professional services agreement between the city of avondale and ty

Transcription

PROFESSIONAL SERVICES AGREEMENT
BETWEEN
THE CITY OF AVONDALE
AND
T.Y. LIN INTERNATIONAL, INC.
THIS PROFESSIONAL SERVICES AGREEMENT (this “Agreement”) is entered into
as of March 18, 2013, between the City of Avondale, an Arizona municipal corporation (the
“City”) and T.Y. Lin International, Inc., a California corporation (the “Consultant”).
RECITALS
A.
The City issued a Request for Qualifications, EN 12-054 “FY 2012/2013
Professional Consultants Selection List,” which was amended on May 14, 2012, by that certain
Addendum No. 1 (collectively the “RFQ”), a copy of which is on file in the City’s Finance
Office and incorporated herein by reference, seeking statements of qualifications from vendors
for professional consulting services.
B.
The Consultant submitted a Statement of Qualifications in response to the RFQ
(the “SOQ”), attached hereto as Exhibit A and incorporated herein by reference, and the City
desires to enter into an Agreement with the Consultant for transportation design engineering
services for 107th Avenue between Van Buren Street and McDowell Road (the “Services”).
AGREEMENT
NOW, THEREFORE, in consideration of the foregoing recitals, which are incorporated
herein by reference, the following mutual covenants and conditions, and other good and valuable
consideration, the receipt and sufficiency of which are hereby acknowledged, the City and the
Consultant hereby agree as follows:
1.
Term of Agreement. This Agreement shall be effective as of the date first set
forth above and shall remain in full force and effect until December 31, 2013 (the “Initial
Term”), unless terminated as otherwise provided pursuant to the terms and conditions of this
Agreement. After the expiration of the Initial Term, this Agreement may be renewed for one
successive one-year term (a “Renewal Term”) if (i) it is deemed in the best interests of the City,
subject to availability and appropriation of funds for renewal in the subsequent year, (ii) at least
30 days prior to the end of the then-current term of the Agreement, the Consultant requests, in
writing, to extend the Agreement for the additional one-year term and (iii) the City approves the
additional one-year term in writing (including any price adjustments approved as part of this
Agreement), as evidenced by the City Manager’s signature thereon, which approval may be
withheld by the City for any reason. The Consultant’s failure to seek a renewal of this
Agreement shall cause the Agreement to terminate at the end of the then-current term of this
Agreement; provided, however, that the City may, at its discretion and with the agreement of the
Consultant, elect to waive this requirement and renew this Agreement. The Initial Term and the
Renewal Term are collectively referred to herein as the “Term.” Upon renewal, the terms and
conditions of this Agreement shall remain in full force and effect.
1917849.1
2.
Scope of Work. Consultant shall provide the Services according to the schedule
and in the manner set forth in the Scope of Work, Fee Proposal and Schedule (the “Scope”)
attached hereto as Exhibit B and incorporated herein by reference.
3.
Compensation. The City shall pay Consultant an amount not to exceed
$91,243.49.00 for the Services at the rates as set forth in the Scope, attached hereto as Exhibit B.
4.
Payments. The City shall pay the Consultant monthly, based upon work
performed and completed to date, and upon submission and approval of invoices. All invoices
shall document and itemize all work completed to date. Each invoice statement shall include a
record of time expended and work performed in sufficient detail to justify payment.
5.
Documents. All documents, including any intellectual property rights thereto,
prepared and submitted to the City pursuant to this Agreement shall be the property of the City.
6.
Consultant Personnel. Consultant shall provide adequate, experienced personnel,
capable of and devoted to the successful completion of the Services to be performed under this
Agreement. Consultant agrees to assign specific individuals to key positions. If deemed
qualified, the Consultant is encouraged to hire City residents to fill vacant positions at all levels.
Consultant agrees that, upon commencement of the Services to be performed under this
Agreement, key personnel shall not be removed or replaced without prior written notice to the
City. If key personnel are not available to perform the Services for a continuous period
exceeding 30 calendar days, or are expected to devote substantially less effort to the Services
than initially anticipated, Consultant shall immediately notify the City of same and shall, subject
to the concurrence of the City, replace such personnel with personnel possessing substantially
equal ability and qualifications.
7.
Inspection; Acceptance. All work shall be subject to inspection and acceptance
by the City at reasonable times during Consultant’s performance. The Consultant shall provide
and maintain a self-inspection system that is acceptable to the City.
8.
Licenses; Materials. Consultant shall maintain in current status all federal, state
and local licenses and permits required for the operation of the business conducted by the
Consultant. The City has no obligation to provide Consultant, its employees or subcontractors
any business registrations or licenses required to perform the specific services set forth in this
Agreement. The City has no obligation to provide tools, equipment or material to Consultant.
9.
Performance Warranty. Consultant warrants that the Services rendered will
conform to the requirements of this Agreement and to the highest professional standards in the
field.
10.
Indemnification. To the fullest extent permitted by law, the Consultant shall
indemnify, defend and hold harmless the City and each council member, officer, employee or
agent thereof (the City and any such person being herein called an “Indemnified Party”), for,
from and against any and all losses, claims, damages, liabilities, costs and expenses (including,
but not limited to, reasonable attorneys’ fees, court costs and the costs of appellate proceedings)
to which any such Indemnified Party may become subject, under any theory of liability
1917849.1
2
whatsoever (“Claims”), insofar as such Claims (or actions in respect thereof) relate to, arise out
of, or are caused by or based upon the negligent acts, intentional misconduct, errors, mistakes or
omissions, in connection with the work or services of the Consultant, its officers, employees,
agents, or any tier of subcontractor in the performance of this Agreement. The amount and type
of insurance coverage requirements set forth below will in no way be construed as limiting the
scope of the indemnity in this Section.
11.
Insurance.
11.1
General.
A.
Insurer Qualifications. Without limiting any obligations or
liabilities of Consultant, Consultant shall purchase and maintain, at its own expense,
hereinafter stipulated minimum insurance with insurance companies authorized to do
business in the State of Arizona pursuant to ARIZ. REV. STAT. § 20-206, as amended, with
an AM Best, Inc. rating of A- or above with policies and forms satisfactory to the City.
Failure to maintain insurance as specified herein may result in termination of this
Agreement at the City’s option.
B.
No Representation of Coverage Adequacy. By requiring insurance
herein, the City does not represent that coverage and limits will be adequate to protect
Consultant. The City reserves the right to review any and all of the insurance policies
and/or endorsements cited in this Agreement, but has no obligation to do so. Failure to
demand such evidence of full compliance with the insurance requirements set forth in this
Agreement or failure to identify any insurance deficiency shall not relieve Consultant
from, nor be construed or deemed a waiver of, its obligation to maintain the required
insurance at all times during the performance of this Agreement.
C.
Additional Insured. All insurance coverage and self-insured
retention or deductible portions, except Workers’ Compensation insurance and
Professional Liability insurance, if applicable, shall name, to the fullest extent permitted
by law for claims arising out of the performance of this Agreement, the City, its agents,
representatives, officers, directors, officials and employees as Additional Insured as
specified under the respective coverage sections of this Agreement.
D.
Coverage Term. All insurance required herein shall be maintained
in full force and effect until all work or services required to be performed under the terms
of this Agreement are satisfactorily performed, completed and formally accepted by the
City, unless specified otherwise in this Agreement.
E.
Primary Insurance. Consultant’s insurance shall be primary
insurance with respect to performance of this Agreement and in the protection of the City
as an Additional Insured.
F.
Waiver. All policies, except for Professional Liability, including
Workers’ Compensation insurance, shall contain a waiver of rights of recovery
(subrogation) against the City, its agents, representatives, officials, officers and
1917849.1
3
employees for any claims arising out of the work or services of Consultant. Consultant
shall arrange to have such subrogation waivers incorporated into each policy via formal
written endorsement thereto.
G.
Policy Deductibles and/or Self-Insured Retentions. The policies
set forth in these requirements may provide coverage that contains deductibles or selfinsured retention amounts. Such deductibles or self-insured retention shall not be
applicable with respect to the policy limits provided to the City. Consultant shall be
solely responsible for any such deductible or self-insured retention amount.
H.
Use of Subcontractors. If any work under this Agreement is
subcontracted in any way, Consultant shall execute written agreements with its
subcontractors containing the indemnification provisions set forth in this Section and
insurance requirements set forth herein protecting the City and Consultant. Consultant
shall be responsible for executing any agreements with its subcontractors and obtaining
certificates of insurance verifying the insurance requirements.
I.
Evidence of Insurance. Prior to commencing any work or services
under this Agreement, Consultant will provide the City with suitable evidence of
insurance in the form of certificates of insurance and a copy of the declaration page(s) of
the insurance policies as required by this Agreement, issued by Consultant’s insurance
insurer(s) as evidence that policies are placed with acceptable insurers as specified herein
and provide the required coverages, conditions and limits of coverage specified in this
Agreement and that such coverage and provisions are in full force and effect.
Confidential information such as the policy premium may be redacted from the
declaration page(s) of each insurance policy, provided that such redactions do not alter
any of the information required by this Agreement. The City shall reasonably rely upon
the certificates of insurance and declaration page(s) of the insurance policies as evidence
of coverage but such acceptance and reliance shall not waive or alter in any way the
insurance requirements or obligations of this Agreement. In the event any insurance
policy required by this Agreement is written on a “claims made” basis, coverage shall
extend for two years past completion of the Services and the City’s acceptance of the
Consultant’s work or services and as evidenced by annual certificates of insurance. If
any of the policies required by this Agreement expire during the life of this Agreement, it
shall be Consultant’s responsibility to forward renewal certificates and declaration
page(s) to the City 30 days prior to the expiration date. All certificates of insurance and
declarations required by this Agreement shall be identified by referencing the RFQ
number and title or this Agreement. A $25.00 administrative fee shall be assessed for all
certificates or declarations received without the appropriate RFQ number and title or a
reference to this Agreement, as applicable. Additionally, certificates of insurance and
declaration page(s) of the insurance policies submitted without referencing the
appropriate RFQ number and title or a reference to this Agreement, as applicable, will be
subject to rejection and may be returned or discarded. Certificates of insurance and
declaration page(s) shall specifically include the following provisions:
(1)
The City, its agents, representatives, officers, directors,
officials and employees are Additional Insureds as follows:
1917849.1
4
(a)
Commercial General Liability – Under Insurance
Services Office, Inc., (“ISO”) Form CG 20 10 03 97 or equivalent.
(b)
Auto Liability – Under ISO Form CA 20 48 or
(c)
Excess Liability – Follow Form to underlying
equivalent.
insurance.
(2)
Consultant’s insurance shall be primary insurance with
respect to performance of the Agreement.
(3)
All policies, except for Professional Liability, including
Workers’ Compensation, waive rights of recovery (subrogation) against City, its
agents, representatives, officers, officials and employees for any claims arising
out of work or services performed by Consultant under this Agreement.
(4)
A 30-day advance notice cancellation provision.
If
ACORD certificate of insurance form 25 (2001/08) is used, the phrases in the
cancellation provision “endeavor to” and “but failure to mail such notice shall
impose no obligation or liability of any kind upon the company, its agents or
representatives” shall be deleted. Certificate forms other than ACORD form shall
have similar restrictive language deleted.
11.2
Required Insurance Coverage.
A.
Commercial General Liability.
Consultant shall maintain
“occurrence” form Commercial General Liability insurance with an unimpaired limit of
not less than $1,000,000 for each occurrence, $2,000,000 Products and Completed
Operations Annual Aggregate and a $2,000,000 General Aggregate Limit. The policy
shall cover liability arising from premises, operations, independent contractors, productscompleted operations, personal injury and advertising injury. Coverage under the policy
will be at least as broad as ISO policy form CG 00 010 93 or equivalent thereof,
including but not limited to, separation of insured’s clause. To the fullest extent allowed
by law, for claims arising out of the performance of this Agreement, the City, its agents,
representatives, officers, officials and employees shall be cited as an Additional Insured
under ISO, Commercial General Liability Additional Insured Endorsement form CG 20
10 03 97, or equivalent, which shall read “Who is an Insured (Section II) is amended to
include as an insured the person or organization shown in the Schedule, but only with
respect to liability arising out of “your work” for that insured by or for you.” If any
Excess insurance is utilized to fulfill the requirements of this subsection, such Excess
insurance shall be “follow form” equal or broader in coverage scope than underlying
insurance.
B.
Vehicle Liability. Consultant shall maintain Business Automobile
Liability insurance with a limit of $1,000,000 each occurrence on Consultant’s owned,
1917849.1
5
hired and non-owned vehicles assigned to or used in the performance of the Consultant’s
work or services under this Agreement. Coverage will be at least as broad as ISO
coverage code “1” “any auto” policy form CA 00 01 12 93 or equivalent thereof. To the
fullest extent allowed by law, for claims arising out of the performance of this
Agreement, the City, its agents, representatives, officers, directors, officials and
employees shall be cited as an Additional Insured under ISO Business Auto policy
Designated Insured Endorsement form CA 20 48 or equivalent. If any Excess insurance
is utilized to fulfill the requirements of this subsection, such Excess insurance shall be
“follow form” equal or broader in coverage scope than underlying insurance.
C.
Professional Liability. If this Agreement is the subject of any
professional services or work, or if the Consultant engages in any professional services or
work adjunct or residual to performing the work under this Agreement, the Consultant
shall maintain Professional Liability insurance covering negligent errors and omissions
arising out of the Services performed by the Consultant, or anyone employed by the
Consultant, or anyone for whose negligent acts, mistakes, errors and omissions the
Consultant is legally liable, with an unimpaired liability insurance limit of $2,000,000
each claim and $2,000,000 annual aggregate. In the event the Professional Liability
insurance policy is written on a “claims made” basis, coverage shall extend for two years
past completion and acceptance of the Services, and the Consultant shall be required to
submit certificates of insurance and a copy of the declaration page(s) of the insurance
policies evidencing proper coverage is in effect as required above. Confidential
information such as the policy premium or proprietary information may be redacted from
the declaration page(s) of each insurance policy, provided that such redactions do not
alter any of the information required by this Agreement.
D.
Workers’ Compensation Insurance. Consultant shall maintain
Workers’ Compensation insurance to cover obligations imposed by federal and state
statutes having jurisdiction over Consultant’s employees engaged in the performance of
work or services under this Agreement and shall also maintain Employers Liability
Insurance of not less than $500,000 for each accident, $500,000 disease for each
employee and $1,000,000 disease policy limit.
11.3 Cancellation and Expiration Notice. Insurance required herein shall not
expire, be canceled, or be materially changed without 30 days’ prior written notice to the City.
12.
Termination; Cancellation.
12.1 For City’s Convenience. This Agreement is for the convenience of the
City and, as such, may be terminated without cause after receipt by Consultant of written notice
by the City. Upon termination for convenience, Consultant shall be paid for all undisputed
services performed to the termination date.
12.2 For Cause. If either party fails to perform any obligation pursuant to this
Agreement and such party fails to cure its nonperformance within 30 days after notice of
nonperformance is given by the non-defaulting party, such party will be in default. In the event
of such default, the non-defaulting party may terminate this Agreement immediately for cause
1917849.1
6
and will have all remedies that are available to it at law or in equity including, without limitation,
the remedy of specific performance. If the nature of the defaulting party’s nonperformance is
such that it cannot reasonably be cured within 30 days, then the defaulting party will have such
additional periods of time as may be reasonably necessary under the circumstances, provided the
defaulting party immediately (A) provides written notice to the non-defaulting party and (B)
commences to cure its nonperformance and thereafter diligently continues to completion the cure
of its nonperformance. In no event shall any such cure period exceed 90 days. In the event of
such termination for cause, payment shall be made by the City to the Consultant for the
undisputed portion of its fee due as of the termination date.
12.3 Due to Work Stoppage. This Agreement may be terminated by the City
upon 30 days’ written notice to Consultant in the event that the Services are permanently
abandoned. In the event of such termination due to work stoppage, payment shall be made by
the City to the Consultant for the undisputed portion of its fee due as of the termination date.
12.4 Conflict of Interest. This Agreement is subject to the provisions of ARIZ.
REV. STAT. § 38-511. The City may cancel this Agreement without penalty or further
obligations by the City or any of its departments or agencies if any person significantly involved
in initiating, negotiating, securing, drafting or creating this Agreement on behalf of the City or
any of its departments or agencies is, at any time while the Agreement or any extension of the
Agreement is in effect, an employee of any other party to the Agreement in any capacity or a
consultant to any other party of the Agreement with respect to the subject matter of the
Agreement.
12.5 Gratuities. The City may, by written notice to the Consultant, cancel this
Agreement if it is found by the City that gratuities, in the form of economic opportunity, future
employment, entertainment, gifts or otherwise, were offered or given by the Consultant or any
agent or representative of the Consultant to any officer, agent or employee of the City for the
purpose of securing this Agreement. In the event this Agreement is canceled by the City
pursuant to this provision, the City shall be entitled, in addition to any other rights and remedies,
to recover and withhold from the Consultant an amount equal to 150% of the gratuity.
12.6 Agreement Subject to Appropriation. This Agreement is subject to the
provisions of ARIZ. CONST. ART. IX, § 5 and ARIZ. REV. STAT. § 42-17106. The provisions of
this Agreement for payment of funds by the City shall be effective when funds are appropriated
for purposes of this Agreement and are actually available for payment. The City shall be the sole
judge and authority in determining the availability of funds under this Agreement and the City
shall keep the Consultant fully informed as to the availability of funds for the Agreement. The
obligation of the City to make any payment pursuant to this Agreement is a current expense of
the City, payable exclusively from such annual appropriations, and is not a general obligation or
indebtedness of the City. If the City Council fails to appropriate money sufficient to pay the
amounts as set forth in this Agreement during any immediately succeeding fiscal year, this
Agreement shall terminate at the end of then-current fiscal year and the City and the Consultant
shall be relieved of any subsequent obligation under this Agreement.
