.
j. Prepare miscellaneous details as required
k. Design aesthetic treatment per TxDOT and City of Pearland requirements.
2. The ENGINEER shall prepare bridge quantities, construction cost estimates,
specifications and special provisions in accordance with TxDOT procedures.
3. The ENGINEER shall prepare construction sequencing plans for the bridge to assure
the maintenance of traffic across the waterway. These shall be coordinated with the
roadway traffic control plans as necessary.
4. The ENGINEER shall identify and insert, as required all applicable, current TxDOT
standards District Standards and/or miscellaneo us details that have been approved
for use at other Districts shall be signed, sealed, and dated by a Registered/Licensed
Engineer in Texas for use in the Houston District. In addition, these details shall be
accompanied by the appropriate general notes, special specifications, special
provisions and method of payment.
Exhibit B Page 5 of 6
IX. DELIVERABLES
Deliverable Requirements:
1. All contract documents, including hard copies and electronic files, shall be
turned over to the Client at the completion of the project. CADD drawings
shall be developed in Microstation format.
2. A 30%, 60%, 90% and 100% (Final) design submittal shall be included.
3 The Fngineer's Estimated Probable Cost of Construction for the items
enumeiated above shall be furnished at the 30%, 60%, 90% and Final
submittals.
4. Design schedule shall be updated and furnished with each review submittal.
5. Plans shall be de\ eloped to half -scale, 11 "x 17".
6. Construction bid plans submitted in 11 "x 17" Mylar format.
Exhibit B Page 6 of 6
,(eM)ped uallnO
.>
Abutment Plan and Eleyauon -- I ( _ I o ` �` ' r
. ,.. a _.._... 0 4 6 6 0 Itl U
BRID(:t, DLsI(lly 1 tttcuory nruugut
Finalize Bridge Layout and Borings Plan (Includes Hydraulic Data Sheet) 0 4 6 4 0 0 12 0 20
-
Beam Calculations 0 6 0 6 0 4 0 220
Bent Calculations 0 2 _
1 1 G 6 11 8 0 4 0 57 3
1 58
« d
'Site Inspection and Sunny Coordination
Miscellaneous Details 00 0 0 0 0 14
Specifimrions . Special Prot.isiotts and Cost Estimates 0 6 0 8
„ 71�.tg/
FUNCTION CODE 163 ^
\�
/°
rn
1.
__.
Bridge Standards " - 0 ax
Bridge Quantities 0 6 8 10 0 12 0 12
0 10 0 to 0 45 3
Miscellaneous Details L 4 8 12 > 0 60 0 105 10
Retaining Walls (1850' at Hickon Slough) I 8 12 12 0 12
AcsthcOcs 0 4
4 8 0 0 0 21 0 40
Specifcatons. Special Provisions and Cost Estimates 0 8 8 8 0 8 0 0 6 38
0 6 8 1- 0 12 0 32 0 70
1 78 32 0 0
Bridge Lighting and Details 0 0 0 12 72
--
}§
FUNCTION CODE 163
TRAFFIC CONTROL PLANS
Management. Meetings K Coordination
Construction Sequencing Plans (100 scale)
Narralive
'District Traffic Safety Meeting
' nIIcl
.
Special Detest - Clear Creek o ..
Special Details - Hiekor Slough 0 6 0 0 12 0 0 24 0
Standards 0 2 ll 0 2
0 0 10 0 14 12
r Specificarions . Special Provisions and Cost Estimates 0 2 0 0 0 l2 0 0 0 11
Storm Water Oualitg Management Plan (Clear Creek) 0 21 0 24 40 20 0 36 21 168
O 0 0 0 0 0 0 0 0 0
O 0 0 0 0 (1 0 0 0 0
O 0 0 0 0 0 0 0 11 0
--,
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I MYLAR PLOTS(II" st7". 400 a. $1,50 per plot)
PAPER PLOTS (11" s (7"_ 5.000 a SO. 15 per plot) 1.500
$200.00
PHOTO COPIESB 1/2"5 11". 1U110 0 $aSl t 2Oper eopy) $150.00
PHOTO COPIES (11"x 17": 2000 a. $0.15 per cope) 1.000
___ __ .______ ..._.....-. /un _ Se1inn no
70.00
rt
-
6
Electncal Circuit Plans and Quantdies
COnSInt10U5 Lig ing
CONTINUOUS LI
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FUNCTION CODE 163 (FC 163)
GHTING
t1VUKJ J U D-1V ttiw
TOTAL FC 163
i
i
3
TASK DESCRIPTION
PRINCIPAL
Bridge Stage Construction Details 2
Tcmporary Signs. Striping. Quantities and Details 0
Tnat➢c Control Quantities 0
Standards 0
I Spccit cario s _ Special Provisions and Cost Estinmtes 0
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FIRM NAME: KLOTZ ASSOCIATES
Staff Classifications
Principal
Project Manager
Senior Engineer
Project Engineer
Hydraulic Engineer
Graduate Engineer
Senior Civil Designer
CADD Tech/Designer
Clerical
Negotiated Overhead Rate in %
Negotiated Fixed Fee in %
Multiplier (includes direct labor,
overhead and fixed fee)
Labor Rate FY
08
56.00
52.00
49.00
45.00
45.00
42.00
35.00
30.00
22.00
173%
12%
3.0576
Billing Rate FY
08
$171.23
$159.00
$149.82
$137.59
$137.59
$128.42
$107.02
$91.73
$67.27
Billing Rate
Used FY 08
$170.00
$157.00
$149.00
$137.00
$137.00
$126.00
$105.00
$90.00
$68.00
Billing Rate FY
09
Actual rates to be billed not to exceed the maximum shown.
