R2010-133 - 2010-10-25INAUS Kit 0 IQ I NA :;Pill DZU0
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Section 11. That certain contract for design services associated with the Max Road
Sports Complex and Hickory Slough Detention Pond, a copy of which is attached hereto as
Section 2. That the City Manager or his designee is hereby authorized to execute
and! the City Secretary to attest a contract for design services associated with the Max
1 1 ITUNIMI
1� Inv
TOM'
MAYOR
ATTEST:
DARRIN M. COKER
Exhibit
Resolution No. R2010-133
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THIS CONTRACT is entered into on Jl,,�' 1 2010 by and between the City
Pearland ("CITY") and Jacobs Engineering Group Inc. ("CONSULTANT"). i
The CITY engages the CONSULTANT to perform professional services for a project known and
described as Max Rd. Detention and Sports Complex ("PROJECT"). (Project DR2003
P2000
The CONSULTANT shall perform the following professional services to CITY standards and in
accordance with the degree of care and skill that a professional in Texas would exercise under
the same or similar circumstances:
A. The CONSULTANT shall provide design engineering services including
landscape architectural, architectural and mechanical /electrical/plumbing design
services for the sports complex, environmental permitting and bid and
construction administration phase services for each project. See Exhibit A,
attached, for a detailed SCOPE OF WORK and PROJECT schedule, The
PROJECT schedule shall be submitted in digital and hard copy form in the
Microsoft Project for Windows format.
B. The CONSULTANT shall prepare and submit a detailed opinion of estimated cost
of the PROJECT.,
C. The CONSULTANT' acknowledges that the CITY (through its employee
handbook) considers the following to be misconduct that is grounds for
termination of a CITY employee: Any fraud, forgery, misappropriation of funds,
receiving payment for services not performed or for hours not worked,
mishandling or untruthful reporting of money transactions, destruction of assets,
embezzlement, accepting materials of value from vendors, or consultants, and/or
collecting reimbursement of expenses made for the benefit of the CITY. The
CONSULTANT agrees that it will not, directly or indirectly; encourage a CITY
employee to engage in such misconduct.
D. The CONSULTANT shall submit all final construction documents in both hard
copy and electronic format. Plans shall be AutoCAD compatible and all other
documents shall be Microsoft Office compatible. The software version used shall
be compatible to current CITY standards. Other support documents, for example,
structural calculations, drainage reports and geotechnical reports, shall be
submitted in hard copy only. All Record Drawings electronic files shall be
submitted to the CITY in TIF format.
E. The CONSULTANT recognizes that all drawings, special provisions, field survey
notes, reports, estimates and any and all other documents or work product
generated by the CONSULTANT under the CONTRACT shall be delivered to the
CITY upon request, shall become subject to the Open Records Laws of this State.
Design i or5 DL Revised 2/1
F. The CONSULTANT shall procure and maintain for the duration of this
Agreement, insurance against claims for injuries to persons, damages to property,
or any errors and omissions relating to the performance of any work by the
CONSULTANT, its agents, employees Or Subcontractors under this Agreement,
as follows:
(1) Workers' Compensation as required by law.
(2) Professional Liability Insurance in an amount not less than $1,000,000 in
the aggregate.
(3) Comprehensive General Liability and Property Damage Insurance with
minimum limits of $1,000,000 for injury or death of any one person,
$1,000,000 for each occurrence, and $1,000,000 for each occurrence of
damage to or destruction of property.
(4) Comprehensive Automobile and Truck Liability Insurance covering
owned, hired, and non-owned vehicles, with minimum limits of
$1,000,000 for injury or death of any one person, $1,000,000 for each
occurrence, and $1,000,000 for property damage.
The CONSULTANT shall include the CITY as an additional insured under the
policies, with the exception of the Professional Liability Insurance and Workers'
Compensation. Certificates of Insurance and endorsements shall be furnished to
the CITY before work commences. Each insurance policy shall be endorsed to
state that coverage shall not be suspended, voided, canceled, and/or reduced in
coverage or in limits ("Change in Coverage") except with prior written consent of
the CITY and only after the CITY has been provided with written notice of such
Change in Coverage, such notice to be sent to the CITY either by hand delivery to
the City Manager or by certified mail, return receipt requested, and received by
the City no fewer than thirty (30) days prior to the effective date of such Change
in Coverage. Prior to commencing services under this CONTRACT,
CONSULTANT shall furnish CITY with Certificates of Insurance, or fon
endorsements as required by this CONTRACT, issued by CONSULTANT'S
insurer(s), as evidence that policies providing the required coverage, conditions,
and limits required by this CONTRACT are in full force and effect.
G. The CONSULTANT shall indemnify and hold the CITY, its officers, agents, and
employees, harmless from any claim, loss, damage, suit, and liability of every
kind for which CONSULTANT Is legally liable, including all expenses of
litigation, court costs, and attorney's fees, for injury to or death of any person, for
damage to any property, or errors in design, any of which are caused by the
negligent act or omission ofthe CONSULTANT, his officers, employees, agents,
or subcontractors under this CONTRACT.
Design 2 of 5 X71. Revised 2/10
H. All parties intend that the CONSULTANT, in performing services pursuant to this
CONTRACT, shall act as an independent contractor and shall have control of its
own work and the manner in which it is performed. The CONSULTANT is not to
be considered an agent or employee of the CITY.
This CONTRACT will be binding upon execution and end upon the completion of construction
for both facilities.
A. The method of payment for this CONTRACT is lump sum for Design
Engineering services, with Bid and Construction phase services based on
hourly not to exceed rates. Total compensation for the services performed shall
not exceed $721,860.00.
B. The CITY shall pay the CONSULTANT in installments based upon monthly
progress reports and detailed invoices submitted by the CONSULTANT subject
to the following limitations:
Prior to approval of the design (60% plans), payments to the
CONSULTANT shall not exceed 60% of the total CONTRACT amount.
2. Prior to approval of the final design documents, payments to the
CONSULTANTS shall not exceed 90% of the total CONTRACT amount.
The final approval and payment will be made within a reasonable period
of time regardless of the project construction schedule.
3. Reimbursable and subconsultant expenses shall be billed at an actual cost
plus 10 percent. (10%).
B. The CITY shall make payments to the CONSULTANT within thirty (30) days
after receipt and approval of a detailed invoice. Invoices shall be submitted on a
monthly basis.
OWN 9 1110 Mill 0; 1 MEN
A. The CITY shall designate a project manager during the term of this CONTRACT.
The project manager has the authority to administer this CONTRACT and shall
monitor compliance with all terms and conditions stated herein. All requests for
information frown or a decision by the CITY on any aspect of the work shall be
directed to the project manager.
Design 3 of 5 D1. Revised 2/10
B. The CITY shall review submittals by the CONSULTANT and provide prompt
response to questions and rendering of decisions pertaining thereto, to minimize
delay in the progress of the CONSULTANT'S work. The CITY will keep the
CONSULTANT advised concerning the progress of the CITY'S review of the
work. 'The CONSULTANT agrees that the Cars inspection, review,
acceptance or approval of CONSULTANT'S work shall not relieve:
CONSULTANT'S responsibility for errors or emissions of the CONSULTANT or
its sub-consultants) or in any way affect the CONSULTANT'S status as an
independent contractor of the CITY.