1917849.1
7
13.
Miscellaneous.
13.1 Independent Contractor. The Consultant acknowledges and agrees that the
Services provided under this Agreement are being provided as an independent contractor, not as
an employee or agent of the City. Consultant, its employees and subcontractors are not entitled
to workers’ compensation benefits from the City. The City does not have the authority to
supervise or control the actual work of Consultant, its employees or subcontractors. The
Consultant, and not the City, shall determine the time of its performance of the services provided
under this Agreement so long as Consultant meets the requirements of its agreed Scope of Work
as set forth in Section 2 above and in Exhibit B. Consultant is neither prohibited from entering
into other contracts nor prohibited from practicing its profession elsewhere. City and Consultant
do not intend to nor will they combine business operations under this Agreement.
13.2 Applicable Law; Venue. This Agreement shall be governed by the laws of
the State of Arizona and suit pertaining to this Agreement may be brought only in courts in
Maricopa County, Arizona.
13.3 Laws and Regulations. Consultant shall keep fully informed and shall at
all times during the performance of its duties under this Agreement ensure that it and any person
for whom the Consultant is responsible abides by, and remains in compliance with, all rules,
regulations, ordinances, statutes or laws affecting the Services, including, but not limited to, the
following: (A) existing and future City and County ordinances and regulations, (B) existing and
future State and Federal laws and (C) existing and future Occupational Safety and Health
Administration standards.
13.4 Amendments. This Agreement may be modified only by a written
amendment signed by persons duly authorized to enter into contracts on behalf of the City and
the Consultant.
13.5 Provisions Required by Law. Each and every provision of law and any
clause required by law to be in the Agreement will be read and enforced as though it were
included herein and, if through mistake or otherwise any such provision is not inserted, or is not
correctly inserted, then upon the application of either party, the Agreement will promptly be
physically amended to make such insertion or correction.
13.6 Severability. The provisions of this Agreement are severable to the extent
that any provision or application held to be invalid by a Court of competent jurisdiction shall not
affect any other provision or application of the Agreement which may remain in effect without
the invalid provision or application.
13.7 Entire Agreement; Interpretation; Parol Evidence. This Agreement
represents the entire agreement of the parties with respect to its subject matter, and all previous
agreements, whether oral or written, entered into prior to this Agreement are hereby revoked and
superseded by this Agreement. No representations, warranties, inducements or oral agreements
have been made by any of the parties except as expressly set forth herein, or in any other
contemporaneous written agreement executed for the purposes of carrying out the provisions of
this Agreement. This Agreement shall be construed and interpreted according to its plain
1917849.1
8
meaning, and no presumption shall be deemed to apply in favor of, or against the party drafting
the Agreement. The parties acknowledge and agree that each has had the opportunity to seek
and utilize legal counsel in the drafting of, review of, and entry into this Agreement.
13.8 Assignment; Delegation. No right or interest in this Agreement shall be
assigned by Consultant without prior, written permission of the City, signed by the City
Manager. Any attempted assignment or delegation by Consultant in violation of this provision
shall be a breach of this Agreement by Consultant.
13.9 Subcontracts. No subcontract shall be entered into by the Consultant with
any other party to furnish any of the material or services specified herein without the prior
written approval of the City. The Consultant is responsible for performance under this
Agreement whether or not subcontractors are used. Failure to pay subcontractors in a timely
manner pursuant to any subcontract shall be a material breach of this Agreement by Consultant.
13.10 Rights and Remedies. No provision in this Agreement shall be construed,
expressly or by implication, as waiver by the City of any existing or future right and/or remedy
available by law in the event of any claim of default or breach of this Agreement. The failure of
the City to insist upon the strict performance of any term or condition of this Agreement or to
exercise or delay the exercise of any right or remedy provided in this Agreement, or by law, or
the City’s acceptance of and payment for services, shall not release the Consultant from any
responsibilities or obligations imposed by this Agreement or by law, and shall not be deemed a
waiver of any right of the City to insist upon the strict performance of this Agreement.
13.11 Attorneys’ Fees. In the event either party brings any action for any relief,
declaratory or otherwise, arising out of this Agreement or on account of any breach or default
hereof, the prevailing party shall be entitled to receive from the other party reasonable attorneys’
fees and reasonable costs and expenses, determined by the court sitting without a jury, which
shall be deemed to have accrued on the commencement of such action and shall be enforced
whether or not such action is prosecuted through judgment.
13.12 Liens. All materials or services shall be free of all liens and, if the City
requests, a formal release of all liens shall be delivered to the City.
13.13 Offset.
A.
Offset for Damages. In addition to all other remedies at law or
equity, the City may offset from any money due to the Consultant any amounts
Consultant owes to the City for damages resulting from breach or deficiencies in
performance or breach of any obligation under this Agreement.
B.
Offset for Delinquent Fees or Taxes. The City may offset from
any money due to the Consultant any amounts Consultant owes to the City for delinquent
fees, transaction privilege taxes and property taxes, including any interest or penalties.
13.14 Notices and Requests. Any notice or other communication required or
permitted to be given under this Agreement shall be in writing and shall be deemed to have been
1917849.1
9
duly given if (A) delivered to the party at the address set forth below, (B) deposited in the U.S.
Mail, registered or certified, return receipt requested, to the address set forth below or (C) given
to a recognized and reputable overnight delivery service, to the address set forth below:
If to the City:
City of Avondale
11465 West Civic Center Drive
Avondale, Arizona 85323
Attn: Charles P. McClendon, City Manager
With copy to:
GUST ROSENFELD, P.L.C.
One East Washington Street, Suite 1600
Phoenix, Arizona 85004-2553
Attn: Andrew J. McGuire, Esq.
If to Consultant:
T.Y. Lin International, Inc.
60 East Rio Salado Parkway, Suite 501
Tempe, Arizona 85281
Attn: James Barr, P.E.
or at such other address, and to the attention of such other person or officer, as any party may
designate in writing by notice duly given pursuant to this subsection. Notices shall be deemed
received (A) when delivered to the party, (B) three business days after being placed in the U.S.
Mail, properly addressed, with sufficient postage or (C) the following business day after being
given to a recognized overnight delivery service, with the person giving the notice paying all
required charges and instructing the delivery service to deliver on the following business day. If
a copy of a notice is also given to a party’s counsel or other recipient, the provisions above
governing the date on which a notice is deemed to have been received by a party shall mean and
refer to the date on which the party, and not its counsel or other recipient to which a copy of the
notice may be sent, is deemed to have received the notice.
13.15 Confidentiality of Records. The Consultant shall establish and maintain
procedures and controls that are acceptable to the City for the purpose of ensuring that
information contained in its records or obtained from the City or from others in carrying out its
obligations under this Agreement shall not be used or disclosed by it, its agents, officers, or
employees, except as required to perform Consultant’s duties under this Agreement. Persons
requesting such information should be referred to the City. Consultant also agrees that any
information pertaining to individual persons shall not be divulged other than to employees or
officers of Consultant as needed for the performance of duties under this Agreement.
13.16 Records and Audit Rights. To ensure that the Consultant and its
subcontractors are complying with the warranty under subsection 13.17 below, Consultant’s and
its subcontractor’s books, records, correspondence, accounting procedures and practices, and any
other supporting evidence relating to this Agreement, including the papers of any Consultant and
its subcontractors’ employees who perform any work or services pursuant to this Agreement (all
of the foregoing hereinafter referred to as “Records”), shall be open to inspection and subject to
audit and/or reproduction during normal working hours by the City, to the extent necessary to
adequately permit (A) evaluation and verification of any invoices, payments or claims based on
1917849.1
10
Consultant’s and its subcontractors’ actual costs (including direct and indirect costs and overhead
allocations) incurred, or units expended directly in the performance of work under this
Agreement and (B) evaluation of the Consultant’s and its subcontractors’ compliance with the
Arizona employer sanctions laws referenced in subsection 13.17 below. To the extent necessary
for the City to audit Records as set forth in this subsection, Consultant and its subcontractors
hereby waive any rights to keep such Records confidential. For the purpose of evaluating or
verifying such actual or claimed costs or units expended, the City shall have access to said
Records, even if located at its subcontractors’ facilities, from the effective date of this Agreement
for the duration of the work and until three years after the date of final payment by the City to
Consultant pursuant to this Agreement. Consultant and its subcontractors shall provide the City
with adequate and appropriate workspace so that the City can conduct audits in compliance with
the provisions of this subsection. The City shall give Consultant or its subcontractors reasonable
advance notice of intended audits. Consultant shall require its subcontractors to comply with the
provisions of this subsection by insertion of the requirements hereof in any subcontract pursuant
to this Agreement.
13.17 E-verify Requirements. To the extent applicable under ARIZ. REV. STAT.
§ 41-4401, the Consultant and its subcontractors warrant compliance with all federal
immigration laws and regulations that relate to their employees and their compliance with the Everify requirements under ARIZ. REV. STAT. § 23-214(A). Consultant’s or its subcontractor’s
failure to comply with such warranty shall be deemed a material breach of this Agreement and
may result in the termination of this Agreement by the City.
13.18 Scrutinized Business Operations. Pursuant to ARIZ. REV. STAT. §§ 35391.06 and 35-393.06, the Consultant certifies that it does not have scrutinized business
operations in Sudan or Iran. For the purpose of this subsection the term “scrutinized business
operations” shall have the meaning set forth in ARIZ. REV. STAT. §§ 35-391 or 35-393, as
applicable. If the City determines that the Consultant submitted a false certification, the City
may impose remedies as provided by law including terminating this Agreement pursuant to
subsection 12.2 above.
13.19 Conflicting Terms. In the event of any inconsistency, conflict or
ambiguity among the terms of this Agreement, the Scope of Work, any City-approved Purchase
Order, the Fee Proposal, the RFQ and the Consultant’s SOQ, the documents shall govern in the
order listed herein.
13.20 Non-Exclusive Contract. This Agreement is entered into with the
understanding and agreement that it is for the sole convenience of the City. The City reserves
the right to obtain like goods and services from another source when necessary.
13.21 Cooperative Purchasing. Specific eligible political subdivisions and
nonprofit educational or public health institutions (“Eligible Procurement Unit(s)”) are permitted
to utilize procurement agreements developed by the City, at their discretion and with the
agreement of the awarded Consultant. Consultant may, at its sole discretion, accept orders from
Eligible Procurement Unit(s) for the purchase of the Materials and/or Services at the prices and
under the terms and conditions of this Agreement, in such quantities and configurations as may
be agreed upon between the parties. All cooperative procurements under this Agreement shall be
1917849.1
11
transacted solely between the requesting Eligible Procurement Unit and Consultant. Payment for
such purchases will be the sole responsibility of the Eligible Procurement Unit. The exercise of
any rights, responsibilities or remedies by the Eligible Procurement Unit shall be the exclusive
obligation of such unit. The City assumes no responsibility for payment, performance or any
liability or obligation associated with any cooperative procurement under this Agreement. The
City shall not be responsible for any disputes arising out of transactions made by others.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the date
and year first set forth above.
“City”
CITY OF AVONDALE,
an Arizona municipal corporation
Charles P. McClendon, City Manager
ATTEST:
Carmen Martinez, City Clerk
(ACKNOWLEDGMENT)
STATE OF ARIZONA
)
) ss.
COUNTY OF MARICOPA )
This instrument was acknowledged before me on March ____, 2013, by Charles P.
McClendon, the City Manager of the CITY OF AVONDALE, an Arizona municipal corporation,
on behalf of the City of Avondale.
Notary Public in and for the State of Arizona
(affix notary seal here)
1917849.1
12
“Consultant”
T.Y. LIN INTERNATIONAL, INC.,
a California corporation
By:
Name:
Title:
(ACKNOWLEDGMENT)
STATE OF ____________________)
) ss.
COUNTY OF___________________)
This instrument was acknowledged before me on March ____, 2013, by ________________,
_________________________ as ________________ of T.Y. LIN INTERNATIONAL, INC., a
California corporation, on behalf of the corporation.
Notary Public in and for the State of ______
(affix notary seal here)
1917849.1
13
EXHIBIT A
TO
BETWEEN
AND
[Consultant’s SOQ]
See following pages.
1917849.1
S TAT E M E N T O F Q U A L I F I C AT I O N S
FY 2012/2013 P ROFESSIONAL
C ONSULTANTS S ELECTION L IST
P ro j ec t No . EN 12- 054
May 17, 2012
ORIGINAL - ELECTRONIC
Statement of Qualiﬁcations - Project No. EN 12-054
FY 2012/2013 P ROFESSIONAL C ONSULTANTS S ELECTION L IST
B. DISCIPLINE SPECIALTY CHECKLIST
E. GENERAL DESCRIPTION
Our Discipline Specialty Checklist has been attached as an Established in 1954, T.Y. Lin International (TYLIN) is a multidisciplined consulting firm responsible for some of the most
appendix to this Statement of Qualifications.
creative and advanced engineering projects in the world. Our
C. LEGAL ORGANIZATION
relevant projects contain many of the same challenges expected
Incorporated in California, T.Y. Lin International is managed to be encountered on transportation, structures, hydrology/
by Man-Chung Tang (Chairman) and Alvaro Piedrahita hydraulics and construction management projects throughout
(President). The Tempe office is located within the Western the City of Avondale (City). Specific services that TYLIN
Region, Southwest District of the US operations under the specializes in are roadway, drainage and utility design, traffic
direction of Mark Ashley (District Manager) and Daniel Heller engineering and coordination. We will bring our comprehensive
experience and commitment to quality to the City.
(Unit Manager).
James Barr, our Task Order Manager, will provide leadership
Identification Information
Legal Name and Address: T.Y. Lin International, Two for TYLIN and serve as the primary point of contact for the
Harrison Street, Suite 500, San Francisco, CA 94105
Identification Number: 94-1598707
Legal Form: Corporation
City.
F. TERMINATED CONTRACTS
SOQ Contact
TYLIN and/or our officers have not held a contract that has
been terminated in the last five years.
James Barr, PE
60 East Rio Salado Parkway, Suite 501, Tempe, AZ 85281
Phone: 480-968-8814
G. CLAIMS RESULTING IN LITIGATION/
ARBITRATION
D. OFFICE LOCATION
TYLIN has not had any claims arise from a contract that
resulted in litigation or arbitration within the last three years.
Corporate Headquarters
Two Harrison Street, Suite 500; San Francisco, CA 94105
H. VENDOR INFORMATION FORM
Local Office
Our Vendor Information Form has been attached as an appendix
to this Statement of Qualifications.
60 E. Rio Salado Parkway, Suite 501; Tempe, AZ 85281
Section 2: Experience & Qualifications of the Vendor
A. TYLIN’S EXPERIENCE
Navajo County On-Call Services and Arizona Department of
Transportation (ADOT) Statewide Local Government, Traffic
Safety, District Minor, Roadway and Bridge On-Call Design
Services. These contracts involve delivering preliminary and
final construction documents, specifications and estimates, and
providing post-design services on a variety of projects.
TYLIN is very familiar with the unique challenges of oncall contracts. Our staff has the experience and flexibility to
handle urgent tasks with tight timelines. If necessary, our team
can adjust its staffing availability to meet the City’s specific
requirements for each task order, regardless of the project size
or number of disciplines involved.
Engineering Qualifications. TYLIN is well suited to provide
TYLIN is currently performing on several on-call contracts planning studies and reports, roadway and intersection
including: City of Avondale Professional Consultants improvements, geometric alternative analysis, valueSelection List for Transportation, Foundations/Structures and engineering analysis, utility design, drainage design, public
Hydrology/Hydraulics; City of Phoenix Annual Services On- involvement and construction contract document preparation
Call; City of Apache Junction On-Call General Engineering to the City for all types of on-call projects. Our planning,
Services; Town of Queen Creek Roadway and Stormwater On- design, and construction experience will provide for timely
Call; City of Tempe On-Call Consultant Services; Pinal County and cost effective completion of the assigned work tasks.
On-Call Civil Engineering; Maricopa County Department of
Engineering Analysis. TYLIN has prepared scoping
Transportation (MCDOT) On-Call Transportation Services;
documents and Design Concept Reports (DCR) for a variety of
Page 1
projects throughout the Phoenix metropolitan area ranging in
complexity from minor roadway widenings and realignments
to multi-lane highways, interchange improvements and
transitways. We have the in-house expertise to provide any
technical analysis anticipated to be encountered as part of this
contract. Our talented staff has completed numerous studies and
reports (feasibility, bridge selection, drainage analysis, value
engineering, etc.) for local municipalities and partner agencies
throughout Maricopa County over the last several years.
Design and Construction Plans. TYLIN is very experienced
with preparing bid-ready plans, specifications and estimates
as may be required for this contract. Engineering design and
drafting standards shall be in conformance with City criteria as
well as federal and/or state criteria (if applicable).
Transportation
Transportation Engineering
%LNHZD\V3DWKZD\V
5RDGZD\6WUHHW'HVLJQ
3UHOLPLQDU\6WXGLHV
$'$&RPSOLDQFH
7UDQVSRUWDWLRQ3ODQQLQJ
7UDIILF&DOPLQJ
,QWHUVHFWLRQV
5RXQGDERXWV
3DUNLQJ/RWV
3XEOLF,QYROYHPHQW
James Barr, PE
Francis Matic, PE
Carlos Sanchez Soria, PE
TYLIN’s transportation engineers
have
completed
pre-design,
final design and construction
administration services for all aspects
of numerous public projects. Our
Task Order Manager, James Barr,
PE, has been responsible for leading
projects
involving
engineering
analysis, design and construction
plans and specifications. These
projects have included roadway widening and narrowings,
intersection analysis and design, ADA improvements,
residential traffic calming, median refuge, circulation plans,
traffic impact reports, waterlines, storm drains, fire hydrant
installation, site feasibility studies, parking lot improvements,
screenwalls, bridges and pedestrian enhancements.