Minimum rate to be billed if actual is less.
Documentation of hours worked is necessary for reimbursement
'Other Direct Expenses
See separate sheet for Other Direct Expenses
i
U:/RateSchedule.Boilerplate.CPS.xIs
Special Services - Subconsultant
Surveying
Cullen Parkway
CL Davis & Company
BURY -+ PARTNERS
C. L DAVIS & COMPANY
LAND SURVEYING
1500 Winding Way
Friendswood, Texas 77546
281.482.9490
FAX 281.482.1294
c ldavlsaieldaviscompany.com
July 31, 2007
Revised: January 21, 2008
Mr. David Hamilton, P.E.
Bury+Partners
1001 West Loop South, Suite 200
Houston, TX 77027
Re: City of Pearland — Cullen Project from Farm Market Road 518 to Clear Creek
(Additional Services)
Proposal No. 2007-112
Dear Mr. Hamilton:
Our proposal for land surveying services for the above referenced project is as follows:
1. Preparation of over-all exhibit showing proposed right-of-way parcels
Fee based on the following levels of efforts:
Principal — 2 hours x 150 $300.00
R.P.L.S. — 21 (tours x 100 $2,100.00
Three-man field crew — 0 hours x 110 . $0.00
CAD — 0 hours x 90 $0.00
Data Clerical — 0 hours x 30 $0.00
Clerical — 0 hours x 55 $0.00
Subtotal (Not to exceed) $2,400.00 _
2. Preparation of Route Surveys out of the following tracts: (Fee includes Metes
and Bounds Description, 81/2"x II" or 81/2"x 14" sealed survey and
monuntentation of parcel)
2007-112 (R1) CofP -Cullen Project from FM 518 to Clear Creek (A-S).doc
Mr. David Hamilton, P.E.
Proposal No. 2007-1 12 (R I )
January 21, 2008
Page 2
a. 10' strip out of tracts on the east and west side of Cullen between Clear
Creek and McHard Road (Estimate 2 parcels)
Fee based on the following levels of efforts:
Principal — 3 hours x 150 $450.00
R.P.L.S. — 16 hours x 100 $1,600.00
Three-man field crew — 8 hours x 110 . $880.00
CAD —16 hours x 90 $1,440.00
Data Clerical — 8 hours x 30 $240.00
Clerical — 3 hours x 55 $165.00
Subtotal (Not to exceed) $4,775.00
b. Corner Clip at southeast corner of Cullen and C.R. 106 (McHard Road)
Fee based on the following levels of efforts:
Principal —1 hour x 150 $150.00
R.P.L.S. — 8 hours 100 $800.00
Three-man field crew — 4 hours x 110 . $440.00
CAD — 3 hours x 90 $270.00
Data Clerical — 3 hours x 30 $90.00
Clerical —1 hour x 55 $55.00
Subtotal (Not to exceed) $1,805.00
c. 10' strip along Cullen on Pearland Independent School Tract at northwest
corner of C.R. 403 and Cullen
Fee based on the following levels of efforts:
Principal -1 hour x 150
R.P.L.S. — 8 hours 100
$150.00
$800.00
Three-man field crew — 4 hours x 110 . $440.00
CAD — 3 hours x 90 $270.00
Data Clerical — 3 hours x 30 $90.00
Clerical —1 hour x 55 $55.00
Subtotal (Not to exceed) $1,805.00
d. 10' strip out of City of Pearland Public Safety Complex Tract on the east side
of Cullen
Fee based on the following levels of efforts:
Principal —1 hour x 150 $150.00
R.P.L.S. — 8 hours 100 $800.00
Three-man field crew — 4 hours x 110 . $440.00
CAD — 8 hours x 90 $720.00
Data Clerical — 8 hours x 30 $240.00
Clerical —1 hour x 55 $55.00
Subtotal (Not to exceed) $2,405.00
2007-112 (R1) CofP -Cullen Project from FM 518 to Clear Creek (A-S).doc
Mr. David Hamilton, P.G.