A. The CITY, at its sole discretion, may terminate this CONTRACT for any reason
with or without cause by delivering written notice to CONSULTANT
personally or by certified mail at Jacobs Engineering, 5995 Rogerdale Rd.,
Houston, Texas 77072. Imn after receiving such written notice, the
CONSULTANT shall. discontinue providing the services under this CONTRACT.
B. If this CONTRACT is terminated., CONSULTANT shall deliver to the CITY all
drawings, special provisions, field survey notes, reports, estimates and any and all
other documents or work product generated by the CONSULTANT under the
CONTRACT, entirely or partially completed, together with all unused materials
supplied by the CITY on or before the 15 1h day following termination of the
CONTRACT.
C. In the event of such termination, the CONSULTANT shall be paid for services
performed prior to receipt of the written notice of termination. The CITY shall
make final payment within sixty (60) days after the CONSULTANT has delivered
to the CITY a detailed invoice for services rendered and the documents or work
product generated by the CONSULTANT under the CONTRACT.
D. If the remuneration scheduled under this contract is based 'upon a fixed fee or
definitely ascertainable sum., the portion of such sum payable shall be
proportionate to the percentage of services completed by the CONSULTANT
based upon the scope of work.
E. In the event this CONTRACT is terminated, the CITY shall have the option of
completing the work, or entering into a CONTRACT with another party for the
completion of the work.
Design 4 of 5 D1. Revised 2/10
F. If the CITY terminates this CONTRACT for cause and/or if the CONTRACTOR
breaches any provision ref f this CONTRACT, then the CITY' shall have all rights
and remedies in law and/or equity against CONSUIJANT. Venue for any action
or dispute arising out of or relating to this CONTRACT shall be in Brazoria
County, Texas. The laws of the State of Texas shall govern the terms of' this
CONTRACT. The prevailing party in the action shall be entitled to recover its
actual damages with interest, attorney's fees, costs and expenses incurred in
connection with the dispute and/or action. CONSULTANT and CITY desire an
expeditious means to resolve any disputes that may arise between. under this
CONTRACT. To accomplish this, the parties agree to mediation as follows: If a
dispute arises out of or relates to this CONTRACT, or the breach thereof, and if
the dispute cannot be settled through negotiation, then the parties agree first to try
in good faith, and before pursuing any legal remedies, to settle the dispute by
mediation of a third party who will be selected by agreement of the parties.
This CONTRACT represents the entire agreement between the CITY and the CONSULTANT
and supersedes all prior negotiations, representations, or contracts, either written or oral. This
CONTRACT may be amended only by written instrument signed by both parties.
SECTION V11 COVENANT AGAINST CONTINGENT FEES
The CONSULTANT affirrns that he has not employed or retained any company or person, other
than a bona fide employee working for the CONSULTANT to solicit or secure this
CONTRACT, and that he has not paid or agreed to pay any company or person, other than a
bona fide employee, any fee, commission, percentage brokerage fee, gift, or any other
consideration, contingent upon or resulting from the award or making of the CONTRACT. For
breach or violation of this clause, the CITY may terminate this CONTRACT without liability,
and in its discretion, may deduct from the CONTRACT price or consideration, or otherwise
recover, the full amount of such fee, commission, percentage brokerage fee, gift, or contingent
fee that has been paid.
SECTION VIII- SUCCESSORS AND ASSIGNS
This CONTRACT shall not be assignable except upon the written consent of the parties hereto.
The parties have executed this CONTRACT this day of 20 1, lf.
A/
C T OF PEARLAND, TEXAS
CONSUL
Design 5 of 5 1:71. Revised 2110
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October 1, 261, 6
City of Pearland
3519 Liberty Drive
Pearland, Texas 77584
Attention: Trent Epperson, Projects Director
Subject: Hickory Slough Detention Pond and Max Road Sports Complex
Mr. Epperson,
Jacobs is pleased to submit the attached proposal for the design of the Hickory Slough Detention
Pond and Max Road Sports Facility. We have teamed with Clark Condon, Fugro Consultants,
Inc. and C.L. Davis Company to provide you with a highly qualified and experienced team of
consultants for this project.
By utilizing information provided in the PER we are able to keep the total basic engineering fee
(including money spent on the PER) to about 6% under what would be calculated using standard
fee curves. Even tough additional environmental, survey and geotec:hinical work is proposed it
will utilize what was produced in the PER and result more economical overall project.
We look forward to continuing to work with you on this project. If you have any questions, please
do not hesitate to contact me.
Jacobs,
Vernon H. Webb 11, P.E.
Sr. Project Manager
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Attachments
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Design 1 of 16
MOT=
The City of Pearland (City) has requested that Jacobs Engineering Group (Jacobs)
provide a contract for engineering services associated with the design and construction
of the first phase of the Hickory Slough Detention Basin and the Max Road Sports
Facility (The Project). A Preliminary Engineering Report (PER) was prepared for the
Hickory Slough Max Road Detention Basin by Carter Burgess, inc. in March of 2007
and a PER was prepared for the Max Road Soccer Complex by James Carrol Kell in
November of 2006.
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The PER contained general information associated with establishing design parameters
for the proposed detention, pond and sports complex projects. During the PER phase a
topographical survey of the site was conducted and 13 geotechnical, borings were taken
on a set grid pattern to identify general soil characteristics. In addition, a wetlands
delineation report was conducted on the detention basin property. The PER helped
determine several recommendations which are incorporated into this proposal'.
Due to projected construction costs, it was decided to divide the project into
phases. As a result, this proposal is for Phase I of the overall project.
The PER studied the hydraulics of the ultimate pond, but not the phased
approach. As a result additional hydraulics and hydrology work will be required
for this phase of the project.
To provide sewer service to the proposed sports complex, a sewer line will be
required along Max road. As a result additional topographical survey will be
needed in this area.
During the PER, properties were identified that will need to be acquired for the
project. Survey work associated with acquiring these properties and for platting
the overall property boundary are included in this project.
The PER identified a location for a pump station to drain the detention pond and
the location of a proposed concession/restroom building for the sports complex.
In addition it identified the need to provide lighting for some of the sports fields,
As a result, additional glieotechnical investigations will be needed based on the
final location of the proposed storm water pump station, building facility and light
foundations. Since soil borings and samples were taken in the PER, less
expensive cone penetrometer testing (CPT) can be done during this phase of the
project to provide the required design recommendations.
The environmental report completed previously did not identify any wetlands
within the property boundaries, but will be updated to meet new Corp of Engineer
requirements that were not in effect when the previous report was completed. In
addition, it will incorporate additional areas along the slough that will be impacted
by construction of erosion control measures, required by the drainage district,
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in! an overall more efficient and economicall project. i
Design 2 of 16
'Tart 0=1
A pre-proposal meeting was held with the City on March 201, 201 to define the scope of
work for the Engineering, Landscape Architecture and related services for this project.
In general, the detention pond portion of the project shall consist of:
Updating the Hydrology and Hydraulic models from the PER to account for phased
construction
Design of an inflow weir to transfer flow from the Slough to the detention pond
when the Slough exceeds a 10-year water surface elevation for phased'
construction
Design of an outfall to drain water from the pond back into the Slough
Design of a storm water pump station to drain the detention basin within 48 hours
of the water level in the Slough falling below the 1 0 -year water surface elevation.