Foundations & Structural Design
Foundations & Structures
9HKLFXODU3HGHVWULDQ%ULGJHV
0RGLILFDWLRQV
5HSDLUV5HKDELOLWDWLRQ
/RDG5DWLQJV
6FRXU(YDOXDWLRQ0LWLJDWLRQ
5HWDLQLQJ1RLVH:DOOV
&RQFUHWH6WUXFWXUHV
6SHFLDO6WUXFWXUHV
%XLOGLQJ'HVLJQ
6WUXFWXUDO(YDOXDWLRQV
([LVWLQJ%XLOGLQJ(YDOXDWLRQ
0LVFHOODQHRXV6WUXFWXUHV'HVLJQ
Chian-Lee Meng, SE
William Rodriguez, PE
TYLIN has been responsible for
the design and rehabilitation of
over 100 bridges and numerous
miscellaneous
structures
in
Arizona.
Our
experience
ranges from retaining walls and
box culverts to major 4-level
interchanges and award-winning
pedestrian bridges.
structural designs from the simple to complex, also including
numerous structural building designs over the past 25 years.
TYLIN has been included on many design teams to provide
special structural design and review cutting edge concepts.
Many of these projects have included on-site consultation
during construction with periodic special structural inspections.
Hydrology/Hydraulics
+\GURORJ\'HVLJQ6WXGLHV
0DVWHU3ODQV
6WRUPZDWHU'UDLQDJH)DFLOLWLHV
'UDLQDJH6WXGLHV
6WRUP'UDLQ'HVLJQ
Jason Kelley, PE, CFM
Lloyd Vick, PE, CFM
TYLIN’s stormwater engineers,
led by Jason Kelley, PE, CFM,
have experience in drainage study
and design projects including
small to large watershed study
using both HEC-1 and FLO2D, modification of existing studies for design, onsite/offsite
hydrologic analysis (culverts, roadway crossings, roadway
drainage appurtenances, storm drain, catch basins, detention/
retention) and scour analysis for culverts and bridges. Our
drainage design experience includes open channels, bank
protection, scour protection, hydraulic structures, large
diameter storm drain and retention/detention basins. TYLIN
will provide plan production, specifications and estimates
for any size project and post-design services to help interpret
plan details, resolve construction issues and see each project
through to final completion.
Construction Management
Services
&RQVWUXFWLRQ$GPLQLVWUDWLRQ
&RQVWUXFWLRQ,QVSHFWLRQ
(VWLPDWLRQ
%LG'RFXPHQW3UHSDUDWLRQ
4$4&6HUYLFHV
6KRS'UDZLQJ5HYLHZ
3RVW'HVLJQ6HUYLFHV
Lloyd Beaman
Brian Lizzet, PE
Jesse Escamilla, PE
Services
Timely resolution of construction
issues, quality control and
adherence to schedules are at
the forefront of our construction
management
program,
led
by Lloyd Beaman. We have
provided construction inspection
and coordination for roadways,
structures, drainage facilities and vertical structures. These
services include estimation, bid document preparation, QA/
QC services, shop drawing review, RFI’s, weekly construction
meetings, special inspection reviews and post design services.
TYLIN construction management and inspection personnel are
fully equipped with construction vehicles, survey equipment,
notebook computers and communication devices required for
the field. All field personnel are thoroughly trained in safety
procedures, responsibilities for work on construction sites and
around public traffic.
We are experienced with
planning, design and construction phases of projects and our
services include geometric layout, load analysis, hydraulic and CADD Services
scour analysis, inspection, asset management, seismic retrofit,
Our Computer Aided Design and Drafting (CADD) systems
and other technical tasks. Chian-Lee Meng, SE, provides
include AutoCAD Civil 3D 2010, MicroStation V8 and XM
Page 2
and a library of design software to
improve productivity, accuracy and
''0RGHOLQJ
3UHOLPLQDU\)LQDO
overall quality of our construction
&RQVWUXFWLRQ%LG'RFXPHQWV drawings. Our library includes current
Dennis Ray
issues of AASHTO design guidelines,
Troy Smith
details and specifications for roadway
and drainage design as well as reference material including the
latest City of Avondale and MAG Standards (2012 edition).
ADA compliant sidewalks were installed along Columbus, Clarendon &
Dennis Ray has extensive experience using these programs and
63rd Avenues in Phoenix
reference guides to perform various civil engineering tasks such
Columbus
&
Clarendon
Sidewalk
Improvements:
TYLIN
as generating horizontal and vertical alignments and digital
completed the design of sidewalk improvements, including
terrain models (DTMs) for earthwork analysis.
ADA compliant sidewalk ramps to both sides of Columbus
Relevant Projects
Avenue, Clarendon Avenue and 63rd Avenue. The project
CADD Services
Feasibility Study for Solar Panel Installation on Existing
Parking Shade Structures (City of Avondale): TYLIN
Agua Fria Shared-Use Path, Coldwater Park to Friendship
Park (City of Avondale): TYLIN provided structural design
services for the development of a new shared-use path along
the Agua Fria River in Avondale. The 2.5 mile project included
trails along the bank of the Agua Fria River, connections to
existing trails and parks and the crossings of two major
transportation facilities. This is the first project to be developed
along the planned 34-mile long Trail System.
Annual Services On-Call (City of Phoenix): TYLIN has
provided engineering services to the City of Phoenix on
dozens of projects under this contract including: alignment
studies, storm drain design, retaining and screen walls,
building maintenance and repair, roadway and intersection
improvements, landscape and aesthetic improvements, DCRs
and site feasibility studies. TYLIN was also recently reselected to provide on-call services to the City through 2014.
Prior to joining TYLIN, our Task Order Manager, James Barr,
and several other key members of our team also provided
engineering services on more than 25 projects for the City of
Phoenix under previous versions of this contract.
Relevant tasks assigned over the last 6 years are listed in the
chart in Figure 1. Recent tasks include:
CADD Services
performed a structural analysis of the existing parking shade
canopies located on the City Municipal Campus adjacent to
the City Library, Court and Police Buildings. The analysis was
conducted to determine the feasibility of installing solar panels on
the roofs of each structure and included retrofit recommendations Figure 1. Recent City of Phoenix Tasks
to various components of the structures to support the additional Project Experience
loading. The draft study has been submitted to the City and a Hatcher Road, Central Avenue to 3rd Street
Final Study is anticipated to be submitted by the end of May to Roma Avenue Drainage Study
Wilson Elementary Safe Routes to Schools
aid the City in meeting the Department of Energy’s expenditure Sky Harbor International Airport/Salt River LOMR
of funds deadline of August 2012.
43rd Avenue, RID Canal to Buckeye Road Final Design
Project Elements
64th Street Alignment Study, Bell Road to Mayo Boulevard
Anthem Way Feasibility Study
Lone Cactus Drive Drainage Study
North Valley Parkway Preliminary Scoping Report
Rio Salado Beyond the Banks Bridge Crossing
I-10 Deck Park Tunnel Load Evaluation
Encanto Golf Course Locker House Roof Assessment
Symphony Hall Banner Rigging Support Design/Inspection
Encanto Park Train Station Roof Damage Evaluation
Reflections Apartments Shop Drawing Review
Salt River Levee Certification
Columbus/Clarendon Avenue Sidewalk Improvements
30th Street Sidewalk Improvements
Lower Buckeye Road Paving & Drainage Improvements
19th Avenue Waterline*
31st Avenue Sidewalk Improvements*
Thunderbird Screen Wall*
Lincoln Drive Screen Wall*
19th Avenue Base Mapping/Railroad Spur*
2nd Avenue Streetscape Improvements*
3rd Avenue/Dunlap Road Canal Bridge*
Filmore Street Sewer & Storm Drain Improvements*
24th Street Screen Wall & Landscaping*
Sky Harbor Terminal 3 Geometric Analysis
19th Avenue Paving & Drainage Improvements*
19th Ave/Thunderbird Road Intersection Improvements*
*Personal Experience
Page 3
also included improvements to existing driveways, as well upon a FEMA approved Conditional Letter of Map Revision
as proper street lighting requiring the acquisition of aerial (CLOMR). Project tasks included verification that the as-built
easements through residential neighborhoods.
conditions matched the conceptual design in the CLOMR
application, the preparation of a new hydraulic model, work
64th Street Alignment Study, Bell Road to Mayo Blvd: maps, annotated Flood Insurance Rate Maps, update of the
TYLIN prepared a Feasibility Study to evaluate the potential Operation and Maintenance plans, preparation of the LOMR
issues and anticipated costs for improvements associated application and the coordination of the LOMR through FEMA.
with the extension of 64th Street between Bell Road and
Mayo Boulevard. The 64th Street alignment is approximately On-Call Statewide and Local Government Projects
1.1-miles long and includes a crossing of the Central Arizona (ADOT): TYLIN is providing engineering services to develop
Project Canal. The widening of Mayo Boulevard between 56th project scoping documents, design and construction plans,
Street and 64th Street for approximately 1.15-miles was also specifications and cost estimates to improve the safety and
investigated as part of the Study.
operational characteristics of roadways and infrastructure
throughout Arizona. These projects include roadway design,
Roma Avenue Drainage Study: TYLIN identified existing intersection improvements, medians, curb, gutter and
flooding hazards and developed conceptual alternatives to sidewalk, drainage, erosion, retaining walls, and signing and
remediate flooding problems. The study encompassed the striping. To date, TYLIN is completing one 2-mile long ITS
contributing watershed area which produces several feet of project in Avondale, two pavement preservation projects (one
flooding and significant damage to houses within the adjacent in San Luis and one in Page) and a sidewalk installation project
subdivision. TYLIN evaluated the flooding condition, in the City of Maricopa. All projects being completed under
calculated the 2, 10, 25, and 100 year storm discharges this contract are currently going through the Federal Project
impacting the site, prepared a preliminary drainage analysis, Approval Process.
and developed alternatives and cost estimates to correct the
flooding conditions.
On-Call Water Main Replacement (City of Phoenix): TYLIN
is providing water main replacement services for the City of
Salt River Levee Certification: TYLIN was responsible for Phoenix. One project includes the replacement of deteriorating
the certification of nearly 5 miles of the north and south levees. water mains along 12th Place, 13th Street, 14th Street, and Pima
Project tasks included data collection, documentation of Street; a total of approximately 3,300’. The water main sizes
freeboard and as-built conditions, determination of structural range from 4” to 8” ductile iron pipe. Cut and plug details were
conditions, documentation of existing outfalls into the Salt depicted for locations requiring connections to the existing
River along with closure devices, preparation of design plans network and there were approximately 60 service connections
to fix damaged sections of the levee embankment, preparation throughout the project limits. The project also included the
of right-of-way exhibits, the creation of an Operation and addition and replacement of fire hydrants to meet the current
Maintenance plan for each levee, and the coordination of the code of 500’ maximum spacing as well as an evaluation to
levee certification application through FEMA.
determine if the existing fire hydrants were operating correctly.
On-Call Civil Engineering Services (Pinal County): Due to
exceptional communication, coordination and engineering
design on the County’s Hunt Highway Widening and DCR
projects by several members of our design team, TYLIN
was selected to provide on-call civil engineering services
for Pinal County. TYLIN has been contracted to complete 6
TYLIN certified nearly 5 miles of levees adjacent to Sky Harbor Airport
Ironwood Drive Median Closure
Sky Harbor International Airport/Salt River LOMR:
TYLIN was responsible for the preparation of a Letter of Map
Revision (LOMR) for the Salt River. The Airport, as part of a
Runway Safety Area improvement, designed and constructed
a Concrete Stabilized Alluvium (CSA) embankment which
encroaches into the existing river bed. The design was based
Page 4
task assignments under this contract since its award in 2009,
including Hunt Highway Phase 1A “Federalization”, preparation
of TIGER I, TIGER II and TIGER Grant Applications for the
Hunt Highway Widening project, design of a median closure
along Ironwood Drive south of Combs Road and the preparation
of a TIGER II Application for Kelvin Bridge.
On-Call Bridge and Drainage Design Services (ADOT):
For the past 13 years, TYLIN has worked on over 43 projects
for ADOT under this contract. Many of these projects have
included managing and preparing scoping letters, project
assessment reports, construction plans, specifications,
quantities and cost estimates, other related construction
documents and bid packages. Services required for this contract
also include roadway, drainage and traffic design; geotechnical
investigation, testing, and design; mapping and survey; rightof-way identification; utilities investigation; environmental
clearances and other general civil items. Post Design Services
(including attending partnering and preconstruction meetings)
was also a key component on many of the task orders to assist
in the construction of these projects.
Lower Buckeye Road Paving and Drainage Improvements,
35th Avenue to 43rd Avenue (City of Phoenix): TYLIN
finalized the PS&E and drainage report for 1-mile of arterial
roadway and storm drain improvements. The project consisted
of designing a storm drain system which included catch basins,
connector pipes and a storm drain trunkline to convey runoff
into existing systems along 35th Avenue and 43rd Avenue.
TYLIN also designed an at-grade UPRR crossing of Lower
Buckeye Road, east of 37th Avenue. The project consisted of
upgrading an existing 2-lane road to a 5-lane road, curb, gutter
and sidewalk improvements and detailed coordination with
adjacent developers and utility companies.
reconstruction. TYLIN also
provided plans for a 16”
waterline, 4” gas line and
ITS conduits (traffic signal
interconnect) for this onemile section of Main Street.
Fire hydrant locations were
analyzed and new hydrants
were added to adhere to
TYLIN provided utility design &
current fire department
coordination for one-mile of Main Street
requirements. Storm drain
in Mesa
facilities were analyzed
and upgraded to accept and convey the 10-year design storm
in the street (100-year within right-of-way).
Ellsworth
Road/Empire
Boulevard
Intersection
Improvements (Pinal County/Town of Queen Creek):
Located in the southeast corner of the Town of Queen Creek,
Arizona, improvements to this intersection became necessary
as the surrounding area became developed. Along Ellsworth
Road, the design included six-lanes with right-turn lanes, dual
left turns and a raised median. Empire Boulevard was upgraded
to a four-lane roadway with single-left turn lanes. The existing
three-barrel (10’x5’) box culvert, which conveys Sonoqui
Wash under the intersection, was also widened and lengthened.
Two barrels were added to the crossing to accommodate an
increase in flows resulting from channelization of runoff from
the San Tan Mountains, located south of the project area. The
signal at this intersection was significantly upgraded with the
addition of ITS conduit and Video Image Detectors, which
enhanced the traffic capacity and operation of the intersection.
Ellsworth Road/Empire Boulevard Intersection Improvements
Ellsworth Road, Cloud Road to Hunt Highway (MCDOT):
TYLIN completed design services for 2-miles of roadway
widening and drainage improvements, including the preparation
of paving plan and profile sheets, cross-section sheets, grading
Lower Buckeye Road is currently under construction
and roadway modeling, storm drain plan and profile sheets,
Main Street Utility and Street Improvements, Mesa Drive box culvert design, street lighting, traffic signal design, traffic
to Val Vista Drive (City of Mesa): TYLIN completed plans, control, construction sequencing, hydraulic analysis, retention
special provisions and cost estimates for the rehabilitation basin sizing, signing and striping, and ITS design.
of Main Street for one-mile from Lindsay Road to Val Vista
Drive. Improvements include a 2½” full width mill and overlay Several unexpected issues and resultant successes were
along with minor sidewalk, driveway and curb & gutter associated with the Ellsworth Road project. Due to significant
Page 5
of Meridian Road and Queen Creek Wash. The single
biggest challenge that TYLIN has faced has been to develop
innovative, feasible alternatives for the grade separated 5-point
intersection at Meridian Road with Riggs Road, Combs Road,
Rittenhouse Road and the UPRR.
Recently constructed Ellsworth Road, Cloud Road to Hunt Highway
decreases in funding, extensive value engineering was
performed by the design team to ensure the final design for
Ellsworth Road met all goals and objectives of the project
stakeholder’s at the most competitive price.
♦ Value Engineering: Shifting the San Tan Boulevard and
Ellsworth Road tee intersection approximately 50’ south
of its existing location to avoid costly well and irrigation
structure relocation, saving in excess of $500,000.
Rio Salado Pathway (Cities of Tempe and Mesa): TYLIN was
responsible for the 30% design of a 3-mile multi-use pathway
along the south bank of the Salt River, underneath the SR 101L/
SR 202L system interchange. The design was developed as a
part of an overall Design Concept Report/Grant Application
effort in conjunction with the Maricopa Association of
Governments (MAG). TYLIN’s design balanced the needs
for area users by providing a safe, all-weather commuter
t
trail
with an ability to feel
close to the surrounding
u
unique
environment via
an elevated bridge section
of the pathway off of the
south bank of the river.
♦ Utility Coordination: By working closely with each
respective utility agency, minor modifications to the
roadway were made to accommodate planned utility
Rio Salado Pathway along the
infrastructure such as the Town of Queen Creek’s water,
south bank of the Salt River
sewer and irrigation lines and SRP’s planned 69kV
alignment.
I-10 Bridge Widening, Sarival Avenue to SR 101L (ADOT):
♦ Right-of-Way Acquisition: Working closely with Along I-10, within the City of Avondale, TYLIN provided
individual property owners, and making small design professional engineering services for the widening of 22modifications when sensible, our Team helped to avoid the span mainline structures crossing the Agua Fria River and for
timely and costly condemnation process for 10 properties. widening of 23-span mainline bridges crossing an abandoned
section of the UPRR. Along with structural design, this project
Meridian Road, Empire Boulevard to Ocotillo Road (MCDOT):
also involved traffic control along I-10, extensive coordination
TYLIN completed a DCR and an Environmental Overview for
with the project stakeholders (including the City of Avondale)
Meridian Road (Empire Boulevard to Ocotillo Road) within
and minor roadway improvements.
unincorporated Maricopa and Pinal Counties as well as the
Town of Queen Creek. TYLIN thoroughly investigated the Beardsley Road Connector (City of Peoria): This project
existing and future Meridian Road characteristics including included the extension of Beardsley Road from 81st Avenue to
existing and future land use planning, future local and regional SR 101L across New River. TYLIN designed the 3-span I-girder
growth in the area and the anticipated traffic demands on the bridge over New River. This 292’ bridge carries four lanes
surrounding regional network (working closely with MAG and of traffic with a paved median and a sidewalk. The aesthetic
their regional traffic modeling). TYLIN developed innovative features included custom barriers, pier treatments with rock
drainage solutions along the corridor to accommodate the formliners, special lights and overhang treatments. TYLIN also
31½ square mile watershed draining towards this portion provided wall design and cost estimating for approximately
Meridian Road - Alternative 6A for the 5-point intersection
Beardsley Road Connector
Page 6
600’ of retaining/screen walls along Beardsley Road. The walls
serve a dual purpose of retaining a fill slope at a retention basin
while acting as screen walls for the adjacent community.