Proposal No. 2007-1 12 (RI)
January 21, 2008
Page 3
e. Corner Clip at southeast corner of Cullen and Freeman
Fee based on the following levels of efforts:
Principal — 1 hour x 150 $150.00
R.P.L.S. — 8 hours 100 $800.00
Three -than field crew — 4 hours x 110 . $440.00
CAD — 3 hours x 90 $270.00
Data Clerical — 3 hours x 30 $90.00
Clerical — 1 hour 55 $55.00
Subtotal (Not to exceed) $1,805.00
3. Topographic Survey on proposed Detention Pond Site being bounded by Clear
Creek on the north, Cullen on the east, existing pipeline on the south and the
west line being parallel to Cullen and 400' west of west right-of-way line.
(Site heavily wooded, fee based on 200' x 50' grid)
*(Tree Survey and preparation of subdivision plat will be required prior to
obtaining City of Pearland Building Permit) (Fees for these task are not
included in this proposal)
Fee based on the following levels of efforts:
Principal — 4 hours x 150 $600.00
R.P.L.S. — 12 hours x 100 $1,200.00
Three-man field crew — 48 hours x 110 . $5,280.00
CAD — 24 hours x 90 $2,160.00
Data Clerical — 48 hours x 30 $1,440.00
Clerical — 2 hours x 55 $110.00
Subtotal (Not to exceed) $10, 790.00
4. Topographic Survey on south 400' of proposed Hickory Slough Detention
Pond Site Tract being located approximately 1,700' east of Cullen and north of
Hickory Slough. (Fee includes extending previous Topographic Survey
on Hickory Slough approximately 1,400')
Fee based on the following levels of efforts:
Principal — 4 hours x 150 $600.00
R.P.L.S. — 16 hours 100 $1,600.00
Three -matt field crew — 45 hours x 110 . $4,950.00
CAD — 24 hoursx 90 $2,160.00
Data Clerical — 43 hours x 30 $1,290.00
Clerical — 0 hours x 55 $0.00
Subtotal (Not to exceed) $10,600.00
2007-112 (R11 CofP -Cullen Proiect from FM 518 to Clear Creek (A-S).doc
Mr. David Hamilton, P.E.
Proposal No. 2007-1 12 (RI)
January 21, 2008
Page 4
5. Boundary Survey on proposed Hickory Slough Detention Pond Site
Fee based on the following levels of efforts:
Principal — 1 hours x 150
R.P.L.S. — 12 hours x 100
Three-man field crew —16 hours x 110 .
CAD —6 hours x90
Data Clerical — 15 hours x 30
Clerical — 2 hours x 55
$150.00
$1,200.00
Si, 760.00
$540.00
$450.00
$110.00
Subtotal (Not to exceed) $4,210.00
6. Preparation of 30 temporary drive way construction easements (Fee includes
8 1/2"x 11" or 8 1/2" x 14" Exhibit and Metes and Bounds Description)
(DELETED)
7. Stake 10 core bores
Fee based on the following levels of efforts:
Principal —1 hour x 150
R.P.L.S.-4 hours x100
$150.00
$400.00
x 110. $440.00
$450.00
$120.00
Clerical — 1 hour x 55 $55.00
Three -than field crew — 4 hours
CAD — 5 hours x 90
Data Clerical — 4 (tours x 30
Subtotal (Not to exceed) $1,615.00
8. Preparation of water line easentents (Total number of easements not known at
this time) (Fee based on hourly rates not to exceed the following hours)
Fee based on the following levels of efforts:
Principal — 7 hours x 150 $1,050.00
R.P.L.S. — 40 hours x 100 $4,000.00
Three-man field crew — 0 hours x 110 . $0.00
CAD — 50 hours x 90 $4,500.00
Data Clerical — 0 hours x 30 $0.00
Clerical — 8 hours x 55 $440.00
Subtotal (Not to exceed) $9,990.00
Total Amount of Proposal (Not to exceed) $52,200.00
2007-112 (RI) CofP -Cullen Project from FM 518 to Clear Creek (A-S).doc
Mr. David Hamilton, P.E.
Proposal No. 2007-112 (RI)
January 21, 2008
Page 5
The following items will be invoiced at cost:
• Reproductions
• Submittal fee(s) to governmental agencies
• Delivery service
• Electronic Mail
• Abstracting
Any changes or revisions in the scope of the project after authorization to proceed will be billed on an hourly
basis as described below:
• Principal $150.00
• Registered Professional Land Surveyor (RPLS) $100.00
• Technical/CAD $90.00
• Three-man field crew $110.00
• Data Collector $30.00
• Clerical $55.00
All surveying services are under the_ jurisdiction of the Texas Board of Land Surveying: 7701 North Lamar,
Suite 400; Austin Texas 78752; phone number: 512-452-9427. Any complaints about surveying services
should be sent to the above address to the attention of Complaints Officer of the Board.