The design shall consist of a minimum volume for the phase 1 detention facility, but
will] allow for additional excavation if favorable bid prices are received so that the
City can build as much of the ultimate detention basin as possible during this
phase of the project with the construction fund's available.
The City does not have a set detention capacity to be obtained from this project;
however, the capacity shall: be maximized while minimizing the negative impacts to
the sports complex. The facility wil'l be a regional detention facility and will
decrease the water level in the slough during flows events between the 10-year
and 1 00 -year recurrence levels.
In general, the design of the sports complex portion of the project shall consist of:
Review and update the recommendations from the PER with updated cost
estimates
Design of up to 6 lighted soccer or Multi purpose fields for construction in Phase 1
Evaluation and design of an under drain system (if necessary)
Evaluation and design (if applicable) of a water reuse system for irrigation of the
fields utilizing water collected from the field under drain system.
Desigin of irrigation and landscaping plans
Design of an access driveway and a lighted parking lot that will accommodate a
phased construction plan.
Design of a restroom facility with grinder pump station and sanitary force main
along Max Road to serve the project.
It is anticipated that the project will be divided into two separat�e bid packages.
The first package will be primarily a civil package and cons,ist of the detention
pond excavation, rough grading, weir and outfall structures, the storm water
pump station, internal drainage system for the pond (except for the field' under
drain system), parking lot, access road and wet utiles to and from the restroom
facility. The second package will primarily be an architectural package and
consist the final grading of the fields, field drainage, all landscape elements,
gation plans and restroom facility.
Design 3 of 16
Jacobs shall perform the following professional services upon authorization from th4
City in connection with the development of the Project. Jacobs will also retain thit.
services of an approved Landscape Architect to assist in the design of the Max Roa,
Sports Complex. A copy of: the Landscape Architect's, proposal is attached detailing thig
services to be provided.
Ill I R 17 1 117111111101 ME=
A. Project Management, Data Collection and Review of Preliminary Engineering
Report
1. Attend Design Kick-off meeting with City to review City's objectives
a. Refine, define, and agree on project scope requirements.
2. Provide project management to include coordination of ail sub-consultants,
monthly meetings with the City to report on the progress and resolve design an4
other issues and coordination meetings as required.
3. Review PERs and identify any required changes to the Project due to changes in
regulatory requirements, City objectives and budget constraints.
4. Identify any gaps in PER data and identify method to obtain supplemental
information including:
a. Surveys and Platting
b. Geotechnical reports or special recommendations
c. Environmental review and permitting
d. Parking and restroom requirements for sports complex
5. Review information provided by the City and/or presented in the Design kick-off
and/or coordination meetings pertaining to ad'ii I acent projects (current and future)
to identify any connections, coordination, adjacencies or impact to or from
subject projects. Identify any requirements stemming from these relationships if
they exists. These include, but may not be limited to
a, Coordination with City on requirements for the future sanitary sewer lift
station site.
b. Review of information pertaining to future Max Road and Hughes
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6. Determine utility requirements for the proposed improvements including water,
sewer, power, phone and communications for remote operations of the lights.
7. Prepare a letter report on the detention portion of the project including th4
findings from the items listed above and'the following:
a. Review of: overall drainage area(s) and any necessary sub-clrainag-_
areas.
b. Review the impacts on the receiving stream from the proposed phase*
detention facility for the 100 year and 10 year events, based on the 14
year and 100 year flow using the data provided during the PER.
Design 4 of 16
c. Review of alternatives to reduce fre• ,uenicy and severity of flooding in
the adjoining areas.
Compile top of pavement and curb elevations and determine in�leit sizem
and storm sewer pipe sizes and any structures that may be adjacent or
within the project, 'if necessary fo access road.
e. Identify any utility relocation; rig;ht-of-way and zoning/land use
considerations so that these may be incorporated into the overall
project effort.
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2. In addition to Item 1 above, the following will apply to the civil package'
a. For the 60% plans, include the following
i. Refine the hydrauilic computations and modeli'ng of the pond
conducted during the preliminary desi'gini phase.
Design 5 of 16
Design and prepare plans and details for perimeter drainage
swales, drainage struct�ures, and show Phase 1 and 2 (ultimate
construction)
iii. Review the Brazoria Drainage District No. 4 drainage requirements
associated with the drai,nage and/or detention facility; Identify any
requirements that may impact the drainage system being
contemplated.
Identify utility conflicts with private and other public utilities, submit
plans to all affected entities and organiize and chair a Utility
Relocation Conference to coordinate relocation schedule and
efforts.
v. Identify, plan for and incorporate revisions and upgrades to existing
infrastructure associated with the project, made necessary or in
conjunction with drainage objectives and work;
Work with the geotechnical engineer to identify the need for a
detention poncl under drain system or the removal and replacemenl
of the dispersive clays identified in the PER.
3. In addition to item 1 above, the following will apply to the landscape portion of the
architectural package:
a. For the 30% design, include:
i. Development of schematic design concepts
ii. Attendance at up to 3 project meetings
iii. Up to three (3) meetings between the landscape architect and
potential user groups for the sports complex.
iv. The Plans will illustrate the site layout of fields, parking, walks,
building locations and landscape concepts for the site.
v. Cost estimate based on schematic design
vi. Recommendations on the underdrain system and water reuse
system to be submitted. City to make a decision prior to
proceeding to 60% design.
�b. For the 60% design, include:
i. In written format, address and incorporate 30% comments into 60%
submittal
ii. Material selection for all elements
iii. Field details, grades, drawings and alll required technical
specifications for items not covered by City standard specifications.
iv. Irrigation concept and main line layout
v. Attendance at up to 3 project meetings
vi. Updated cost estimate
c. For the 90% design include:
i. Layout plans accurately locating all landscape elements as
approved in Design Development.
ii. Field details, grades and drainage.
iii. Planting plans including all tree, shrub, vine and groundcover
selections for all locations shall be in conformance with the Unified
Development Plan. Coordination with the Development Review
Committee shall be through the City Project Manager.
Design 6 of 16
iv. Details for all landscape materials with specifications as required
for proper coinstruction, installation or finishing of all landscape
components.
v. Irrigation plans including specifications, identification, location and
s,izing of the irrigation system and its component parts.
vi. Attend project meetings with the Owner, Client as needed. (4
meetings maximum)
4. In addition to item I above, the following will apply to the building, structural and
MEP portion of the architectural package:
a. Meetings during the design phases are limited to 4 meetings for the
purposes of coordinating design criteria, City comments and technical
specifications, and are limited to a maximum of two (2) architects and/or
Architect and Engineers.
b. For the 30% design (Schematic Design), include:
i. Pre-development meeting with Planning, Buiilding, Fire Marshall,
and Engineering departments for conceptual input. Review
Uniform Development Code.
ii. Plans Show the relationship of the programmatic space
requirements to scale and describes the functional requirements,
such as, flow, way finding, building support areas, and public areas.
iii, Sections Identifies the vertical relationships of the different levels
in relation to the existing grades.
iv. Interior and Exterior Concepts Initial concepts will be developed
in 3-D sketch renderings identifying materials and color in
compliance with the Uniform Development Code.
v. Major Building Systems The major building systems will be
identified, analyzed, selected, and coordinated with the
architectural drawings. The building systems will include structural
Architect and Engineering, mechanical Architect and Engineering,
electrical Architect and Engineering and plumbing Architect and
Engineering:.
vi. General Outline Specifications A general outline specifications will
be developed highllighting the major building divisions and
identifying the general quality of the project.