Tempe Town Lake Pedestrian Bridge (City of Tempe):
TYLIN recently completed preliminary and final design and
construction management/inspection services for the Tempe
Town Lake Downstream Pedestrian Bridge. The structure is
a four-span steel pipe tied arch which integrated the existing
Town Lake dam’s concrete piers and abutments into the final
product. The superstructure top chord is comprised of a pair
of crossing 34’ high parabolic-shaped steel-pipe arches. The
two bottom chords, also steel pipes, connect to the top chords
via crossing 1.375” structural strand steel wires. The concrete
deck is supported on steel stringers and floorbeams spanning
from both bottom chords. Shade and lighting are also provided
for the structure to enhance the pedestrian experience.
TYLIN provided value engineering for the 116th Avenue Bridge (PIR) at the
Gila River in Avondale
AASHTO beams. The 78” beams resulted in a material savings
of 36-140’ precast beams and reduced the overall schedule and
cost. TYLIN worked closely with Sundt and the Engineer of
Record to provide plans and specifications and shop drawings
The City of Tempe awarded the construction management on a very fast schedule, eliminating any impact to the sensitive
services to TYLIN because of collaborative effort throughout time frame for completion.
the design process with the City and the selected CMAR.
Duties included constructability reviews, value engineering, I-17 Screen Walls (ADOT): TYLIN provided design services
cost/schedule control, document control, quality control, for 2.1-miles of 5’ high screen walls along northbound I-17
dispute avoidance and resolution, enhanced control of scope of between 7th Street and 19th Avenue. The walls were designed
work, specifications and plans, optimized project scheduling, to reduce the visual impact of the freeway on the adjacent
development of strategies to avoid delays, changes and claims, residential neighborhoods. The screen wall was supported on a
code compliance review, shop drawing review and processing 6’ wide by 2’ deep footing and was also designed to serve as a
RFIs. TYLIN worked with the contractor and steel fabricator traffic barrier to resist the vehicular impact force. Steel-framed
to resolve complex welding issues. We also provided value light weight screen wall panels were attached to the outside
engineering and conducted regular meetings to monitor the of concrete bridge barrier on the 3rd Street Railroad OP,
Central Avenue OP, 7th Avenue Traffic Interchange OP, 11th
schedule, cost constraints and quality goals.
Avenue Railroad OP, 15th Avenue OP, and 19th Avenue Traffic
Interchange OP. Special 6” thick by 5’ tall concrete panels
were attached to the outside of roadway transition barrier at
each end of the bridges where the barrier height varied.
Pinnacle Peak South Area Drainage Master Study (City
of Scottsdale): The first phase of this two-phase master
Tempe Town Lake Pedestrian Bridge links parks, recreational facilities, new
development and the Tempe Center for the Arts with the Mill Avenue District
116th Avenue Bridge (PIR) at the Gila River (MCDOT): The
116th Avenue Bridge provided a new bridge crossing of the
Gila River along the alignment of 116th Avenue, which lies
west of the existing low water crossing of the river at 115th
Avenue. TYLIN was hired by Sundt Construction to provide
value engineering of the superstructure using 78” deep
drainage study and evaluation
included future conditions
2D flow analysis using FLO2D for 27 square miles of a
43 square mile watershed,
flood hazard identification
and HEC-1 analysis. The 2D
model contains parameters
with respect to topography,
rainfall, infiltration, roughness,
blockages
and
structures.
Intensive data processing and
Pinnacle Peak South Urbanized FLO-2D Modeling
Page 7
input was performed using ESRI GIS. Phase II of the project Road and arriving at Sierra Pinta Drive were determined. A
will include alternative analyses to determine ways to mitigate Technical Drainage Memorandum was created to document the
flood hazards identified in Phase I.
input parameters and results of the FLO-2D model.
Calle de Mandel Drainage Crossing (City of Scottsdale): 51st Avenue Improvements (City of Phoenix): Members of
TYLIN provided hydraulic analysis and design of a lowwater and culvert crossing in an area experiencing significant
flooding problems. TYLIN analyzed an existing upstream
culvert with a high skew using HEC-RAS, flow splits at the
upstream end of an existing culvert, an existing dip crossing
and proposed dip crossing/culvert alternatives. Our Team
determined a recommended alternative, and provided final
design and construction plans. Design included a double
barrel box culvert, drop inlet to intercept flows in a constricted
area adjacent to houses and an elementary school and utility
coordination.
Calle de Mandel Drop Inlet Structure
Sierra Pinta Drainage Outfall (City of Scottsdale): TYLIN
provided evaluation of the flow split at Thompson Peak Parkway
and Pima Road. During project discussions, an approach was
determined to create a larger FLO-2D model with a boundary
extending to the southwest to determine the ultimate destination
of flows splitting across the intersection. In preparation for the
project, TYLIN reviewed the Pima Road Drainage Report,
HEC 1 models and original FLO-2D model assumptions and
inputs. The 2D analysis was successful in determining flow
split ratios. Based on these results, updates to the HEC-1 model
were performed and peak discharges remaining along Pima
our team provided storm drainage and roadway improvements
along 51st Avenue. This project involved the design of a new
storm drain system that collected off-site runoff from South
Mountain in addition to the on-site street runoff. At Baseline
Road, the new storm drain tied into an existing FCDMC project
via a custom designed junction structure. The FCDMC’s twin
66-inch pipes ultimately discharge into the Laveen Area
Conveyance Channel. In coordination with private developers,
this project improved the existing two-lane roadway to a fourlane roadway with raised median. This project also included
utility coordination and relocations, sidewalks, bus bays and a
multi-use trail.
White Tanks FRS#3 North Inlet Channel (FCDMC): Members
of our team designed one-mile of earthen channel, a lateral
weir, box culverts, irrigation canal, boulder drop structures, soil
cement bank protection, scour protection, plans, specifications
and estimates for the North Inlet Channel at FRS#3. The
project was effectively coordinated with a local water district,
an on-going FCDMC dam remediation project (FRS#3) and
previous floodplain encroachment studies for adjacent private
development. The hydrology from the SR 303L Corridor/White
Tanks Area Drainage Master Plan Update was utilized as the
basis of design. Various types of analysis were implemented
based on District requirements to insure design integrity and
function. These included HEC-RAS analysis, hydraulic jump
analysis, seepage and uplift analysis, culvert analysis and
lateral weir analysis.
Sierra Pinta Drainage Outfall
White Tanks FRS#3 North Inlet Channel
Fillmore Street Drainage Improvements (City of Phoenix):
This project included the installation of a storm drain system
along Fillmore Street in the City of Phoenix to alleviate
existing drainage problems that were occurring in the area.
Due to extensive flooding at the intersection of Fillmore Street
and 2nd Avenue, several adjacent properties had contacted
members of Phoenix City Council to report flooding in their
Page 8
residences or places of business. This became a pressing issue
as the heart of the monsoon season drew closer so members of
the design team worked expeditiously to design improvements
that would relieve the flooding in the intersection. The proposed
solution was comprised of a 24” mainline storm drain system
in Fillmore Street along with strategically located catch basins,
redesign of the intersection and grading on private property. A
10-conduit APS duct-bank, several fiber optic lines, existing
City water and sewer lines and old light rail tracks were all
present within the intersection and not able to be relocated.
Our Team worked with each of these utility agencies to come
up with a solution that met each of their vertical and lateral
clearance criteria while still meeting the project goals.
of integrity and provides
a local transportation
corridor for daily allweather travel. The bridge
has experienced bent
steel truss compression
members, deficient roller
bearings that unequally
distributed weight and
thermal stresses, and the
potential for washout
during a significant flood
event.
TYLIN provided construction
management and inspection of
the Old US 80 Gila River Bridge
Wickenburg Downtown Flooding Hazard Mitigation (Sols Power Road Improvements (MCDOT): Members of our team
Wash) (FCDMC): Our team provided final design services for provided construction administration for the oversight of
the channelization of Sols Wash through Wickenburg. This fast
track project included design of excavation within the wash,
gabion basket bank protection, and floodwall improvements
to convey the 100-year storm flows within the banks of Sols
Wash through downtown Wickenburg discharging to the
Hassayampa River. The project was constructed in coordination
with ADOT’s SR-93 Interim Bypass project and other project
features included an inline
drop structure, adding debris
fins and raising of the parapet
w
wall on an existing bridge,
a new 7 acre-ft detention
bbasin,
numerous
local
drainage improvements which
discharge to Sols Wash, and
the preparation of a CLOMR.
Sols Wash Bank Protection
Tempe Town Lake Bridge Inspections (City of Tempe):
TYLIN provided inspection of four bridge foundations that
cross the Tempe Town Lake including Mill Avenue (northbound
and southbound), Scottsdale Road and McClintock Road. These
include a multi-span arch, multi-span haunched post tensioned
box, and two multi-span precast girder bridges. The investigation
into the bridges required repairs to rehab exposed drilled shafts.
TYLIN served as an inspector through all repairs which included
site excavation, formwork, and concrete placement.
bridge and roadway improvements along Power Road from
Baseline Road to Guadalupe Road. This project included
widening of three bridges, lengthening a major box culvert,
utility relocations, roadway improvements, traffic signals,
pavement markings and landscaping.
43rd Avenue Intersection Improvements (City of Glendale):
Members of our team provided final design and construction
management for capacity enhancements at five intersections
on one of the busiest north-south corridors in the City of
Glendale. Improvements included additional turn lanes,
bus bays, traffic signal modifications, raised medians,
utility relocations and construction (water, sewer, irrigation,
electrical, gas, telephone, cable television), landscaping and
signing and striping. Construction management consisted
of ongoing project coordination with the Cities of Glendale
and Phoenix, Construction Manager at Risk, SRP and various
developers along the project corridor. Our team participated
in attendance at the pre-construction conference, weekly
construction meetings, inspection, preparation of exhibits
and plans related to unforeseen field conditions and shop
drawing review. Our team also provided construction close-out
services including the preparation of as-built drawings based
Our team provided final design and construction management of 5
intersections along 43rd Avenue, including 43rd Avenue/Glendale Avenue
Old US 80 Bridge Rehabilitation (MCDOT): TYLIN recently
provided construction management and inspection for the
preservation of the aesthetic features of the Old US 80 Gila
River Bridge and creation of a safer environment for the public.
The Old US 80 Gila River Bridge went into service in 1927 as
an all-weather crossing of the Gila River. Listed on the National
Register of Historic Places, the bridge possesses a high degree
Page 9
on Contractor provided redlines and our field notes. Close-out
services included final inspection to assure compliance with
the specifications, physical examination of the work and the
examination of all provisions and requirements to ascertain
whether the contract has been fully performed.
West Mesa Park and Ride (City of Mesa): TYLIN identified
eight potential sites for this FTA funded Park-and-Ride
facility in the vicinity of Country Club Drive and US 60. The
team completed a conceptual analysis for each site. From
the analysis, the project team determined two preferred site
locations to carry forth to preliminary design. As part of this
project, TYLIN prepared the necessary documents to obtain
FTA approval including: preliminary site layouts, a summary
evaluation matrix and an environmental analysis (Phase I
Site Assessment, Cultural/Biological Resources, Hazardous
Materials Investigation, Air Quality Assessment and a
Categorical Exclusion Report). The City of Mesa and TYLIN
staff met to evaluate the two alternatives and selected a site to
proceed with to final design.
Figure 2. References for Similar Organizations
Reference
Address, Phone & Email
Recently constructed West Mesa Park-and-Ride
During the first stages of final design, TYLIN worked
cooperatively to develop twelve site layout alternatives in
an effort to evaluate and prioritize the primary site features
including bus, automobile, and pedestrian circulation, a number
of parking stalls, landscaping and lighting. The constructed
site accommodates 308 spaces.
B. REFERENCES FOR SIMILAR ORGANIZATIONS
TYLIN believes that our clients’ satisfaction and repeat
client base measures excellence of a firm. We encourage
you to contact the references listed in Figure 2 regarding our
creativity, client service and professionalism.
Type of Services Performed
Paul Lopez, PE, CSBA 11465 W Civic Center Dr, Avondale, AZ 85232
City of Avondale
623-333-4219
[email protected]
- Foundations & Structures (Structural Analysis & Recommendations, Report
Preparation)
- Cost Estimating
Celeste Pemberton, PE 31 N Pinal St, Building F, Florence, AZ 85132
Pinal County
(520) 866-6402
[email protected]
- Transportation Engineering (Roadway/Street Design, Preliminary Studies, ADA
Compliance, Sidewalks/Intersections, Utility Design/Coordination, Public Involvement)
- Foundations & Structures (Concrete Structures)
- Hydrology/Hydraulics (Drainage Studies, Storm Drain Design)
- CADD Services
Chris Scott, PE
City of Mesa
PO Box 1466, Mesa, AZ 85211
(480) 644-3313
[email protected]
- Transportation Engineering (Roadway/Street Design, Preliminary Studies, ADA
Compliance, Sidewalks/Intersections, Parking Lots, Utility Design/Coordination,
Public Involvement)
- Hydrology/Hydraulics (Storm Drain Design)
- CADD Services
Prescilla Pappas, PE
City of Phoenix
1034 E Madison St, Phoenix, AZ 85034
(602) 495-2050
[email protected]
- Transportation Engineering (Bikeways/Pathways, Roadway/Street Design,
Preliminary Studies, ADA Compliance, Sidewalks/Intersections, Utility Design/
Coordination, Public Involvement)
- CADD Services
Hasan Mushtaq, PE
City of Phoenix
200 W Washington St, Phoenix, AZ 85003
(602) 262-4026
[email protected]
- Hydrology/Hydraulics (Drainage Studies, Storm Drain Design, CLOMR/LOMR,
Levee Certification)
- CADD Services
Scott Strosnider, PE
City of Scottsdale
7447 E Indian School Rd, Scottsdale, AZ 85251 - Hydrology/Hydraulics (Hydrology Design/Studies, Drainage Studies, Storm Drain
(480) 312-7055
Design, Stormwater Facilities)
[email protected]
- CADD Services
Ben Wilson, PE
City of Peoria
9875 N 85th Ave, Peoria, AZ 85345
(623) 773-7185
[email protected]
- Foundations & Structures (Bridge Design, Retaining/Noise Walls, Concrete
Structures)
Chris Kabala, PE
City of Tempe
31 E Fifth St, Tempe, AZ 85281
(480) 350-8585
[email protected]
- Foundations & Structures (Preliminary & Final Design of a Pedestrian Bridge)
- CADD Services
- Construction Management & Inspection (Construction Administration,
Construction Inspection, Estimation, Bid Document Preparation, QA/QC
Services, Shop Drawing Review, Post Design Services)
Page 10
Section 3: Project Approach
A. DESIGN PHILOSOPHY
alternatives are key challenges for each task assignment. Our
team has been assembled to provide the City with each of these
Quality, Value, Cost and Schedule Control are vitally important
characteristics. We offer the City a team that knows how to
to TYLIN. Without adequate research, project budgets and
manage multiple task orders, meet milestone submittals and
schedules can easily slip due to unforeseen project complexities
keep momentum moving.
that are often overlooked or underestimated. To keep each task
assignment on target and ensure our team meets the City’s TYLIN’s technical capabilities, teamwork philosophy and
schedule requirements, our Task Order Manager, James Barr, clear understanding of the City and its procedures/processes
will prepare a project schedule (for each task order) along with will bring value to each task order.
monthly schedule updates and progress reports that summarize
ii. Clearly Defined Management
previous decisions and results, identify issues requiring resolution
Approach and Work Plan: TYLIN will
A
and keep a pulse on stakeholder concerns. James will utilize an
pprepare a project management plan based
Action Item Matrix (AIM) to keep the City fully apprised of
on research and understanding of each task
ongoing events and responsibilities. We use an AIM on nearly all
order. This plan will give the team a tool that
of our projects and find them to be very effective in conveying
outlines the project scope and requirements,
responsibilities and deadlines to the project team. Essentially,
schedule (including milestone deadlines),
the AIM supplements the project schedule by providing detailed
anticipated meetings, and expectations for
responsibilities and deadlines in both the short-term and the
p
project documentation, communication
long-term. James will actively manage the schedule and the TYLIN will prepare a
PMP for each task order and quality assurance.
AIM, and will take corrective action when warranted.
Project Management Plan
August 2011
To avoid potential delays and/or cost overruns, James will
develop a Work Breakdown Structure (WBS) for each task order
that will break the project into manageable tasks based on the
negotiated scope of work. The WBS and the schedule will form
the basis from which the project will be managed. These tools
give TYLIN management the ability to constantly monitor the
project to make sure that the budget and schedule are on target
and that the needs of City and the stakeholders are being met.
Development of Sound Engineering
Recommendations
Delivering value and quality on-time and on-budget does not
occur by accident - it results from a conscious and planned
effort. TYLIN is successful in large part due to adherence to
the principals of providing value and quality in all our projects.
TYLIN has built a reputation for delivering quality projects
with built-in value, on time and on-budget. We will use proven
methods that we have developed to deliver quality and value.