Thank you for the opportunity to submit this proposal and we look forward to working with you.
Sincerely, Approved & Accepted
C. L. Davis, R.P.L.S.
Mr. David Hamilton, P.E. Date
Bury+Partners
2007-112 (Rll CofP -Cullen Project from FM 518 to Clear Creek (A-S).doc
Special Services - Subconsultant
Environmental Permitting
Cullen Parkway
GC Engineering, Inc.
BURY-- PARTNERS
Cullen Parkway from Clear Creek to Fn'1 518
Brazoria County, Texas
Environmental Permitting
Scope of Services
January 9, 2008
Introduction
Based on the Environmental Assessment for FM 865 from Almeda-Genoa Road to FM
518 performed by the TxDO'f in May 2007 (LA), the proposed project will result in
effects to potentially jurisdictional waters of the U.S. including wetlands. It was
estimated in the EA that approximately 0.65 acres of water of the U.S and wetlands are
present N; ithin the right-of-way of the project area, of which approximately 0.49 acres in
six locations could he affected.
Work Plan - Section 404/401 Permit
Review of the EA indicates Jurisdictional Waters of the U.S., including wetlands are
present within the project area and that a Section 404 permit will be required. GCE will
prepare the appropriate Section. 404 and 401 Permit along with the required conceptual
mitigation plan for submittal to the Corps of Engineers (USACE) for approval
consideration The permit submitted will include the wetland delineation of the proposed
site performed by others. CCE will also attend two (2) meetings with the regulatory
agencies, including site verification with. the USACE, during the permit approval process.
This scope also assumes a Nationwide permit 14 (linear transportation projects) will
be adequate to address the Section 404 needs associated with the proposed. project. If the
proposed project does not fallwithin the limits of a nationwide permit and requires an
individual permit, GCE will provide this as an additional sen ice. GCE will coordinate a
site visit v; ith the U.S Arm} Corp of Engineers to confirm the findings and the sizes of
jurisdictional waters. This task includes the following tasks: (1) verification . of the
permitting requirements of the proposed project; (2) preparation and submittal of the
Section 404 permit application to the Corps of Engineers; (3) attendance of up to three
(3) meetings with the regulatory agencies and on -site meetings with agency personnel., as
needed; and (4) preparation and furnishing of additional information as may be requested
by the regulatory agencies.
Additional Services of GCE not included:
1. Beyond I rojec.t Limits -- If work needs to be conducted on items beyond those
quantified and budgeted within the above scope of sen ices, it will be considered as
1
2
GCE'
tMP%
additional services. This includes. but is not limited to, study length and width for
environmental fieldwork.
Tree Mitigation Preparation of a tree mitigation plan would be a separate scope of
work.
Hazardous \iaterials Phase 1l Environmental Site Assessment (ESA) in accordance
ith ASTM standards for additional ROW not identified within Task 4; subsurface
investigations, including soil and groundwater sampling.
Topographic survey work, ground control or aerial photogrammetry.
Wetland mitigation site selection, studies, and design.
7. Based on the available information, it is understood that the proposed storm water
detention pond at Clear Creek and Cullen Road does not impact jurisdictional
N.etlands If wetland delineation and permitting is deemed necessary, a supplementary
.scope will be piepaied.
111.110.
2
Cullen Parkway from BW 8 to FM 518
Environmental Permitting
Fee Schedule
Labor Rate:
Principal Engineer
$129.95
Senior Environmental
Planner
$112.25
Engineer/Planner
$97.39
Totals
Task 1. USACE Verification and Permit Preparation
Permit Preparation 80
Site Verification Meeting w/Agency 16
Pre -permit submittal meeting 8
Coordination Meetings (5) 40
Total Estimated Hours:144
Total Estimated Cost: $18,712.80
Direct Costs
Misc Report Preparation Fees
'otal Estimated Task Cost (not to exceed)::
Unit Cost
$25.00
16 16
8
8
40
$4,490.00
per report
16
$1,558.24 $24,761.04
$80.00
$24,841.04
TOTAL ESTIMATED COST (not to exceed):
$24,841.04
Note: 1.) Staff Labor to be billed on an hourly basis.
2.) Billing rate shown above (Labor Rate) includes direct salary, overhead at 155%, and fee at 12%
C:\Documents and Settings\dhamilton\Local Settings\Temporary Internet Files\OLKCF\080211 Cullen Env Cost.xls - 2/11/2008 Page 1 of 1