1. Duringi the Schematic Phase the Architect and Architect and
Engineer will:
2. Visual observation of existing site conditions.
3. Review applicable codes.
4. Compile design criteria and system descriptions upon review
of Owner's preliminary information defining requirements
5. Develop schematic food service layout for the concession
building. This effort is to determine anticipated infrastructure
requirements for food service equipment to be added at a
later date.
6. Coordinate space requirements and weights for MEP
systems.
7. Prepare preliminary chase requirements.
Design 7 of 16
8. Prepare system flow charts and risers.
9. Prepare a typical layout for:
a. HVAC
b. Lighting
c. Power
d. Plumbing
19. Begin utility company coordination for telephone, power,
water, sanitary and storm sewer with the civil engineer.
c. For the 60% submittal (Design, Development) include:
i. In written format, address and incorporate 30% comments into 60%
submittal
ii. The Design Development documents will refine and further develop
the design concepts and space planning established during: the
Schematic Design Phase. The main objective of the Design
Development Phase will be to
1 Finalize major design decisions and fix and describe the
architectural, structural, mechanical, electrical, plumbing
systems and building materials.,
2. Convey all key aspects of the design and building systems in
order that the Owners' acceptance of the design can be
obtained.
3. Develop an Order of Magnitude Cost estimated in CSI
divisions 1-16 format.
4. Serve as the basis for coordination among all team members
to begin the Construction Documents Phase which will, in
part, commence prior to completion of the Design
Development Phase.
5. During the Design Phase the Architect and Engineer will:
a. Prepare preliminary specifications.
b. Update drawings confirming space allocations for
MEP systems.
c. Review Owner-furnished information defining
requirements. All Owner furnished data must be
received by Jacobs duringi the design development
phase.
d. Updated chase requirements.
e. Finalize utility company coordination.
iii. For the 90% design (Construction Documents) include:
1. In written format, address and incorporate 60% comments
into 90% submittal
2. Finalize specifications.
3. Finalize drawings including equipment space allocafions and
chases.
4. Submit drawings to authorities having jurisdiction for
approval other than permitting.
5. Revise drawings as a result of final review.
iv. For 100% design (Construction Documents)
1. Permit through City Building Department
Design 8 of 16
1 Revise the H�ydrology Hydraulic Model to reflect the two phased
implementation and actual design concepts including:
a. Develop the detention pond characteristic curves for Phase I 11
b. Revise the pond outlet design for Pihase I 11
c. Revise the weir design for Phase I 11
d. Revise the unsteady HEC models for Phase I 11
e�. Revise the steady HEC-RAS models for Phase I 11
f. Develop the 1 1 1 profiles for Phase I 11;
I
3, Coordinate with the City of Pearland and Brazoria Drainage District 4.
Coordination with BBD 4 shall include coordination of the overall project and
receiving approvals on both the proposed plan sets.
4. Jacobs shall utilize the existing 1 0-year and 1: OOi-year stream models that we're
provided by the City during the PER.
Obtain and review appropriate environmental documentation, including
a. WetlandlWaters of the U.S. Delineation Report prepared for the City of
Pearland in September 2006 and included as an attachment to •i PER.
b. Current USFWS thireatened and endangered species list for razoriia
County
c. Current Texas Parks and Wildlife Department (TPWD) Annotated Coun
List of Rare Species for Brazoria County. It should be noted that
threatened and endangered species, survey is part of the NWP Generr-
Conditions requirements.
2. Threatened and endangered species determiination
a. Utilize USFWS and TPWD threatened and endangered species lists and
will coordinate with TPWD with regard to threatened and endangered
species within, the site vicinity and obtain any other appropriate information
necessary to make a determination.
b. Jacobs will conduct threatened and end�an,gered species surveys. Any
ident�ification of threatened and endangered species and/or their habital
will be noted the appropriate maps.
3. Wetlands determination
a data from the September 2006 report to perform preliminary
jurisdictional wetland determinations within the project site. The wetland
determinations will be conducted using the Interim Regional Supplement
to the Corps of Engineers Wetland Delineation Manual. Atlantic and Guff
Coastal Plain Region, October 2008, which became eff ective January 15,
Deqjgti 9 of 16
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4. Permitting
a. Determine what type permit is required for potential impacts to waters of
includ'ing wetlands, part of Section 404 the federal Clean
Water Act. Upon initial review of the work to be conducted, it appears thal
a Nationwide Permit (NWP) 43 (Stormwater Management Facilities) would
be required.
b. Prepare a NWP 43 (Stormwater Management Facilities) for construction
and maintenance stormwater management facilities, including the
excavation of stormwater ponds/facilities, detention basins, and retention
basins; the installation and maintenance water control structures, outfall
Design 10 of 16
structures and emergency spillways; and the maintenance dredging
existing stormwater management ponds/faciilities and detention; an
retention basins.
c. NWP 43 requires a Pre-Construction Notification (RCN). This task w
include preparation of the PCN. This task also includes any necessat
phone coordination with the USACE and supplying additional informatio
and/or revisions to the PCN- This task includes one field verification vis
with the USACE. Two (2) copies [one (1) copy for the City of Pearlan
and one (1) copy for the USACE] of the NWP PCN will be prepared an
submitted.
d4 This task includes preparing and processing a Texas Commission o
Environmental Quality (TCEQ) Tier I Water Quality checklist for the NWr
The completed Tier I water quality checklist will be attached to the abovE
referenced NWP PCN�. It should be noted that the TCEQ Tier I Checklii�
is required as part of' the NIWP program.
e. The wetland report, NWP PCN, and the TCEQ Tier I Checklist wiliill b
subm,itted to the USACE in one document upon approval from the City
Pearland.
f. Setup mitigation bank purchase for any required mitigation for the NW1
City responsible for cost of mitigation.
5. This Scope of Services does not include the preparation of US,ACE Individual
Permits, or any mitigation clesigns or plans associated with Section 404
permitting. This Scope of Services does not incl'ude any formal consultation with
the USFWS for any threatened or endangered species. Th�is Environmental
portion of the Scope of Services does not include conventional surveying or
cutting a line of sight through the proposed property due to dense vegetation.
This Scope of Services is based on the boundaries of the site being clearly
identifiable prior to conducting any field work. Should any of these services be
determined necessary, Jacobs will perform the associated work as an additional
service.
111111 mm�
2. Develop a geiotechnical report including recommendations for the design of the
proposed building, pump station, parking lot, access driveway and light
foundations.
3. Site clearing required to complete the geotechnical investigations.
Desip 11. oxf 16
11. Topographic and utility investigation survey on Max Road
2. Verify horizontal and vertical control for the construction of the architectural
package after completion of the civil package.
3. Control staking for sanitary sewer along Max Road
4. Boundary survey on (3) director lots, if needed. Included inl additional services.
5. Boundary survey on Simmons tract, if needed. Included in additional services.
M
Update the boundary survey
Establish control on Pearland control points
Preparation of minor plat
Obtain no objection! letters
Obtain City planning letter and up to date ownerships
Stake new reserve property corners
P=II I I I, I I MIXT IMF I I 11111111 III
I
1. Prepare both a SWQMP and a SWPPP in accordance with City of Pearland
requirements
1. Assist with design of Bid Proposal (the use of bid strategies to attain lowest
possible prices, for work, use of alternatives, etc.)