Our project management methodology consists of four primary
elements:
i. Thorough and Clear Understanding of the Project Issues
and Requirements: TYLIN has a clear understanding of
Southeast Connector Truckee Bridge Project
Sout
RTC Project No. 532011
Project Managers:
Garth Oksol, PE
Regional TransportaƟon Commission of Washoe County
Daniel Heller, PE
T.Y. Lin InternaƟonal
REGIONAL TRANSPORTATION COMMISSION OF WASHOE COUNTY
1105 Terminal Way, Suite 108
Reno, Nevada 89502
iii. Open, Honest and Continual Communication and
Coordination: A critical element of any project is the need
to avoid miscommunication and ensure compliance with the
Scope, Schedule and Budget. This element includes:
♦ Regular Contact (typically weekly) with the City Project
Manager to keep him/her apprised of project progress and
concerns, and to allow him/her adequate time for input
into any project issue.
♦ Scheduled Progress/Coordination Meetings to
distribute project information and to discuss and resolve
project challenges. James Barr will keep an AIM that will
outline issues and responsibilities, including deadlines.
This Matrix will be distributed along with the Agenda
prior to every meeting so that participants are prepared to
discuss and resolve issues at the meeting.
♦ Design Discussions/Workshops with the team to discuss
and reach agreement on such items as drainage, right of
way, roadway geometrics, structures, traffic analysis,
construction sequencing and utility conflicts/relocations.
♦ Pre-Submittal Reviews with the City Project Manager
prior to Milestone submittals to ensure that there are no
surprises and that the submittal package is complete and
meets City expectations.
what it takes to be successful with on-call contracts. We have
provided on-call services to the City over the past two years, iv. Realistic Milestone Schedule: TYLIN is familiar with
as well as other municipalities throughout Arizona since 1998. the unique challenges of on-call contracts. Our staff has the
Responsiveness, research and careful consideration of potential experience and flexibility to handle urgent tasks with tight
Page 11
CONSULTANT
GIVEN NTP
1 SUBMITTAL
15%
Grade & Alignment
OVER THE
SHOULDER REVIEW
S
15% Grade & Alignment
330% SUBMITTAL
CITY REVIEW
30% Plans
330% COMMENT
RESOLUTION
MEETING
UTILITY
C
COORDINATION
MEETING
60% SUBMITTAL
UBMITTAL
Including Pothole Requests
CITY REVIEW
60% Plans
60% COMMENT
RESOLUTION
MEETING
990% SUBMITTAL
CITY REVIEW
90% Plans
9 COMMENT
90%
RESOLUTION
MEETING
FINAL SUBMITTAL
FI
Figure 3. Typical Task Order Schedule
timelines. If necessary, we can adjust our manpower to meet
the City’s specific requirements for each task assignment,
regardless of project size or number of disciplines involved.
James Barr will prepare an initial project schedule using MS
Project that will be discussed with the City Project Manager and
modified as appropriate. James will maintain the schedule and
provide monthly updates along with a progress memorandum
to the City that summarizes progress to date, identifies issues
requiring resolution and tracks stakeholder concerns. As with
any on-call task order, specific schedules will be based upon
the actual scope of work and City goals/objectives associated
with a given project. TYLIN has a thorough understanding of
the City’s typical schedule process, as outlined in Figure 3.
Cost Control
contract by each member of our team to provide value to the
City on each task order. In addition we are sensitive to the
community and political concerns that may be associated with
technical solutions to project challenges. The TYLIN team
strives to provide our clients with technically sound solutions
that carefully consider cost and community acceptance.
Based on our past on-call and project experience, there are
several strategies that can be implemented when changes need
to be made to avoid or make up any slippage of the schedule.
These strategies include:
♦ Developing and maintaining a focused and narrowed
scope for the project.
♦ Re-sequencing the design work to focus on the functional
elements with the most potential to slow the project
such as obtaining the environmental clearance prior to
proceeding with 60% plans (if federally funded).
TYLIN uses Deltek Vision as our Management Information
System tool. By utilizing this software, TYLIN has nearly
♦ Meeting weekly with the City and project stakeholders to
unlimited flexibility to monitor and control project progress
discuss critical path or near-critical path activities.
and budget on a regular basis. Because on-call projects can
vary in complexity, this flexibility is essential to effectively
♦ Maintaining a weekly schedule update and asking the
manage any given task order and multiple task orders
project owners for input and discussion on the schedule.
simultaneously. James Barr will
♦ Providing additional resources.
Identify Issues/Concerns
carefully monitor project costs
STEP 1: PERSONNEL
on a regular basis to identify
♦ Working extended hours.
Staff assigned based on applicable
Alternative
ve Deve
Development
experience & City needs
potential trends and clearly
Figure 4 outlines the process that
Address Stakeholder Concerns
communicate project progress
Address Engineering Issues
STEP 2: STANDARDS
we will follow in evaluating and
Evaluate Project Costs
and expenditures.
Design shall conform to City
remediating any issue that may arise standards, policies & procedures
Determine Community Impacts
on a given task order.
Approach to Problem
Evaluation of Alternatives
(In Conjunction with Stakeholders/City)
Resolution
Quality Assurance/Quality
TYLIN understands that on Control (QA/QC)
any given project, problems
can arise from a myriad of
sources, and that it is how we
Public Involvement/Input
ol
react to those problems which
sets us apart. Our staff has the
Development
nt of Construction
Co
Documents
experience, technical expertise
Plans, Specifications & Estimates and flexibility to handle urgent
tasks as they arise with tight
Construction
t t
timelines.
Innovation
and
Figure 4. Problem Solving Process creativity will be brought to this
Preferred/Recommended
mmend Alternative
As part of our commitment to quality
service, TYLIN has an established
formal QA/QC program (Figure 5)
that is implemented on all projects.
This program promotes prevention
rather than detection, and requires
independent project reviews at
all milestone stages by senior
engineering staff.
STEP 3: PRODUCTION PROCESSES
Deliverables produced per City
requirements
STEP 4: REVIEW PROCESSES
All deliverables are carefully checked
prior to submittal to the City
STEP 5: QUALITY ASSURANCE
The QA/QC officer performs QA audits
including review of QC documentation
STEP 6: DOCUMENTATION
Annotated check prints, production/
inspection lists & QA certifications are
kept in the project file
Figure 5. QA/QC Process
Page 12
PLANNING PHASE
&LW\7DVN2UGHU5HTXHVW
STAGE I (15%)
Scoping Phase: Initial
& Final Preparation,
Review & Approval
STAGE II (30%)
3UHOLPLQDU\3ODQ
Preparation,
Review & Approval
of PS&E & Reports
STAGE III (60%)
Design On-Going:
Preparation,
Review & Approval
of PS&E & Reports
STAGE IV (90%)
Final Design:
Preparation,
Review & Approval
of PS&E & Reports
ENVIRONMENTAL DETERMINATION & CLEARANCE
EN
If federal funds are used for design and construction, the project
cannot proceed to 60% without an environmental clearance.
UTILITY COORDINATION & CLEARANCE
PLANS,
SPECIFICATIONS
& ESTIMATES
Bid Package:
Preparation,
Review &
Approval
RIGHT-OF-WAY COORDINATION & CLEARANCE
AUTHORIZATION
Approval of PS&E, Authorization
of Federal Funds (if applicable),
Receipt of Local Funds
FHWA Authorization (if applicable):
5HTXLUHVHQYLURQPHQWDOXWLOLW\
ULJKWRIZD\FOHDUDQFHV36(
3URMHFWPXVWHQFXPEHUH[SHQVHVZLWKLQ
PRQWKVRIDXWKRUL]DWLRQ
&)56XESDUW$
2EOLJDWHVIXQGVHQDEOHVUHLPEXUVHPHQW
BIDDING,
AWARD &
CONSTRUCTION
CONTINUOUS STAKEHOLDER COORDINATION
Figure 7. TYLIN’s Recent Federally Funded Projects
Federal Projects over the Past 5 Years
Hunt Highway Widening, Pinal County/ADOT Local Govt
Project Scoping/DCR
Utility Clearance
Environmental Clearance
Right-of-Way Clearance
Clearances
Rio Salado Pathway, Cities of Tempe & Mesa/ADOT Local Govt
Wilson Schools Safe Routes to Schools, City of Phoenix
West Mesa Park & Ride, City of Mesa
Galveston Ped Bridge, City of Chandler/ADOT Local Govt
19th Ave/Thunderbird Rd Intersection Improvements,
City of Phoenix/ADOT Local Govt
Uptown Sedona Enhancements, City of Sedona
Carefree Highway DCR & EA, City of Peoria/ADOT Local Govt
Tempe Town Lake Ped Bridge, City of Tempe/ADOT Local Govt
Agua Fria Shared Use Path, City of Avondale/ADOT Local Govt
Osuna Road Notch, City of Albuquerque/NMDOT
Federal Funding Process
It is likely that some task orders for this contract will be subject
to the Federal Project Approval Process (Figure 6) whenever
federal funding is a viable option for a given task order. Often
times, the key to obtaining federal clearances and approval
in a timely manner are the early identification of potential
Figure 6. Federal Funding Process
issues and detailed involvement of project stakeholders early
in the project development process. Furthermore, TYLIN has
completed environmental documentation to all levels of NEPA
federal compliance (Categorical Exclusions, Environmental
Assessments and Environmental Impact Statements) and is
extremely capable of obtaining environmental clearance for
any task order. Figure 7 depicts projects in the last 5 years that
TYLIN has completed in accordance with the federal process
for utilization of federal funding for construction.
B. FAMILIARITY WITH CITY STANDARDS
TYLIN has reviewed the City’s standard insurance requirements
and contract documents and will comply with all requirements.
TYLIN contracts with the following insurance companies:
♦ Hartford Fire Insurance Company: General Liability
♦ Hartford Casualty Insurance Company: Automobile
Liability
♦ Hartford Underwriters Insurance Company: Worker’s
Compensation & Employers’ Liability
♦ National Union Fire Insurance Company of Pittsburg:
Excess Liability
♦ Liberty Insurance Company: Professional Liability
Section 4: Relevant Experience, Availability and Capability
A. PERSONNEL RESOURCES
hydraulics, foundations and structural design, construction
management and CADD services. Included among the local
James Barr, our Task Order Manager, will provide leadership
employees are 16 Registered Professional Engineers and
and serve as the primary point of contact for the City.
2 Engineers-in-Training. Nationally, TYLIN has over 700
TYLIN has experienced staff that can provide the City employees.
with immediate project startup, quick “turnaround” and
high quality products. Utilizing our multi-disciplinary team B. MATRIX OF DISCIPLINES/CATEGORIES
approach and state-of-the-art technology, the City will benefit TYLIN has selected key members of its professional staff with
from our extensive experience, relationships, track record of considerable experience and expertise in their disciplines and
project success and understanding of the needs and goals of proven track records on similar projects to lead this contract.
on-call task orders. TYLIN’s Tempe office has 28 employees Our team encompasses the transportation engineering,
specializing in transportation engineering, hydrology and hydrology/hydraulics, foundations and structural design,
Page 13
construction management and CADD services disciplines obligations and will ultimately be responsible for TYLIN’s
required for this project.
performance. Mr. Heller will also serve as the QA Manager on
any deliverable prior to submittal to the City.
Our Organizational Matrix listing the discipline categories,
key personnel and subconsultants can be seen in Figure 8.
James Barr, PE, Task Order Manager/Transportation
Engineer (3.5 Years with TYLIN): Mr. Barr has 11 years of
C. RESUMES
experience designing municipal infrastructure improvements,
The following staff biographies briefly highlight key team including sidewalks, driveways, roadways, intersections,
personnel, work background and project roles as related to this medians, storm drains and traffic control. His expertise includes
project. Detailed resumes, certifications and memberships may utility research, data compilation, roadway plan and profile,
be found in the Appendix. Figure 9 shows our key personnel’s construction cost estimates, drainage analysis and reports, and
signing and striping plans. As the Task Order Manager, Mr.
experience with similar projects.
Barr will be the primary point of contact for communications
Daniel Heller, PE, Principal-in-Charge/QA/QC (24 Years with the City. He will be responsible for monitoring the
with TYLIN): Mr. Heller has over 35 years of management scope, schedule, and budgets, and leading the entire team.
of structural, transportation, hydrology and construction He will oversee correspondence, internal communications,
management projects. His design experience has included the progress meetings and documentation. Mr. Barr will ensure all
preparation of all types of preliminary and final design contract design elements are compatible and properly combined into
documents and critical post-design services for various urban constructable documents.
freeway, local and rural roadway projects. He has extensive
experience in the analysis, design, and construction of pre- Chian-Lee Meng, SE, Foundations & Structural Design (21
stressed and conventionally reinforced concrete structures and Years with TYLIN): Mr. Meng has over 30 years experience in
widening, retrofitting and rehabilitation of existing structures. structural design and is responsible for structural analysis and
He is a TYLIN Vice President with the authority to commit design including layout, calculations, details, specifications,
resources on behalf of the firm. He will manage all contractual and final contract drawings. Mr. Meng has participated in the
Figure 8. Organizational Chart
Principal-in-Charge/QA/QC
Daniel Heller, PE
Transportation
%LNHZD\V3DWKZD\V
5RDGZD\6WUHHW'HVLJQ
3UHOLPLQDU\6WXGLHV
$'$&RPSOLDQFH
7UDQVSRUWDWLRQ3ODQQLQJ
7UDIILF&DOPLQJ
,QWHUVHFWLRQV
5RXQGDERXWV
3DUNLQJ/RWV
3XEOLF,QYROYHPHQW
James Barr, PE
Francis Matic, PE
CADD Services
''0RGHOLQJ
3UHOLPLQDU\)LQDO
&RQVWUXFWLRQ%LG'RFXPHQWV
Dennis Ray
Troy Smith
Task Order Manager
James Barr, PE
Foundations & Structural Design
+\GURORJ\'HVLJQ6WXGLHV
0DVWHU3ODQV
6WRUPZDWHU'UDLQDJH)DFLOLWLHV
'UDLQDJH6WXGLHV
6WRUP'UDLQ'HVLJQ
Lloyd Vick, PE, CFM
9HKLFXODU3HGHVWULDQ%ULGJH'HVLJQ
0RGLILFDWLRQV
5HSDLUV5HKDELOLWDWLRQ
/RDG5DWLQJV
6FRXU(YDOXDWLRQ0LWLJDWLRQ
5HWDLQLQJ1RLVH:DOOV
&RQFUHWH6WUXFWXUHV
6SHFLDO6WUXFWXUHV
%XLOGLQJ'HVLJQ
6WUXFWXUDO(YDOXDWLRQV
([LVWLQJ%XLOGLQJ(YDOXDWLRQ
0LVFHOODQHRXV6WUXFWXUHV'HVLJQ
Chian-Lee Meng, SE
Services
&RQVWUXFWLRQ$GPLQLVWUDWLRQ
&RQVWUXFWLRQ,QVSHFWLRQ
(VWLPDWLRQ
%LG'RFXPHQW3UHSDUDWLRQ
4$4&6HUYLFHV
6KRS'UDZLQJ5HYLHZ
3RVW'HVLJQ6HUYLFHV
Lloyd Beaman
Brian Lizzet, PE
Jesse Escamilla, PE
Page 14
design of numerous roadway and drainage structures. He also quality assurance and quantity verification, scheduling, weekly
has extensive building design experience, including steel- statements of working days, progress payments, change orders,
framed, concrete, and timber structures.
survey and material testing monitoring, community outreach
and public relations, utility coordination, SWPPP and NPDES
Jason Kelley, PE, CFM, Hydrology/Hydraulics (3 Years with monitoring, construction phasing, traffic control monitoring,
TYLIN): Mr. Kelley has over 19 years of experience in civil contractor’s safety program monitoring, O&M manuals
engineering including hydrologic analysis, hydraulic analysis, and training, as-builts and record drawings, special funding
scour analysis, weirs, culverts, storm drain systems, detention reporting, claims avoidance and mitigation and expert witness
basins and roadway drainage design of open channels, bank testimony. His experience encompasses roadways, highways,
protection, drop structures systems. He is proficient in various grading, paving, striping, traffic signals, street lighting, water
hydrologic and hydraulic software for modeling and design and sewer lines, reservoirs, pump stations, wells, storm drains,
including Flo-2D, HEC-1, HEC-2, HEC-RAS, HY-8 and channels, ball fields, parks, landscaping/irrigation, buildings
Haestad Methods software, as well as AutoCAD Civil 3D and and other infrastructure projects.
Microstation InRoads for plan preparation.
Dennis Ray, CADD Services (2 Years with TYLIN): Mr. Ray
Lloyd Beaman, Construction Management & Inspection offers over 25 years of experience in public works engineering,
Services (2 Years with TYLIN): Mr. Beaman has over 30 years transportation and private sector projects. He specializes in the
of construction management, administration and inspection assembly, processing, and management of CADD production
experience. His responsibilities have included specification plans and specifications. He is also familiar with and has
writing, bid tabulation and evaluation, value engineering, prepared plans utilizing AutoCAD Civil 3D 2010, Microstation
constructability reviews, submittals and RFI reviewing, InRoads V8 and XM and the McDonnell Douglas GDS system.
Troy Smith
Dennis Ray
Jesse Escamilla, PE
Brian Lizzet, PE
Lloyd Beaman
Lloyd Vick, PE, CFM
Chian-Lee Meng, SE
Francis Matic, PE
James Barr, PE
KEY PERSONNEL
Daniel Heller, PE
Construction Bid Documents
2D/3D Modeling
CADD
Post Design Services
Shop Drawing Review
QA/QC Services
Bid Document Preparation
Estimation
Construction Inspection
Construction Administration
CONSTRUCTION
MANAGEMENT
Storm Drain Design
Drainage Studies
Stormwater Drainage Facilities
Master Plans
Hydrology Design & Studies
Existing Building Evaluation
HYDROLOGY/
HYDRAULICS
Building Design
Structural Evaluations
Special Structures
Retaining & Noise Walls
Scour Evaluation & Mitigation
Bridge Design/Modifications
Public Involvement
Parking Lots
Roundabouts
Intersections
Traffic Calming
Transportation Planning
ADA Compliance
Preliminary Studies
Street Design
Bikeways/Pathways
Roadway Improvements
Load Ratings
FOUNDATIONS &
STRUCTURAL DESIGN
TRANSPORTATION
Repairs & Rehabilitation
Figure 9. Relevant Experience
City of Avondale Engineering Services On-Call
City of Phoenix Annual Services On-Call
ADOT On-Call Statewide & Local Government Projects
City of Phoenix Water Main On-Call
Pinal County On-Call Civil Engineering Services
ADOT On-Call Bridge & Drainage Design Services
Lower Buckeye Rd Paving & Drainage Improvements
Main Street Utility and Street Improvements
Ellsworth Rd/Empire Blvd Intersection Improvements
Ellsworth Road, Cloud Rd to Hunt Hwy
Meridian Road, Empire Blvd to Ocotillo Rd
Rio Salado Pathway
Agua Fria Shared-Use Path
I-10 Bridge Widening, Sarival Ave to SR 101L
Beardsley Rd Connector
Tempe Town Lake Pedestrian Bridge
116th Avenue Bridge (PIR) at the Gila River
I-17 Screen Walls
Pinnacle Peak South ADMS
Calle de Mandel Drainage Crossing
Sierra Pinta Drainage Outfall
51st Ave Improvements
White Tanks FRS#3 North Inlet Channel
Fillmore Street Drainage Improvements
Wickenburg Downtown Flooding Hazard Mitigation
Tempe Town Lake Bridge Inspections
Old US 80 Bridge Rehabilitation
Power Rd Improvements
43rd Ave Intersection Improvements
West Mesa Park-and-Ride
Page 15
CITY OF AVONDALE
ENGINEERING DEPARTMENT
EN 12-054
SECTION A
IV.
DISCIPLINE SPECIALTY CHECK LIST
FY 2012/2013 PROFESSIONAL CONSULTANTS SELECTION LIST
Name of Firm: T.Y. Lin International
Address: 60 East Rio Salado Parkway, Suite 501
State: Arizona
City: Tempe
Zip Code: 85281
Contact Name: James Barr, PE
Title: Project Manager/Transportation Group Manager
Telephone: 480-968-8814
Facsimile: 480-921-0002
Please check only those discipline categories for which you are particularly qualified, fully
addresses, and desired to be considered.
Architect
Landscape Architect
X
CADD Services
Plan Review Services
X
Property Appraisal Services
Economic & Fiscal Impact
Analysis
Professional Photography
Electrical Design and SCADA
Streetlight Design
Foundation & Structural
Subsurface Utility Investigation
Geotechnical & Environmental
Surveying
GIS Programs
Traffic Engineering
X
X
Hydrogeological Engineering
X
Hydrology/Hydraulic Projects
Wastewater Systems
Improvement District
Administration
Water Distribution and
Treatment System
1707395.2
A-11
DANIEL HELLER, P.E., R.L.S.
Principal-in-Charge/QA/QC
Years Experience:
35 Years
Years with TYLIN:
24 Years
Registrations:
Civil Engineer:
Arizona (21207)
California (50191)
Colorado (19463)
Florida (47266)
New Mexico (13009)
Texas (82443)
Tennessee (18962)
Utah (312838-2203)
Land Surveyor:
Arizona (22262)
Academic
Achievements:
M.S., Civil Engineering,
Tennessee Technological
University, 1978
B.S., Civil Engineering
Tennessee Technological
University, 1977
Professional
Activities:
Member: American
Society of Civil Engineers
& American Concrete
Institute
Mr. Heller has over 35 years of management of structural, transportation, hydrology and
construction management projects. His design experience has included the preparation of all
types of preliminary and final design contract documents and critical post-design services
for various urban freeway, local and rural roadway projects. He has extensive experience in
the analysis, design, and construction of pre-stressed and conventionally reinforced concrete
structures and widening, retrofitting and rehabilitation of existing structures. He is a TYLIN
Vice President with the authority to commit resources on behalf of the firm. He will manage
all contractual obligations and will ultimately be responsible for TYLIN’s performance. Mr.
Heller will also serve as the QA Manager on any deliverable prior to submittal to the City.
Mr. Heller’s relevant experience for this project includes:
Feasibility Study for Solar Panel Installation on Existing Parking Shade Structures (City
of Avondale): Mr. Heller served as the Principal-in-Charge/QA/QC for a structural analysis
of the existing parking shade canopies located on the City Municipal Campus adjacent to the
City Library, Court and Police Buildings. The analysis was conducted to determine the
feasibility of installing solar panels on the roofs of each structure and included retrofit
recommendations to various components of the structures to support the additional loading.
The draft study has been submitted to the City and a Final Study is anticipated to be submitted
by the end of May to aid the City in meeting the Department of Energy’s expenditure of funds
deadline of August 2012.
Annual On-Call Services (FY 2006-2012), City of Phoenix, AZ: Mr. Heller served as
Principal-in-Charge/QA/QC to provide engineering services to the City of Phoenix on
dozens of projects under this contract including: alignment studies, storm drain design,
retaining and screen walls, building maintenance and repair, roadway and intersection
improvements, landscape and aesthetic improvements, DCRs and site feasibility studies.
On-Call Bridge and Drainage Design Services, ADOT, AZ: For the past 12 years, Mr.
Heller has served as Principal-in-Charge/QA/QC for over 26 projects for ADOT under this
contract. Many of these projects have included managing and preparing scoping letters,
project assessment reports, construction plans, specifications, quantities and cost estimates,
special provisions, other related construction documents, and bid packages. Services
required for this contract also include roadway, drainage and traffic design; geotechnical
investigation, testing, and design; mapping and survey; right-of-way identification; utilities
investigation; environmental clearances and other general civil items. Post Design Services
(including attending partnering and preconstruction meetings) was also a key component on
many of the task orders to assist in the construction of these projects.
On-Call Statewide and Local Government Projects, ADOT, AZ: Mr. Heller is serving
as the Principal-in-Charge/QA/QC to develop project scoping documents, design and
construction plans, specifications and cost estimates to improve the safety and operational
characteristics of roadways and infrastructure throughout Arizona. These projects include
roadway design, intersection improvements, medians, curb, gutter and sidewalk, drainage,
erosion, retaining walls, and signing and striping. All projects being completed under this
contract are currently going through the Federal Project Approval Process.
116th Avenue Bridge (PIR) at the Gila River, MCDOT, Avondale, AZ: Project
Manager/Structures Engineer a new bridge crossing of the Gila River along the alignment
of 116th Avenue, which lies west of the existing low water crossing of the river at 115th
Avenue. TYLIN was selected by the contractor to provide additional value engineering. The
1
Daniel Heller, P.E., R.L.S.
Resume Continued
superstructure was redesigned using 78” deep AASHTO beams. This resulted in a material
savings of 36-140’ long beams, reducing the overall schedule and cost. TYLIN worked
closely with Sundt and the Engineer of Record to provide plans, specifications and shop
drawings on a very fast schedule, eliminating any impact to the sensitive time frame for
completion.
Agua Fria Shared-Use Path, Coldwater Park to Friendship Park, City of Avondale,
AZ: Project Manager for structural design services for the development of a new shared-use
path along the Agua Fria River in Avondale. The 2.5 mile project included trails along the
bank of the normally dry Agua Fria River, connections to existing trails and parks and the
crossings of two major transportation facilities. This is the first project to be developed along
the planned 34 mile long Trail System.
Tempe Town Lake Bicycle/Pedestrian Bridge, City of Tempe, AZ: Mr. Heller served as
the Project Manager for the City of Tempe for the development of a new bicycle/pedestrian
bridge across the Tempe Town Lake near the Tempe Center for the Arts. This bridge will
provide a connection to the existing bicycle and pedestrian pathways on the north and south
banks of the lake. The bridge will link parks, recreational facilities, and the Tempe Center
for the Arts with the Mill Avenue District, the heart of Downtown Tempe. Shade and
lighting are also provided for the structure to enhance the pedestrian experience. Mr. Heller
was responsible for the bridge design and associated aesthetic, stakeholder coordination and
utility improvements.
Beardsley Road Connector (CMAR), City of Peoria, AZ: Mr. Heller provided overall
management of design for the new bridge over New River and new retaining walls for this
joint project between the City of Peoria, ADOT, and the City of Glendale. The project
entails the widening of Beardsley Road from 83rd Avenue to 81st Avenue, the extension of
Beardsley Road from 81st Avenue to extend across New River with a new bridge, the
connection to SR101L and all associated freeway ramps re-alignments and widening
thereof. In addition to the new bridge over New River, bank protection is being constructed
at both bridge abutments and along the west bank of New River to connect the existing bank
protection located upstream and downstream of the new bridge.
Pinnacle Peak South ADMS, City of Scottsdale, AZ: Principal-in-Charge. TYLIN is
responsible for providing extensive hydrologic analysis for 43 square miles of highly
urbanized areas in North Scottsdale. Development of a master hydrology for the area
includes extensive HEC-1 modeling of mountainous areas covering the McDowell
Mountains and FLO-2D modeling covering the flatter distributary areas in the foothills.
Results from the study will be used to identify flood hazards, flow patterns and Phase II of
the study will be to determine viable Alternatives for flood mitigation.
43rd Avenue, Lower Buckeye Road to Buckeye Road, City of Phoenix, AZ: Principalin-Charge for the plans, drainage report and construction cost estimates for one mile of
roadway and drainage improvements along 43rd Avenue from Lower Buckeye Road to
Buckeye Road. This project has included substantial coordination with SRP Power and
Irrigation as the proposed roadway improvements were in conflict with existing SRP
facilities (69kV power and irrigation pipeline along the west side of the roadway). TYLIN
worked very closely with SRP staff to determine an acceptable alignment for the relocated
pipeline, including adjusting the proposed roadway curb and sidewalk locations to avoid the
existing power poles and allow for irrigation line reconstruction. TYLIN also closely
coordinated with the City’s CMAR Contractor (Achen Gardner) to resolve constructability
issues and to investigate various potential value engineering opportunities for the project.
2
JAMES BARR, P.E.
Task Order Manager
Years Experience:
11 Years
Years with TYLIN:
3.5 Years
Registrations:
Civil Engineer:
Arizona (43112)
California (67247)
New Mexico (18764)
Academic
Achievements:
B.S., Civil Engineering,
University of Arizona,
2001
Professional
Affiliations:
Member, American
(ASCE)
Member, Arizona Public
Works Association
(APWA)
Member, American
Council of Engineering
Companies of Arizona
(ACEC Arizona)
Mr. Barr offers 11 years of engineering experience. His professional experience includes
designing infrastructure projects including roadways, waterlines, storm drainage, and traffic
control. Mr. Barr’s expertise includes roadway design utility research, data compilation,
construction cost estimates, drainage analysis and reports, and signing and striping plans.
As the Task Order Manager, Mr. Barr will be the primary point of contact for
communications with the City. He will be responsible for monitoring the scope, schedule,
and budgets, and leading the entire team. He will oversee correspondence, internal
communications, progress meetings and documentation. Mr. Barr will ensure all design
elements are compatible and properly combined into constructable documents.
Mr. Barr’s relevant experience for this project includes:
On-Call Engineering Services - Feasibility Study for Solar Panel Installation on
Existing Parking Shade Structures, City of Avondale, AZ: As part of the current City of
Avondale On-Call, Mr. Barr served as Task Order Manager for the structural analysis of the
existing parking shade canopies located on the City Municipal Campus adjacent to the City
Library, Court and Police Buildings. The analysis was conducted to determine the
feasibility of installing solar panels on the roofs of each structure and included retrofit
recommendations to various components of the structures to support the additional loading.
Annual On-Call Services (FY 2006-2012), City of Phoenix, AZ: Mr. Barr served as
Project Manager/Engineer to provide engineering services to the City of Phoenix on dozens
of projects under this contract including: alignment studies, storm drain design, retaining
and screen walls, building maintenance and repair, roadway and intersection improvements,
landscape and aesthetic improvements, DCRs and site feasibility studies. Prior to joining
TYLIN, Mr. Barr also provided engineering services on more than 25 projects for the City
of Phoenix under previous versions of this contract.
On-Call Civil Engineering Services, Pinal County, AZ: Due to exceptional
communication, coordination and engineering design on the County’s Hunt Highway
Widening project, TYLIN was selected to provide on-call civil engineering services for
Pinal County. As Project Manager, Mr. Barr has completed two task assignments consisting
of Hunt Highway Phase 1A “Federalization”, preparation of TIGER I and II Grant
Applications for the Hunt Highway Widening project, design of a median closure along
Ironwood Drive south of Combs Road and the preparation of a TIGER II Application for
Kelvin Bridge.
Lower Buckeye Road Paving Improvements, 35th Avenue to 43rd Avenue (CMAR),
City of Phoenix, AZ: Mr. Barr served as Project Manager responsible for the oversight of
plans, special provisions and construction cost estimates for 1½ miles of arterial roadway
and storm drain improvements along Lower Buckeye Road from 35th Avenue to 43rd
Avenue. The project consists of field topographic mapping, right-of-way acquisition, utility
relocation and redesign, paving, curb, gutter and sidewalk infrastructure and drainage
improvements. The project also included extensive coordination with adjacent property
owners, UPRR and various utility owners, specifically SRP.
43rd Avenue Paving and Storm Drain Improvements, Lower Buckeye Road to
Buckeye Road (CMAR), City of Phoenix, AZ: Mr. Barr served as Project Manager for 1mile of paving and storm drain improvements along this heavily traveled arterial roadway.
As part of this project, Mr. Barr performed detailed pavement analysis, prepared several
geometric layout alternatives for the intersection of Lower Buckeye Road and 43rd Avenue
1
James Barr, P.E.
Resume Continued
to avoid costly utility relocation and right-of-way acquisition costs and had extensive
coordination with the various utility owners along the project corridor.
43rd Avenue Intersection Improvements (CMAR), City of Glendale, AZ: Mr. Barr
served as Project Engineer for capacity enhancements at five intersections (Peoria Avenue,
Olive Avenue, Northern Avenue, Glendale Avenue and Bethany Home Road) on one of the
busiest north-south corridors in the City. The intersections are at one mile intervals and
improvements included: additional turn lanes, bus bays, traffic signal modifications, raised
medians, utility relocations and construction (water, sewer, irrigation, electrical, gas,
telephone, cable television), landscaping and signing and striping.
Rio Salado Pathway, City of Tempe/City of Mesa, AZ: Mr. Barr served as the Project
Manager responsible for the 30% design of a 3-mile multi-use pathway along the south
bank of the Salt River, underneath the SR 101L/SR 202L system interchange. The design
was developed as a part of an overall Design Concept Report/Grant Application effort in
conjunction with the Maricopa Association of Governments (MAG). The design developed
by Mr. Barr and the TYLIN Team balanced the needs for area users by providing a safe, allweather commuter trail with an ability to feel close to the surrounding unique environment
via an elevated bridge section of the pathway off of the south bank of the river.
Meridian Road, Empire Boulevard to Ocotillo Road DCR, MCDOT, AZ: Mr. Barr
served as the Project Engineer/Deputy Project Manager for the DCR and Environmental
Overview for Meridian Road. As part of this effort, TYLIN thoroughly investigated the
existing and future Meridian Road characteristics including existing and future land use
planning, future local and regional growth in the area and the anticipated traffic demands on
the surrounding regional network (working closely with MAG and their regional traffic
modeling). TYLIN has worked closely with the project partners and the development
community to establish a proposed set of recommendations for the corridor’s design that
will best serve the needs of this rapidly growing sector of Maricopa County.
Ellsworth Road Improvements, MCDOT, AZ: Mr. Barr served as Project Manager for
providing oversight of professional engineering services to MCDOT and the Town of
Queen Creek for the preparation of roadway improvement plans for 1 ¾-mile stretch of
Ellsworth Road. The project limits extend from Cloud Road to Hunt Highway and involves
extensive coordination between the Town of Queen Creek, MCDOT, Flood Control, Pinal
County, and adjacent developments currently in design. The design of this stretch of
Ellsworth Road consists of the preparation of paving plan and profile sheets, storm drain
plan and profile sheets, street lighting, traffic signal design, and signing and striping plans.
19th Avenue and Thunderbird Road Intersection Improvements, City of Phoenix, AZ:
Mr. Barr served as Project Manager for providing traffic engineering services to develop
and analyze alternatives to improve traffic flow and safety at this busy intersection. The
preparation of the DCR involved intersection capacity and safety analyses, reports, and
conceptual drawings of proposed improvements as part of the evaluation process. Mr. Barr
worked with the project team to come up with a solution to help the capacity issues at this
intersection that would provide the City with the most “bang for their buck”.
2
FRANCIS MATIC, P.E.
Years Experience:
14 Years
Years with TYLIN:
5 Years
Registrations:
Civil Engineer:
Arizona (37360)
Academic
Achievements:
Arizona State University
Professional Activities:
American Society of Civil
Engineers
American Public Works
Association
Mr. Matic has more than 14 years of experience in designing and managing of roadway
projects. He is serving in a similar role under ADOT’s Statewide and Local Government
and Traffic Safety Section On-Calls. He also serves as the lead Roadway/Traffic Engineer
on TYLIN’s Bridge and Drainage Services and District Minor On-Calls. This experience
provides him with a thorough knowledge of ADOT policies and procedures. He has
previously worked for several years on Roadway On-Call, as well as on other ADOT
projects, which included the development of scoping and construction documents. He has
design experience on pavement preservation projects, traffic calming design, intersection
improvements, urban and rural roadway widening, freeway interchange design, drainage
improvements, retaining walls and erosion control. His Traffic Engineering background
includes developing pavement marking and signing plans, traffic control plans, signal and
lighting plans, as well as the associated specifications and estimates. He has been involved
in the preparation of TIA Report, Project Assessments, DCRs, Change of Access Reports,
and PS&E. He also has experience as a coordinator for resolving utility and right-of-way
conflicts on various projects.