2, Provide Notice to Bidders (NTB) to the City Project Manager. City is responsible
for advertising.
3. Reproduce and disseminate bid sets to Dodge, AGC, BC, Amtek and (2) two sets
to the City [PM (1), Purchasing (1)1]
REMMM
6. Respond in writing to questions from bidders and prepare addenda as
necessary.
Design 12 of 16
7. Prepare Engineer's Recommendation of Award Letter that includes the following
required content:
a. Check for math errors and reconcile any mathematical discrepancies
b. Review for unbalanced bid items
c. Certified Bid Tabulation including Eng�ineer's estimate
d'i Review of contractor's financial standing and references provided
e. Explanation of discrepancies between the Engineer's estimate and bids
f. Recommendation to award
8. Attend City Council meeting and recommendation for award of Contract for
Construction
9. Produce and transmit to selected contractor five (5) sets of project manuals
ready for execution with City's Notice of Intent to Award (NOI)
0 Pin 1-M
2. Chair bi-monthly progress meetings with Construction Manager, Contractor
City of: Peiarland as needed.
3. Review comment Contractor's submittals, RFIs, Contractor Proposals,
Request for Change Orders (RCO) including coordination with the City's
Construction Manager on Proposals Change Orders.
4. Provide interpretive guidance for Contractor, Construction Manager in resolution
of problems.
5. Make site visits as needed and provide written field report. Site visits on days
other than the monthly progress meetings shall limited to 8 per project.
6. Conduct Substantial Completion Inspection with CM or PM to:
a. review progress of work for Substantial Completion walk through
b. generate a punch list of items for correction
c. substantiate items that are completed
cl, issue Certificate of Substantial Completion
e. issue Certificate of Final Completion when all items for substantial
completion punch list are completed.
7. Issue Final Completion Acceptance letter to City recommending acceptance
release of final payment
]Xs,ign 13 of 16
8. Within thirty (30) days after receipt of record drawings from the contractor or CM,
provide to the City one (1) set of full size reproducible record drawings, an
electronic file copy (PDF format) and an Auto AD file (,dwg), or compatible dxf
file
a. Definitions:
i. As-Builts "redlines": Contractor's record of field changes to the work
in line, grade elevation
ii. Record Drawings: Engineer's incorporation of contractor's As-Buflts
V. Additional Services The following; additional services are included in the overall
project fee, but will only be completed if it is agireed to by the City and the Engineer that
they are necessary for completing the project.
r�
Geotechnical Services: If clearing the site is required to reach the -r .w
p ling locations, the geotechnical consultant can provide this.
2. Texas Department Licensing Review. Submit plans for accessibility review
and address all resulting comments for compliance with TAS ADA (Final
Inspection).
3. Detention pond under drain. The PER identified the potential need for an under
drain system based, on the option of utilizing lime stabilization to treat the
dispersive clays identified in the geotechnical report. If this method is confirmed
during the design it will be completed' a separate (line item.
4. Water reuse system for irrigation: If selected, this option will allow for the reuse of
on-site storm drainage and groundwater collected from the potential under drain
system for onsite irrigation use.
5. Boundary survey of three director lots and the Simmons tract.
The following additional services are included in the proposal, but are not included in
the overall project fee. These are itemis that have been discussed during development
of the project scope, but are not anticipated to be incorporated into the final design due
to cost constraints. These item will only be completed if an approved contract
amendment is approved by the City.
NEW
2. Additional Surveying service can be provided on an hourly basis as need, and'
may include the following:
a,, Preparation individual parcel maps, Metes Bounds for easements and/or
Right of Way acquisition that includes:
Dosign 14 of 16
i. proposed easements right of way
iL requirements with owner's information
iii. parcel owner's information
iv. existing improvements
v. existing permanent improvements within 25' of proposed ROW
vi. abstracting, staking parcels
UNNEMEM=
1 Design Phase Project Management Coordination (Lump Sum)
2. Civil Plans (Lump Sum)
I Architectural Plans (Lump Sum)
4. Hydraulics Hydrology Services (Lump Sum)
5. Environmental Services (Lump Sum)
6. Geotec,hn,ical Services (subconsultant cost plus 10%)
7. Surveying Services (subconsu Itant cost plus 10%)
Storm Water Quality Management and SWPPP (Lump Sum)
9. Bid Phase Services for Civil Plans (Hourly, not to exceed)
10. Bid Phase Services for Landscape Architecture Plans
(Hourly, not to exceed")
11. Construction Phase Services for Civil Plans (Hourly, not to exceed)
12'. Construction Phase Services for Landscape Architecture
Plans (Hourly, not to exceed)
13. Reimbursable Expenses (Estimate), (cost plus 10
14.Additional Services (Estimate)
a. Clearing for Geotechnical investigation (Estimate 5 days
$1,980 per day)
b. TDLR coordination
c. Detention pond under drain system
d. Water re:use system for irrigation
e., Preparation of Boundary survey on (3) Director Lots
f. Preparation Boundary survey parcel out of Simmons Traci
WIM
A
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Reimbursable expenses shall consist of permitting fees, del�ivery charges and external
reproduction of reports,, review sets, or other del�iverables and shall be invoiced at actual
cost plus 10%. All internal reproduction costs or other internal expenses and mileage
(at current lRS rate), shall be invoiced r without a markup. Subconsultanit
services shall,
invoiced at cost plus 10%.
Design 15 of 16
If items are authorized on an hourly basis, they will be in accordance with the following
rate schedule
Position
Hourly Rate
Manager or Projects
$200
Electrical Engineer Sr. Hydrologist
$18,0
Project Manager Sr. Project Engineer
$150
Project Engineer/ Architect
$115
Environmental Planner
$115
Sr. CAD Designer
$100
EIT
$910
CAD
$80
Project Admin
$70
Project Controls
$70
Each design package will take 6 months to complete. The architectural package will be
complete approximately 2 months after the civil package. Bid and award will taker
approximately 3 months and construction on each package will last approximately 6 to i
months.
Design 1.6 of 16
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C. L. DAVIS COMPANY
LAND SUIALE-V4NG-
1500 Winding Way
Friendswood, Texas 77546
281.482.94"
FAX 281.482.1294
March 1, 2010
REVISED- April "7, 201
REVISED: September 0, 2010
Mr. Vernon Webb, P.E.
Jacobs North American Infrastructure
P, E. Water Infrastructure, I lousion
5995 Rogerdale Road
Houston, Texas 77072
Re: City of Peariand Max Road Detention Pond Site
Proposal No. 2010-029 (R2)
Ref. C. L Davis Job No. 114�21-51
70 0
Our proposal k)r land surveying services for the above referenced project is as follo✓s:
1. Topographic and Utility Investigation Survey and establish existing right-of-
way on Max Road frown southeatst corner of 'subject property to A valon Manor
Lane and portion qfA valon Manor Lane to Quiet A rbor Lane (Approximately
1,600') $7,20o 00
Z Verify horizontal and vertical control fear architectural package $2,400.00
3. Control staking for Sanitary Sewer extension from southeast corner of site to
A valonManor Lane S1,800.00
4. Preparation of Boundary Survey on (3) Director Loa S2,160.00
5 Preparation of Boundary Survey on Parcel out of Simmons tract. S1,800,00
6. THE FOLL 0 WING TASKS ARE REQUIRED FOR PREPARA TION OF MINOR FLAT:
A. Up-date Boundary Survey on above referenced site prepared on
12-17-2003- S4,800.00
B. Establish Horizontal and Vertical Control based on City of Pearland
controlpoints $1,800-00
f4irVai, ln, t re_xt -4)t Ate, of 7 far .Z elxo
2010 1 R).9 CoR Max Road I )Omificm P(md ajle W I Q)-50.doc
Mr. Vernon Webb, P_F_
Proposal No. 2010-029 (R2,)
September 30, 2010
page 2
C Preparation of Minor Plat per City of Peartand requirements $7,400.00
D. Obtain No Objection Letters $3 OA 00
E. Obtain City Planning Letterfrom Top Results Title Services and up-date
Adjoiningownerships......... S75000
F. Stake new reserve property corners
Total Amount of Proposal 532,810.00
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 $175,00
Registered Professional Ind Surveyor (RPLS) $125.00
Technical/CAD $95.00
Three-man field crew $120.00
Data Collector $40.00
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 Cifficer of the Board.
Thank you for the opportunity to submit this proposal and we took forward to working with You.
Sincerely,
C. L. Davis, R.P,I,.S-
Approved Accepted
Mr. Vernon Webb, P.E. Date
Jacobs— North American Infrastructure
tle_ in next f 7, txte, vf 7_ M fvr
201"29 iR?Wo P Mu R Detention Pond 1 ,iw f4 I 1-121-51sd4w
CAI,m 4��
September 30, 201
Mr. Vernon Webb It
Jacobs Engineering
5985 Roger Date Road
Houston, TX
1, IIJFRZ ON
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CLARK CONDON
A S S 0 C I A T E S
LANDSCAPE ARCHITECTUAC
We are pleased to make this proposal for landscape architectural design associated with the Max
Road Detention and Soccer Complex for the City of Pearland. For the purposes of this proposal,
you will be referred to as the Client, the City of Pearland as the Owner and Clark Condon
Associates, Inc. as the Landscape Architect.
SCOPE The Landscape Architect will prepare Landscape Architectural design for the proposed
Max Road Detention: and Soccer Complex. Elements to be included are as follows:
1. Coordination with the Client for the site parking, field grading and drainage, field and site
lighting.
Z Design and documentation of the site walkways, site furnishings, field turf, planting and
irrigation,
3. Meeting attendance.
SCHEMATIC DESIGN (30% Design) The Landscape Architect will collaborate with the Client in
the preparation of Schematic Design plans of the site. The plans will illustrate site layout of fields,
parking, walks, building locations and landscape concepts for the site. Services to be provided in
this phase include:
1. Work with Client and Owner to develop schematic design, concepts as requested.
2. Present Client and Owner advantages and disadvantages of sand based athletic fields with
subsurface drainage systems versus conventional sheet flow surface drainage system.
Study to include maintenance practices required on sand base fields critical to performance
and playability for long service life,
3. Present Client and Owner advantages and disadvantages of water reuse system for
irrigation of the fields.
4. Cost estimates based on Schematic Design.
5. Attend project meetings with the Owner, Client as needed. (3 meetings maximum)
6. Attend Stakeholder Meetings (3 meetings maximum)
DESIGN DEVELOPMENT (60% Design) Design Development will be initiated after the Owner and
Client's approval of the Schematic Design, Beginning in this phase, the design of the parking lot,
architecture, grading and lighting will be by others and not included in the Landscape Architect's
scope of work. Design Development plans will depict actual materials, sizes and locations of alt
landscape elements. Design Development drawings will be in AutoCadc! format. Services to be
provided in this phase include:
10 Stelb Link Road Houston, Texas 77
TEL '7 FAX 7
www.clarkcondon.corn
E
1 Materials selection for all elements.
2. Field details, grades and drawings.
1 Irrigation concept and main line layout.
4. Cost estimates based on Design Development drainage.
5. Coordination with client and project team.
6. Attend project meetings with the Owner, Client as needed. (3 meetings maximum)
CONSTRUCTION DOCUMENTS (90% and 100% Design) The Construction Documents phase
will be initiated after the Owner and Client's approval of the Design Development plans, The
Landscape Architect will prepare the Construction Documents and Technical Specifications for
bidding and installation of the project components. Services to be provided in this phase include:
1. Layout plans accurately locating all landscape elements as approved in Design
Development,
2. Field details, grades and drainage.
3. Planting plans including all tree, shrub, vine and groundcover selections for all locations. A
plant list including plant names, sizes and character desired will be provided.
4. Details for all landscape materials with specifications as required for proper construction,
installation or finishing of all landscape components.
5. Irrigation plans including specifications, identification, location and sizing of the irrigation
system and its component parts.
6. Update cost estimates.
7. Specifications in MasterSpec Format.
8. Final construction estimate to include unit costs at current construction dollars.
9. Revise the construction documents in a closing addendum, which incorporates any
revisions and cost saving items, agreed to during the bidding phase.
10. Attend project meetings with the Owner, Client as needed. (4 meetings maximum)
BIDDING After completion and approval of the Construction Documents, the Landscape Architect
will provide the Client with final plans to be included in the bid documents. Services to be provided
in this phase include:
1. Attendance at the Pre-Bid meeting
2. Preparation of addenda as necessary.
CONSTRUCTION ADMINISTRATION The Landscape Architect will provide Construction
Administration for the landscape architectural aspects of the project. Services to be provided in this
phase include:
1. Periodic visits (8 visits) to the site to observe the progress and quality of the design as
indicated on the drawings.
2. Select and tag all plant material.
3. Review shop drawings and material suppliers' products,
4. Issue clarification drawings as required.
5. Attend Project construction meetings as required and requested by the Owner and
Architect. (9 meetings maximum)
6. Attend substantial completion and final walk throughs and prepare punch fists.
0
11-1- 4r
FEE The total fee for this project is a lump sum fee based upon the estimated time for professional
services plus reimbursable expenses.
Schematic Design (30% Design) $15,750.00
Field Under Drain System (Feasibility Study) $1 00
Water Reuse System (Feasibility Study) $1,500-00
Stakeholder and Project Meetings $3,600.00
Design Development (60% Design) $15,750.00
Project Meetings $1,800.00
Construction Documents (100% Design) $21,000.00
Project Meetings $2,400.00
Bidding $2,500.00
Construction Administration $8,000.00
Project Meetings $5,400.00
Base Fee Total $78,700m
Allowances Field Under Drain System based on estimated increase in project construction
budget of $25 per field to provide complete Under Drain system with gravel and sand
base, the additional design fees are as follows for Design Development (60%) through
Construction Administration.
Field Design with Under Drain System design
for first field (Field 1) $15,000.00
Field Design with Under Drain System design
for each additional field $9,000.00/field
(Fields 2 6) $45,000.00
Allowances Water Reuse System for Irrigation the additional design fees associated with
the design of a water reuse system for field irrigation are as follows for Design Development
(60%) through Construction Administration.