Mr. Matic’s relevant experience for this project includes:
On-Call Statewide and Local Government Projects, ADOT, AZ: Mr. Matic is serving as
the Project Manager to develop project scoping documents, design and construction plans,
specifications and cost estimates to improve the safety and operational characteristics of
roadways and infrastructure throughout Arizona. These projects include roadway design,
intersection improvements, medians, curb, gutter and sidewalk, drainage, erosion, retaining
walls, and signing and striping. All projects being completed under this contract are
currently going through the Federal Project Approval Process. Recent tasks include:
McDowell Road ITS, Avondale: Mr. Matic is serving as the Design Project Manager for
the proposed project on McDowell Road from 99th Avenue to Avondale Blvd and on 99th
Avenue from McDowell Road north to the first signalized shopping center location. Mr.
Matic will provide preliminary, final and post-design services for the preparation of plans,
specifications and estimate for the project. Services will include: ITS conduit and fiber optic
cable installation, environmental clearance, utility coordination as required, and
coordination with ADOT.
John Wayne Parkway Sidewalk Enhancement, Maricopa: Mr. Matic is serving as the
Design Project Manager for developing a State Transportation Enhancement project that
will be ready for advertisement in three years (2014) with ADOT, the City of Maricopa and
the Green Valley Community. The project location is along SR 347 beginning at
Cobblestone Farms Drive and at the SR 238 intersection. The project includes: six (6) foot
wide sidewalks and ADA-compliant pedestrian curb ramps. This project will require
coordination with ADOT, the City of Maricopa and the Green Valley Community to ensure
that all of the project components are eligible for Transportation Enhancement funding.
Juan Sanchez Boulevard Overlay Project (Avenue H to Avenue F), San Luis: Mr.
Matic is serving as the Design Project Manager for the rehabilitation of the existing
pavement structural section through pavement milling and asphalt concrete overlay
construction. Mr. Matic will provide preliminary and final design services for the
preparation of plans, specifications and estimates.
South Navajo Drive (7th Avenue to Sage Avenue), Page: Mr. Matic is serving as the
Design Project Manager to provide preliminary, final and post-design services for the
1
Francis Matic, P.E.
Resume Continued
preparation of plans, specifications and estimate for the project. Services will include:
milling and replacing the asphalt roadway, environmental clearance, utility coordination as
required, and coordination with ADOT.
Flagstaff Guardrail, ADOT, AZ: Mr. Matic is as the Design Project Manager for this
Highway Safety Improvement Program (HSIP funds) project for the City of Flagstaff. His
responsibilities include managing and reviewing the field inventory, field assessment report
and final design PS&E preparation of almost 100 guardrails throughout the City of
Flagstaff.
On-Call Bridge and Drainage Design Services, ADOT, AZ: Mr. Matic has provided
roadway and traffic engineering services under this contract. Many of these projects have
included managing and preparing scoping letters, project assessment reports, construction
plans, specifications, quantities and cost estimates, special provisions, other related
construction documents, and bid packages. Services required for this contract also include
roadway, drainage and traffic design; geotechnical investigation, testing, and design;
mapping and survey; right-of-way identification; utilities investigation; environmental
clearances and other general civil items. TYLIN has also been responsible for coordination
with other ADOT sections/groups and outside agencies (FHWA, BLM, BIA, USFS, Corps
of Engineers, local governments, etc.). Post Design Services (including attending partnering
and preconstruction meetings) was also a key component on many of the task orders to
assist in the construction of these projects. Recent tasks have included:
I-40 East Kingman TIOP & RROP, Kingman: Mr. Matic served as the Lead
Roadway/Traffic Engineer for the I-40 roadway design and the crossover detour design as
part of this bridge rehabilitation and deck replacement project. His responsibilities include
plan development, modeling, horizontal and vertical geometric design, roadway staking,
and quantities. This project will repair the bridge decks for the I-40 East Kingman TIOP and
widen and replace the bridge decks for the RROP.
SR 79 Coronado Wash Bridge: Mr. Matic is serving as the Roadway Task Manager for
the SR 79 roadway design as part of this bridge rehabilitation project during the Scoping
Phase. His responsibilities include managing and reviewing the roadway design component
of the project. This project will replace and widen the bridge for SR 79 Coronado Wash
Bridge as well as the adjacent pavement and guardrail.
I-10/SR 303L System Traffic Interchange (Phase I), ADOT: Mr. Matic is serving as the
Lead Project Engineer/Project Manager involved with the design and preparation of plans,
specifications, and estimate for the Phase I construction of a system traffic interchange on
Interstate 10 in Goodyear, AZ. His involvement was in the design of ½ mile of a multi-lane
McDowell Road and a ½ mile 2-lane detour route. His responsibilities included developing
consultant’s scope and fee, project administration, urban arterial crossroad design, utility
coordination, interdisciplinary and scope-area coordination, engineer’s estimate, earthwork
report, and specifications.
SR 202L, Washington Road and Mill Avenue Bridge Widenings, ADOT: Mr. Matic
served as the Lead Project Engineer/Task Manager for the design and preparation of traffic
control plans, specifications, and estimate for the widening of EB Mill Avenue Viaduct on
SR 202L in Tempe, Arizona. His responsibilities include traffic control design, ADOT and
local agency coordination, and specifications.
2
CARLOS SANCHEZ SORIA, P.E.
Years Experience:
8 Years
Years with TYLIN:
3.5 Years
Registrations:
Civil Engineer:
Arizona (48279)
California (73660)
Academic
Achievements:
University of Arizona,
2003
Professional
Affiliations:
Member, American
Public Works Association
(APWA)
Mr. Soria offers eight years of engineering experience. His professional experience includes
designing infrastructure projects including roadways, domestic water, sanitary sewer,
natural gas, ITS conduit (traffic signal interconnect) and storm drainage. Mr. Soria’s
expertise includes utility research and coordination, data compilation, roadway plan and
profile, construction cost estimates, and drainage analysis and reports. He is an experienced
utility design professional who offers extensive expertise in permitting, planning and
design. Mr. Soria is also a fluent bi-lingual (Spanish) speaker.
Mr. Soria’s relevant experience for this project includes:
Annual On-Call Services (FY 2006-2012), City of Phoenix, AZ: Mr. Soria served as
Project Engineer to provide transportation engineering services to the City of Phoenix on
dozens of projects under this contract including: alignment studies, storm drain design,
retaining and screen walls, building maintenance and repair, roadway and intersection
improvements, landscape and aesthetic improvements, DCRs and site feasibility studies.
Recent tasks have included:
64th Street Alignment Study, Bell Road to Mayo Blvd: Mr. Soria prepared a Feasibility
Study to evaluate the potential issues and anticipated costs for improvements associated
with the extension of 64th Street between Bell Road and Mayo Boulevard. The 64th Street
alignment is approximately 1.1-miles long and includes a crossing of the Central Arizona
Project Canal. The widening of Mayo Boulevard between 56th Street and 64th Street for
approximately 1.15-miles was investigated as well as part of the Study.
Lower Buckeye Road Paving Improvements, 35th Avenue to 43rd Avenue, City of
Phoenix, AZ: Mr. Soria served as Design Engineer responsible for the preparation of plans,
special provisions and construction cost estimates for 1½ miles of arterial roadway and
storm drain improvements along Lower Buckeye Road from 35th Avenue to 43rd Avenue.
The project consists of field topographic mapping, right-of-way acquisition, extensive
utility relocations including 12kV power poles, 30” irrigation pipes and structures, fiber
optic, telephone lines and street lights. The project also included paving, curb, gutter and
sidewalk infrastructure, drainage improvements as well as the reconstruction of an existing
railroad crossing (including signals, concrete approach, switch and approximately 800’
railroad tracks). The project also includes coordination with adjacent property owners.
43rd Avenue Paving and Drainage Improvements (Lower Buckeye Road to Buckeye
Road), City of Phoenix, AZ: Mr. Soria served as Design Engineer responsible for
finalizing the plans, drainage report and construction cost estimates for one mile of roadway
and drainage improvements along 43rd Avenue from Lower Buckeye Road to Buckeye
Road. This project has included substantial coordination with SRP Power and Irrigation as
the proposed roadway improvements are in conflict with existing SRP facilities (69kV
power and irrigation pipeline along the west side of the roadway). The TYLIN Team has
worked very closely with SRP Irrigation to determine an acceptable alignment for the
relocated pipeline by adjusting the proposed roadway curb and sidewalk locations to avoid
the existing power poles and allow for irrigation line reconstruction. As part of this project,
our Team has worked closely with the City’s Street Transportation and Real Estate
Departments to resolve the Arizona State Land Department, USA Fee and El Paso Natural
Gas Easement right-of-way issues along the west side of the roadway.
Main Street Utility and Street Improvements (Mesa Drive to Val Vista Drive), City of
Mesa, AZ: Mr. Soria served as Project Engineer responsible for completing plans, special
1
Carlos Sanchez Soria, P.E.
Resume Continued
provisions and cost estimates for the rehabilitation of Main Street for one-mile from
Lindsay Road to Val Vista Drive. Improvements include a 2½” full-width mill and overlay
along with minor sidewalk, driveway and curb & gutter reconstruction. The improvements
also include a 16” water line, a 4” gas line and 2” ITS conduits (traffic signal interconnect)
for this section of Main Street. Fire hydrant locations were analyzed and new hydrants were
added to adhere to current fire department requirements. In addition, storm drain facilities
were analyzed and upgraded to intercept and convey the 10-year design storm in the street
(100-year within right-of-way) along Main Street between Mesa Drive and Val Vista Drive
(4 miles). As a result, several new catch basins along with a new storm drain system (36” to
54” pipe size) were proposed to improve existing drainage conditions.
West Mesa Park & Ride, City of Mesa, AZ: Mr. Soria served as the Project Engineer to
identify eight potential sites for this FTA funded Park & Ride facility in the area near
Country Club Drive and US 60. Mr. Soria assisted in the completion of a conceptual
analysis for each of these sites, from which the City of Mesa and TYLIN staff determined
two preferred site locations that were carried forth for additional analysis. As part of this
project, TYLIN prepared preliminary site layouts, a summary evaluation matrix as well as
an environmental analysis. The City of Mesa and TYLIN staff met to evaluate the two
alternatives and selected one site to be carried forth for final design. The project team
identified the site at Country Club Drive and Juanita Avenue as the preferred location and
proceeded to prepare final plans, specifications and estimates. The site will accommodated
approximately 310 spaces and will be accessible to both the Valley Metro Local and
Express Bus Routes in the vicinity. As part of the final design, TYLIN prepared a
hydrology study and hydraulics report, grading, landscaping, lighting, CCTV, paving and
signing & striping plans. TYLIN is working closely with City of Mesa staff to ensure that
the site is pedestrian friendly, while maintaining safe and easy circulation with quick
parking access for all users.
Ellsworth Road Improvements, MCDOT, AZ: Mr. Soria served as Project Engineer for
providing professional engineering services to MCDOT and the Town of Queen Creek for
the preparation of roadway improvement plans for a 1.75 mile stretch of Ellsworth Road.
The project limits extend from Cloud Road to Hunt Highway and involve extensive
coordination between the Town of Queen Creek, MCDOT, Flood Control, Pinal County,
and adjacent developments currently in design. The design of this stretch of Ellsworth Road
consisted of the preparation of paving plan and profile sheets, storm drain plan and profile
sheets, street lighting, traffic signal design, and signing and striping plans.
Hunt Highway from Empire Boulevard (County Line) to the Town of Florence Limits,
Pinal County, AZ: Mr. Soria served as the Design Engineer for completing a Corridor
Study for the entire 12 miles and simultaneously complete construction plans for the initial
1-1/2 miles of improvements (Empire Boulevard to east of Thompson Road). There were
several factors that added to the complexity of the project. The project is located within an
area of a large number of earth fissures, some of which were remediated with this project. In
addition, there are several public agencies involved in the project including Pinal County,
MCDOT, FCDMC and the Town of Queen Creek. One of the interesting facets to the
project is the number of developers that we are working with throughout the project’s first
phase (8-10). All of these developers have projects in various stages of development,
thereby requiring close coordination between the County’s proposed improvements and the
developer funded improvements. Lastly, the first phase of the project experiences’ floods
after nearly every storm. The County and Design Team worked together to find innovative
ways to provide an all weather roadway at a cost the County can afford.
2
CHIAN-LEE MENG, S.E.
Years Experience:
30 Years
Years with TYLIN:
21 Years
Registrations:
Structural Engineer:
Arizona (21834)
Utah (274416)
Civil Engineer:
California (C40943)
Academic
Achievements:
M.S., Civil Engineering,
Arizona State University
1982
B.S., Hydraulic
Engineering National
Cheng Kung University
(Taiwan) 1978
Professional
Affiliations:
American Society of Civil
Engineers
Mr. Meng has over 30 years experience in structural design and value engineering. He is
responsible for structural analysis and design including layout, calculations, details,
specifications, and final contract drawings. He has designed precast, prestressed concrete
bridge elements, substructures, deep and shallow foundations, structural steel, masonry and
concrete retaining/sound walls and scour retrofit details. He also has extensive building
design experience, including steel-framed, concrete, and timber structures.
Mr. Meng’s relevant experience for this project includes:
Feasibility Study for Solar Panel Installation on Existing Parking Shade Structures (City
of Avondale): Mr. Meng performed a structural analysis of the existing parking shade
canopies located on the City Municipal Campus adjacent to the City Library, Court and Police
Buildings. The analysis was conducted to determine the feasibility of installing solar panels
on the roofs of each structure and included retrofit recommendations to various components
of the structures to support the additional loading. The draft study has been submitted to the
City and a Final Study is anticipated to be submitted by the end of May to aid the City in
meeting the Department of Energy’s expenditure of funds deadline of August 2012.
Annual On-Call Services (FY 2006-2012), City of Phoenix, AZ: Mr. Meng served as lead
Structural Engineer providing bridge/structural engineering and building maintenance repair
to the City of Phoenix on dozens of projects under this contract.
I-17 Screen Walls, ADOT Phoenix Construction District, AZ: Project Manager for
design services for 3 miles of 5’ high screen walls along northbound I-17 between 7th Street
and 19th Avenue. The walls were designed to reduce the visual impact of the freeway on
the adjacent residential neighborhoods. The screen wall was supported on a 6’ wide by 2’
deep footing and was also designed to serve as a traffic barrier to resist potential vehicular
impact force. Steel-framed light weight screen wall panels were attached to the outside of
the concrete bridge barrier on the 3rd Street Railroad OP, Central Avenue OP, 7th Avenue
Traffic Interchange OP, 11th Avenue Railroad OP, 15th Avenue OP, and 19th Avenue
Traffic Interchange OP. Special 6” thick by 5’ tall concrete panels were attached to the
outside of roadway transition barrier at each end of the bridges where the barrier height
varied.
Galveston Street Bicycle and Pedestrian Bridge, City of Chandler, AZ: Mr Meng
assisted in the development of concepts for this new bridge to be constructed over the 101L
Freeway between Ray Road and Chandler Blvd. Three concepts were developed: cable tied
arch, steel box truss, and steel parabolic box girders. Alternatives included ADA
compliance with wall aesthetics and estimates for total construction costs. This pedestrian
bridge included over 30 shade “sails” attached to the fencing components. Mr. Meng served
as the Structural Engineer responsible for evaluating all wind loads and sizes for the
structural steel frames.
Arizona Center, Phoenix, AZ: This shopping mall consisted of two L-shaped three-story
and one C-shaped two-story steel moment frame buildings supported by drilled shafts. Mr.
Meng was the PE for this project.
Chandler Center for the Arts, Chandler, AZ: Mr. Meng was the Project Engineer for the
design of the auditorium, which consisted of concrete proscenium beam and columns,
reinforced masonry walls, and steel roof system. This project also included two turntables
on one orchestra pit.
1
Chian-Lee Meng, S.E.
Resume Continued
Scottsdale Police Headquarters, Scottsdale, AZ: This is a two-story building with
concrete basement walls; steel framing and masonry shear walls.
Center Court Office Building, Phoenix, AZ: Mr. Meng was the Project Manager for the
design of a four-story steel moment frame building with tennis courts at the roof level and
underground parking facilities. The foundations were drilled shafts.
McDowell Center, Scottsdale, AZ: This four-story, L-shaped nursing home building was
designed using masonry shear walls, and rigid diaphragm prestressed concrete cored slabs.
Mr. Meng was the Project Manager.
On-Call Bridge and Drainage Design Services, ADOT, AZ: For the past 12 years, Mr.
Meng has served as Project Manager for over 26 projects for ADOT under this contract.
Many of these projects have included managing and preparing scoping letters, project
assessment reports, construction plans, specifications, quantities and cost estimates, special
provisions, other related construction documents, and bid packages. Services required for
this contract also include roadway, drainage and traffic design; geotechnical investigation,
testing, and design; mapping and survey; right-of-way identification; utilities investigation;
environmental clearances and other general civil items. TYLIN has also been responsible
for coordination with other ADOT sections/groups and outside agencies (FHWA, BLM,
BIA, USFS, Corps of Engineers, local governments, etc.). Post Design Services (including
attending partnering and preconstruction meetings) was also a key component on many of
the task orders to assist in the construction of these projects.
I-15, Virgin River Bridge Nos. 4, 5 and 6, ADOT Flagstaff District, AZ:
Hydrodemolation and the microsilica modified concrete overlay process was used on deck
rehabilitation of three steel girder bridges over environmentally sensitive deep canyons. The
longest is the Bridge No. 6 (648’-6” long, 65’-3” wide), built in the early 1970s. Traffic
control was coordinated with Utah and Nevada DOTs.
I-15, Virgin River Bridge No. 7, ADOT Flagstaff District, AZ: Project Manager
designed two new plate girders for the open median between the two NB and SB existing
bridges. The new steel girders connected the side-by-side bridges together, providing a
redundant girder system to a previous non-redundant system that was load posted.