Irrigation Water Reuse System Design lag2o— 00
Allowance Total $65,000.00
TOTAL PROJECT $143,700.(E
We consider Additional Services to include changes made after a phase of work has been accepted
and we have been authorized by the Client to proceed to the next phase.
REIMBURSABLE EXPENSES The Client shall pay the Landscape Architect for the cost of out of
town travel expenses, mileage, printing, and other directly related costs. All expenses will be billed
at cost.
M
EXTRA SERVICES Additional services, if requested by the Client, will be considered as extra
services and be billed hourly at the rates listed below.
Principal
$150.00/hour
Senior Associate
$115.00/hour
Project Manager
$1 00.001hour
Assistant Project Manager
$75.00/hour
Project Staff
$65-00/hour
Administrative
$55.00/hour
1. Topographic and boundary surveys,
2. Existing site engineering and utility base information.
3. Soil engineering, geotechnical consultant services or related testing, if required.
4. Civil, Structural and MEP engineering.
5. Architecture.
6. Desigin of Artificial Turf fields.
BILLING Billing shall be monthly based on the portion of the total estimated fee.. Invoices shall be
due upon receipt, Clark Condon Associates, Inc- reserves the right to charge the amount of interest
allowable under the current laws of the State of Texas on any invoices not paid within thirty (30)
days.
JURISDICTION The Texas Board of Architectural Examiners has jurisdiction over complaints
regarding the professional practices of persons registered as landscape architects in Texas. The
Board may be reached at the following address.
Texas Board of Architectural Examiners
P.O. Box 12337 Austin, TX 78711-2337
(512) 305-9000 Phone (512) 305--8900 Fax
TERMINATION If the Client should decide to terminate this Agreement, he shall give Clark Condon
Associates, Inc. seven (7) days written notice artd shall pay for all services rendered to the date of
termination. Clark Condon Associates, Inc, reserves the right to terminate this contract upon fifteen
(15 days notice if any amount billed to client is sixty days past due.
If this Agreement meets with your approval, please sign in the appropriate place below and return
one copy to us. We appreciate the opportunity to submit this proposal to you and look forward to
working with you.
Sincerely,
IlI
Sheila M. Condon FASLA
President Landscape Architect
El
d1l Iiii r1riiiiiiiii1q, Fili 111111
Proposal Alo. 041#-9950-0096 Revision 11 1
September 29, 2010
Jacobs
5995 Rogerdale Road
Houston, Texas 77072
Attention: Mr. Vernon H. Webb ll, P.E.
Sr. Project Manager
Proposal for Geo dy
Pump Station, Pavements, Structur
Pearland Soccer Complex
Pearland, Texas I
1 9
6100 1-10croft (77081)
P.O Box 74001
Houston, Texas 77274
Tel: (713) 369-WO
Fax: (713) 36
Fugro Consultants, lnc�. (Fugro) is pleased to present this revised proposal to perform a
geotechnical study for the proposed pump stations pavements, and structures to be constructed at
the Pearland Soccer Complex in the City of Pearland, Texas. Mr- Vernon H. Webb 11, P,E. with
Jacobs requested a draft proposal in a phone conversation with Mr. Scott A. Marr, P.P., LEED AP
with Fugro on March 24, 2010. Ms. Kathy Bender with Jacobs on behalf of Mr. Webb requested a
revised proposal in a phone conversation with Mr. Marr on September 29, 2010. This revised
proposal includes a brief summary of our understanding of the project as well as our proposed
scope of services, assumptions, anticipated schedule, and cost and terms for the completion of our
study.
We understand that the City of Pearland plans to! construct the Pearland Soccer Complex along
Max Road near the intersection of Cliff Stone Road in Pearland, Texas, We understand that the
project civil engineer is Jacobs. Based on drawings provided to us by Jacobs, the project will be
constructed in two phases. Phase I is the eastern portion of the site and will include four soccer
fields, two multi-use fields, a singfe-story restroom and storage building, parking areas, an access
road, and a pump station. Phase 2 is the western portion of the site and will include s,ix soccer
fields, a single�story concessions bIuil:ding�, parking areas, and an access road. We understand' that
both phases will include lighting poles approximately 90-feet in height. The drawings indicate that
both flexible and rigid pavements will be considered for the proposed parking areas and access
roads. Compacted gravel is currently being considered for a temporary access road to be included
in Phase 1
The proposed Pearland Soccer Complex is being constructed within the Hickory Slough Max
Road Detention Basin. Fugro previously completed a geotechnical study at the project site for the
A member of the Fugro grOUP of companies with offices thirmighout the world.
Mr. Vemon H. Webb 11, RE, September 29, 2010
Jacobs Page 2
detention basin. The results of our study were presented in Fugro Report No. 0415-1605 dated
October 23, 2006, Our previous geotechnical study included 13 geotechnical borings, each to a
depth of 20 feet below existing grade. We understand that site grade within the detention basin will
be lowered approximately 7 to 8 feet below existing grade at the time of our previous study-
Purpose and Scope of Services
The purposes of our geotechnical study will be to: 1) review existing geotechnical data from our
previous study at the project site, 2) confirm subsurface soil and depth-to-water conditions for the
proposed pump station, 3) develop geotechnical engineering recommendations to guide others in
the design and construction of the proposed pavements and structures, and 4) prepare an
engineering report summarizing our findings and recommendations. The following sections of this
proposal further describe our proposed scope of services.
Field Exploration. Based on information provided by Jacobs, we plan to perform Gone
penetrometer testing (CPT) across the site at within the footprint of the proposed pump station
using our all-terrain CPT equipment. We understand the Hickory Slough Max Road Detention
Basin is currently lightly wooded and access, to the proposed CPT locations may be limited. A Site
visit will be performed prior to scheduling our field exploration to assess the need for site clearing
services. We have included an estimate for site clearing services in this proposal. Our field
exploration program will consist of the fallowing:.
coordinate our field exploration services with the City of Pearland, Texas and Jacobs;
perform 2 days of CPT soundings, completing approximately 12 to 20 soundings across the
site and at the proposed pump station, each to a depth of approximately 40 feet below
existing grade; and
backfill the CPT soundings with sand after completion of the CPT testing.
The CPT includes a steel cone equipped with pressure transducers that measure the tip resistance
and frictional resistance along the sleeve. In addition, the CPT can measure pore pressure to
estimate groundwater depths. The CPT is hydraulically advanced into the subsurface and
produces no cuttings or drilling spoils. Continuous, real-time data is collected at the ground
surface and software is used to correlate the results to soil types. Therefore, laboratory testing will
not be required for our field exploration.
Engineering Analyses and Reporting. As the field and potential laboratory data becomes
available, engineering analyses and reporting will be performed. The engineering analyses and
reporting will include.
discussion of our current field exploration;
generalized soil conditions at the proposed site based on the results of our field exploration
activities and review of existing geotechnical data from Our previous geotechnical study at
the project site;
Mr. Vernon H. Webb 11, P.E. September 29, 2010
Jacobs Page, 3
lateral earth pressures for the design of the proposed pump station;
recommendations for suitable shallow foundation types for the proposed light poles and one-
story structures, including spread and strip footings and drilled footings;
if needed, recommendations for suitable deep foundation types for the proposed light poles,
including drilled shafts or auger cast-in-place piles;
slab on grade recommendations;
general pavement recommendations for typical sections for parking areas and access roads,
including flexible and rigid pavement sections and
construction considerations including: site preparation, OSHA requirements for shallow open-
cut excavations, fill selection and placement, and construction monitoring.
j�= mum a
Several assumptions have been made in developing this proposal and, if not valid, will constitute a
change in scope requiring an adjustment in the project cost and schedule. The assumptions are
as follows:
One mobilization/demobilization is required for performing CPT soundings.
Access, right-of-entry, and any other permits required for site access and drilling will be
obtained by the City of Pearland and Jacobs 2(ior to our field crew arrival onsite.
Site clearing will be required for the site. Site clearing will be performed prior to the
mobilization of our field exploration equipment.
CPT sounding locations will be selected and staked by Fugro personnel and the City of
Pearland p�or to our field crew arrival onsite.
We will contact DigTess to locate public utilities. Private underground utilities in the vicinity
of the soundings or borings will be clearly marked by the City of Pearland g[jgr to our field
crew arrival onsite.
CPT sounding locations will be accessible to our all-terrain field exploration equipment.
CPT sounding locations will be free of underground and overhead obstructions. If we
encounter underground obstructions, additional costs may be incurred. We will notify the
City of Pea:rland and Jacobs of any changes to our proposed services, fee, and schedule.
Our field services can be performed in Level D personal protective equipment. No additional
safety training will be required.
Services can be performed during normal daytime working hours or on the weekend.
Mr Vernon H Webb 11, P.E. September 29, 2010
Jacobs Page 4
We will make reasonable efforts, to limit distress to landscaped; areas, however we are not
responsible for damage to landscaped areas.
An electronic site plan with boring locations will be provided by Jacobs for our Plan of
Borings, pf Lor to our field crew arrival onsite.
We have not included allowances for meetings in our proposal- Any meetings will be billed in
accordance with our attached fee Schedule A-201 0, Professional and Technical Fees (USA).
Environmental assessment, evaluation, and/or analyses are outside the scope of our
services. A geologic fault study is also beyond the scope of our services.
Schedule of Services
The following anticipated schedule of services was developed based on our understanding of the
project requirements:
A site visit to field locate the proposed sounding locations and determine site access to the
locations will be performed within 1 week after authorization.
Site clearing services to start approximately 1 week after the site visit.
Our field exploration activities will begin within I week of the completion of our site clearing
services and take about 2 days to complete, depending on rig availability, weather, and site
access.
Graft copies of the CPT soundings logs can be provided approximately 3 days after the
completion of field exploration activities,
The report will be issued within 2 weeks of completion of our field services.
4 signed copies of the final report will be issued.
Geotechnical services to be performed in accordance with our attached Schedule 40.01
(Rev. Jan. 07), General Conditions for Technical Services.
We propose to perform the geotech:nical services described herein With Our CPT-based
investigation without site clearing services on a time-and-materials basis for an estimated fee
of $23,000 according to the following fees:
c CPT-based Geotechni:cal Field Exploration $7,50Z
o Five Days for Site Clearing
Any consultation after completion of our report will be billed on a time-and-materials basis in
accordance with our attached fee Schedule A -2010 Professional and Technical Fees (USA).
Mr. Vemon H, Webb 11, P.E.
Jacobs
This cost estimate will remain valid for a period of 60 days.
September 29, 2010
Page 5
Additional Services
If any significant changes are made in our scope of services as described above, or if the soil
conditions encountered are significantly different from those anti6pated, additional analyses or
additional field exploration might be required. Any services required beyond the scope proposed
herein will be undertaken only after receiving your authorization and after an adjustment has been
made to our fee to cover the additional services.
Authorization
If this cost estimate meets with your approval, please sign in the space provided at the end of this
document and return an executed copy for our records.
Mr. Vernon H. Webb 11, RE Se pterri ber 29, 2010
Jacobs Page 6
We appreciate the opportunity to be of service to Jacobs and the City of Pearland, Texas. We look
forward to working with you on this project. If you need further information or if you have any
questions, please contact:
Fugro Consultants, Inc.
6100 Hillcroft
Houston, Texas 77081:
F-w Y,14. (713 c 8
Attachments:
Schedule 40.01 (Rev. Jan. 07), General Conditions for Technical Services
Schedule A-2010-Proposal No. 0410-9950-0096-Revision No. 1, Professional and Technica:1
Fees (U.S.A.)
Copies Submitte&
Addressee Email: vernon.webb@jacobs.com
JPCISAM
R%04120VO I -DO NO I USE BE Y() 26 Apt d,'
FUGRO CONSULTANTS, INC.
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Schedule A-2010-Proposal No. 0410-9950-0096 Revision No. 1
Page 1 of 1
1.0 Analysis, Consultation, and Report Preparation. Fees for our professional services,
including project administration, are based on the time of professional, technical, and other
support personnel directly applied to the project. Personnel participating in judicial proceedings,
whether it be expert or witness testimony, delivery of depositions, consultation
to legal counsel,
or preparation for such, will be billed at 1.5 times the standard rates quoted below. Rates for
overtime, weekend work, and emergency response will be quoted on request.
Title
Hourly Rate
1.1 Principal..
$205
1.2 Sr. Project Manager/ Senior Consultant...
$180
1.3 Consultant.....
$155
1.4 Project Manager
$150
1.5 Senior Professional..
$135
1.6 Project Professional
$120
IJ Technical Designer—
$105
1.8 Staff Professional
85
1.9 Specialist Technician..,...
75
1.10 Senior Technician
65
1.11 Technician
50
1.12 CAD Specialist_
75
1.13 Word Processor/Engineering Aide/Office Assistant
60
1.14 Aide
50
2.0 Reimbursable Expenses. Expenses, other than salary costs, that are directly attributable to
the performance of our professional services are billed either under separate fee schedules or
as follows:
2.1 Transportation in leased or company vehicles is $115/day (1/2-day minimum) plus
current IRS rates for mileage. Transportation in our personal automobiles will be billed
at current IRS rates.
2.2 Direct project expenses including, but not limited to, authorized travel, sample shipment,
subcontracts, long distance communications, outside reproduction, and mailing
expense, cost plus 10 percent.
2.3 Time of external personnel retained for the project is charged at an assigned billing rate
comparable to others in our company of corresponding expertise and experience.
3.0 Other Services. Projects may require other services, such as: field exploration, field or
laboratory testing, reproduction, or computer services, which are not covered by this schedule.
Fee schedules for other services can be provided upon request.
t.0 International Projects. The above hourly rates apply for U.S,A. based personnel, Rates for
non-U.S.A. personnel will be provided as needed.
JACOBS
I 1 0 0 111,119,111 Il
A I
5995 Rir)gerdzile Road
P 0 Box 53495
1 IeY61vGl, p, 5,xas 77052 3 U S.A
IM2351 6(K)0 Fax �,8323517/00
Attention: Ms. Andrea Brinkley
Co wr aniv: Citv of Peadand
Address: 351 "Li e�C�rive
Pearland, Texas 77581
L 1 I
t,at�e: 1 O/o8/1 0 T�roi No.: n/a
Re: City of Pearland Si Contract for
Hickory Slouah Detention and Max Road
0 For Approval 0 For Your Use El For Review Comments
Remarks: I!yoy hav uestioni lease conta )983.2357.
SENDER
IBM_ I
W74NIMIMMMIM
COPIES
Project RR 11.1
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