I-15, Virgin River Bridge No. 1, ADOT Flagstaff District, AZ: Project Manager for this
bridge deck rehabilitation project. The new steel girders connected the side-by-side bridges
together, providing a redundant girder system to a previous non-redundant system that was
load posted. This five-span continuous steel girder bridge is 851’-0” long by 67’-4” wide,
with a 1’-7” wide concrete barrier on each side and a 2’-2” wide median concrete barrier.
The clear roadway width is 31’-0” on each side of the median barrier, providing two
northbound and two southbound traffic lanes. The bridge is located on a tangent horizontal
alignment with N82°28’31”E bearing. The cross section of the bridge deck provides a 1.5%
cross slope crowned at the centerline of the bridge. The average elevation of the bridge is
1,875 feet. The following tasks will be performed for this project: Repair bridge deck spalls
and treat deck with methacrylate. Replace deck expansion joint at both abutments.
Burro Creek Bridge, US 93 Hwy (ADOT Kingman District)
Project Manager for conducting an independent design and analysis review on a 985.5 ft.
steel truss arch bridge, including the steel members, composite deck, concrete pier frames
and footings, and bolted connections.
2
WILLIAM RODRIGUEZ, P.E.
Years Experience:
20 Years
Years with TYLIN:
9 Years
Registrations:
Civil Engineer:
Arizona (35174)
Academic Achievements
M.S., Structural
Engineering, Polytechnic
University, 1991
Polytechnic University,
1988
Mr. Rodriguez has 20 years of experience in structural engineering specializing in bridges,
highway and drainage structures. He has designed and managed different types of bridges,
including precast girders, slabs and box beams, post-tensioned box girders, steel and castin-place slab bridges. His experience includes bridge widening consisting of precast and
post-tensioned box girder bridges, such as the three span precast box beam bridge at
Tangerine Road TI on I-10, the three span AASHTO girder bridges at Ray Road TI and
SPRR OP on I-10 and the nineteen span AASHTO girder bridges at Agua Fria River on I10, and the seven span post-tensioned box and AASHTO girder bridge at Mill Avenue
Viaduct on SR202L. He will serve as the Design Engineer for this project.
Mr. Rodriguez’ experience includes the following selected projects:
Rio Salado Pathway, City of Tempe/City of Mesa, AZ: Mr. Rodriguez served as the
Bridge Engineer involved in the development of 30% design of a 3-mile multi-use pathway
along the south bank of the Salt River, underneath the SR 101L/SR 202L system
interchange. The design was developed as a part of an overall Design Concept Report/Grant
Application effort in conjunction with the Maricopa Association of Governments (MAG).
The design developed by Mr. Rodriguez and the TYLIN Team balanced the needs for area
users by providing a safe, all-weather commuter trail with an ability to feel close to the
surrounding unique environment via an elevated bridge section of the pathway off of the
south bank of the river.
Meridian Road, Empire Boulevard to Ocotillo Road DCR, MCDOT, Queen Creek,
AZ: Mr. Rodriguez is serving as a Bridge Engineer on the DCR and Environmental
Overview for Meridian Road. As part of this effort, TYLIN has thoroughly investigated the
existing and future Meridian Road characteristics including existing and future land use
planning, future local and regional growth in the area and the anticipated traffic demands on
the surrounding regional network (working closely with MAG and their regional traffic
modeling). TYLIN has worked closely with the project partners and the development
community to establish a proposed set of recommendations for the corridor’s design that
will best serve the needs of this rapidly growing sector of Maricopa County.
Tempe Town Lake Pedestrian Bridge, Tempe, AZ: The Tempe Town Lake Bridge is an
innovative continuous 11 span Triangular Steel Truss Bridge supporting each track with a
30’ wide concrete deck. The design is based on AASHTO Load Factor Design using Grade
50 ksi steel pipe. Mr. Rodriguez served as the Project Engineer for designing a
superstructure.
Galveston Pedestrian Bridge, City of Chandler, AZ: The Galveston Street Bicycle &
Pedestrian Bridge is the vital link to the re-establishment of Chandler’s Bike System,
maintaining the City’s reputation as “the most connected City in the Valley”. This
Bicycle/Pedestrian Bridge is site specific in its location and will be integrated into the earth
embankments on both sides of the freeway as well as onto the concrete pier, spanning the
freeway and frontage roads. The bridge will provide a connection to the existing bicycle and
pedestrian pathways on the east and west sides of the freeway. Mr. Rodriguez served as a
Bridge Engineer involved in the project.
McQueen Road Improvements, Chandler, AZ: Mr. Rodriguez served as the Project
Manager for the design of a new bridge over New River and new retaining walls. The
project consisted of widening Queen Creek Road to six lane divided major arterial,
widening McQueen Road to six lane divided major arterial between Queen Creek Road and
1
William Rodriguez, P.E.
Resume Continued
Chandler Heights Road, widening McQueen Road to four lane divided minor arterial
between Chandler Heights and Riggs Road. TYLIN was responsible for preparing an Initial
Bridge Selection Report for the proposed widening of box culverts at both McQueen and
Queen Creek Road. Upon selection of the existing alternative, TYLIN prepared plans,
specifications and estimates for each of the two sites.
Tempe Town Lake Light Rail Bridge Bridge, Tempe, AZ: Mr. Rodriguez served as the
Project Engineer for structural design of the Y-shaped reinforced concrete piers and drilled
shafts for the 11-span steel triangular truss bridge. Checked and corrected the design and
analysis of the 3D model for a steel truss superstructure acting compositely with the
concrete slab. Developed structural details for the contract drawings.
SR 101L/Chandler Boulevard Bike Lanes, City of Chandler, AZ: To accommodate the
widening on the westbound side, Mr. Rodriguez served as the Structures Engineer for 225’8” ft of the existing retaining wall under the Chandler Boulevard Overpass is going to be
removed and a new soil nail wall will be constructed approximately 13’-10” from the face
of the existing north abutment. The new wall varies in height from 9 feet to approximately
5.4 feet where it connects to the existing salvaged wall. The new soil nail wall will consist
of epoxy coated rebar spaced approximately 5 feet in the vertical and horizontal direction
and grouted in a minimum 6 inch diameter hole, with 4 inch of shotcrete over the vertical
cut ground and an 8 inch cast-in-place concrete fascia wall. The new wall will be
constructed in lifts to be determined by the Contractor. The project required close
coordination to accommodate existing and new utilities and traffic conduits.
SR 303L, Cactus & Waddell Overpasses, Surprise, AZ: The Cactus Road and Waddell
Road Overpass bridges allow SR 303L northbound and southbound to pass over the
crossroads and the at-grade single point urban interchange (SPUI) ramps. TYLIN designed
a single-span cast-in-place post-tensioned concrete box girder bridge with full height
abutments. The crossroads, similar to Litchfield, were already constructed and ADOT did
not want to close the newly constructed roads. Therefore falsework construction with
minimal openings would be required. The contractor proposed a detour and the use of soffit
fill construction realizing a significant savings. Because of the soft soils, drilled shafts were
recommended. Coordinating with the geotechnical engineers, TYLIN recommended spread
footings, saving the project over $2M. Mr. Rodriguez served as the Lead Bridge Engineer
for these two new interchanges.
SR 202L (Red Mountain Freeway), Brown Road Underpass, Mesa, AZ: The Brown
Road TI Underpass structure enables the SR 202L Eastbound and Westbound mainline
roadways to pass under Brown Road. Brown Road is classified as a major arterial street
resulting in an out-to-out width of 90’-0”. The underpass consists of a two span posttensioned box girder with a depth of 8’-6”. The span lengths are 198’-0” and 194’-0”, with a
total structure length of 392’-0”. Mr. Rodriguez served as the Project Manager for the
design of this project.
SR 303L/I-10 Traffic Interchange, Goodyear, AZ: Mr. Rodriguez served as a Bridge
Engineer involved in the realignment and widening of I-10 to its ultimate width between
Citrus Road and Sarival Avenue. TYLIN is also responsible for completing the connection
of the I-10 widening projects east and west of the TI. Other features include: 14 bridges,
crossroad improvements at Citrus Road, Sarival Avenue, Thomas Road and McDowell
Road, an on-site drainage system, traffic operations infrastructure and major utility
relocations.
2
JASON KELLEY, P.E., CFM
Years Experience:
19 Years
Years with TYLIN:
3 Years
Registrations:
Civil Engineer:
Arizona (37297)
Nevada (020958)
New Mexico (19707)
Utah (7632063-2202)
ASFPM Certified
Floodplain Manager,
2008 (US-08-03385)
Academic
Achievements:
Arizona State University,
1994
Professional
Affiliations:
Member, Arizona
Floodplain Management
Association (AzFMA)
Member, American
Council of Engineering
Companies (ACEC)
Member, Association of
State Floodplain
Managers (ASFPM)
Member, American
(ASCE)
Mr. Kelley has over 19 years of management and design experience in civil engineering
including hydrologic analysis, hydraulic analysis, scour analysis, design of open channels,
bank protection, drop structures, weirs, culverts, storm drain systems, detention basins and
roadway drainage systems. He is proficient in various hydrologic and hydraulic software for
modeling and design including Flo-2D, HEC-1, HEC-2, HEC-RAS, HY-8 and Haestad
Methods software, as well as AutoCAD Civil 3D and MicroStation InRoads for plan
preparation.
Mr. Kelley’s relevant experience for this project includes:
Pinnacle Peak South ADMS, City of Scottsdale, AZ: Mr. Kelley is serving as the Project
Manager responsible for providing extensive hydrologic analysis for 43 square miles of
highly urbanized areas in North Scottsdale. Development of a master hydrology for the
area includes extensive HEC-1 modeling of mountainous areas covering the McDowell
Mountains and FLO-2D modeling covering the flatter distributary areas in the foothills.
Results from the study will be used to identify flood hazards, flow patterns and Phase II of
the study will be to determine viable Alternatives for flood mitigation.
Calle de Mandel Drainage Crossing, City of Scottsdale, AZ: Mr. Kelley provided
hydraulic analysis and design of a low-water culvert crossing in an area experiencing
significant flooding problems in North Scottsdale. TYLIN analyzed an existing upstream
culvert with a high skew using HEC-RAS, flow splits at the upstream end of an existing
culvert, an existing dip crossing and proposed dip crossing/culvert alternatives. Design
includes a double barrel box culvert, drop inlet to intercept flows in a constricted area
adjacent to houses and an elementary school and utility relocation.
Sierra Pinta Drainage Outfall, City of Scottsdale, AZ: Mr. Kelley was the Project
Manager for the evaluation of the flow split at Thompson Peak Parkway and Pima Road.
During project discussions, an approach was determined to create a larger FLO-2D model
with a boundary extending to the southwest to determine the ultimate destination of flows
splitting across the intersection. In preparation for the project, Mr. Kelley reviewed the
Pima Road Drainage Report, HEC-1 models and original FLO-2D model assumptions and
inputs. The 2D analysis was successful in determining flow split ratios. Based on these
results, updates to the HEC-1 model were performed (diversion record DV52AW) and peak
discharges remaining along Pima Road and arriving at Sierra Pinta Drive were determined.
A Technical Drainage Memorandum was created to document the input parameters and
results of the FLO-2D model.
Meridian Road, Empire Boulevard to Ocotillo Road DCR, MCDOT, Queen Creek,
AZ: Mr. Kelley provided updates to regional hydrology study models to account for offsite
flows impacting the roadway. TYLIN also developed innovative drainage concepts for the
corridor to mitigate offsite and onsite flows in a combination of roadside channels, retention
basins, culverts and scour protection. Mr. Kelley also prepared scour analysis and scour
protection for a proposed bridge over Queen Creek Wash. These proposed drainage
solutions mitigate the stormwater generated from the 31.5 square mile watershed draining
towards this portion of Meridian Road and Queen Creek Wash.
White Tanks Flood Retarding Structure#3 North Inlet Channel, FCDMC, AZ: Mr.
Kelley was the assistant Project Manager and project engineer. The project included
hydrologic analysis, Manning’s N verification and sensitivity analysis, channel hydraulics,
weir analyses, seepage analyses, uplift analysis, hydraulic jump analyses, design of channel
1
Jason Kelley, P.E., CFM
Resume Continued
improvements, drop structures, lateral weir, large diversion culverts, bank protection,
preparation of plans, specifications and estimates. Mr. Kelley was responsible for project
oversight including the primary design decisions; direction and presentation of project
meetings with the client; coordination of work between the design engineer and CADD
technicians; and oversight, modeling and design of the hydraulic components of the project.
East Maricopa Floodway Mitigation Basins, FCDMC, AZ: Mr. Kelley was the design
engineer for the Chandler Heights and Rittenhouse Basins project. He was responsible for
modeling and design for the project which optimized the function of two large detention
basins (550 acre-feet and 1300 acre-feet) with channel improvements, lateral weirs and
outlet structures. Optimization efforts saved over six figures in excavation and construction
costs. “Kinder and gentler” approach to structure design led to successful incorporation of
large boulders into drop structures and use of rustication, form lining and reduction of hardline features in the design of two 800-foot long lateral weir structures. Engineering efforts
included performing unsteady state HEC-RAS analyses to design and model the basins with
lateral weirs. Design of large grouted boulder drop structures included uplift, hydraulic
jump, local scour and seepage analyses; design of sedimentation basin with outlet works.
Jason provided training and oversight for modeling of detention basins in SelectCAD,
prepared cost estimates, and assisted in oversight of preparation of construction documents.
Granite Reef Wash Drainage Study and Preliminary Design Improvements, City of
Scottsdale, AZ: Mr. Kelley served as the Project Manager for the hydrologic study, updates
to existing studies, hydraulic analysis, alternative evaluation and preliminary design of the
recommended alternative. Recommended alternative includes four miles of large diameter
storm drain and interception structures which provide 100-year flood protection for over
1000 structures and 850 acres of undeveloped land. Key issues included multiple agency
cooperation, floodplain analysis, FLO-2D analysis, interception structure design, large
conduit design, utility conflict resolution, FEMA Benefit Cost Analysis, agency funding
research and proposals, agency benefits evaluations, public involvement, alternative cost
estimates and reports.
83rd Avenue Bridge at New River, City of Glendale, AZ: Mr. Kelley was involved with
the water surface profile analysis, scour analysis, uplift analysis and hydraulic jump analysis
for proposed bridge and channel improvements upstream and downstream of bridge,
including roller compacted concrete drop structure, CSA bank protection with incorporated
trail system (under bridge), channel widening, and low-flow channelization. Jason
completed quantity and cost estimates and preparation of construction documents in
AutoCAD. Design of channelization, bank protection and drop structure followed the
guidelines set forth in the Middle New River Watercourse Master Plan. Assisted with 404
permitting process.
27th Avenue Drainage Study and Design, City of Phoenix, AZ: Mr. Kelley was the
Project Manager for a drainage study for one-half mile of roadway improvements through a
residential and commercial area in north central Phoenix. He completed hydrologic design
by synthesizing results from the previous Master Drainage Study and City of Phoenix
methods. He also prepared preliminary layout and analysis of storm drain system using
StormCAD. The final drainage report and cost estimate with design recommendations were
delivered on-time and under budget. He completed the design of roadway and offsite storm
drain system and channel improvements.
2
LLOYD VICK, P.E., CFM
Years Experience:
19 Years
Years with TYLIN:
2 Years
Registrations:
Civil Engineer:
Arizona (37890)
Nevada (021177)
Certified Floodplain
Manager:
Arizona (03382)
Academic
Achievements:
Arizona State University,
1996
Training:
Leadership in
Engineering
Administration Program
(LEAP), Arizona Council
of Engineering
Companies (ACEC),
2008
Professional
Affiliations:
Member, Arizona
Floodplain Management
Association (AzFMA)
Member, Arizona Public
Works Association
(APWA)
Mr. Vick has over 14 years of experience in hydrologic modeling and design, floodplain
delineations, storm water master planning, retention and detention basin design, storm drain
design, and roadway improvement projects. He has performed as both project manager and
project engineer for numerous on-call contracts giving him a diverse array of experience
handling drainage issues. He has years of experience performing drainage studies,
producing plans, specifications and cost estimates for design projects. He has also prepared
presentations and conducted public meetings for numerous flood insurance and planning
studies.
Mr. Vick’s relevant experience for this project includes:
Annual On-Call Services (FY 2006-2012), City of Phoenix, AZ: Mr. Vick served as a
lead drainage engineer to provide engineering services to the City of Phoenix on dozens of
projects under this contract including: alignment studies, storm drain design, retaining and
screen walls, building maintenance and repair, roadway and intersection improvements,
landscape and aesthetic improvements, DCRs and site feasibility studies. Recent tasks
included:
Roma Avenue Drainage Study: Mr. Vick identified existing flooding hazards and
developed conceptual alternatives to remediate flooding problems. The study encompassed
the contributing watershed area which produces several feet of flooding and significant
damage to houses within the adjacent subdivision. He evaluated the flooding condition,
calculated the 2, 10, 25, and 100 year storm discharges impacting the site, prepared a
preliminary drainage analysis, and developed alternatives and cost estimates to correct the
flooding conditions.
Salt River Levee Certification: Project Manager for the certification of the north and south
levees adjacent to the City’s Sky Harbor airport. Decades ago, the Salt River was
channelized between two levees, but now the Airport plans an encroachment into the
existing river bed to provide a 1000-foot clear area at the end of a runway. Design plans and
a new Conditional Letter of Map Revision (CLOMR) have been prepared in support of the
plans. Project tasks include completion of the required data collection, as-built the south
levee, verification of the CLOMR documentation, preparation of design plans to fix
damaged sections of the levee embankment, right-of-way exhibits, and Operation and
Maintenance plans, and coordination of the levee certification application via LOMR
through FEMA.
Sky Harbor International Airport/Salt River LOMR: Mr. Vick was responsible for the
preparation of a Letter of Map Revision (LOMR) for the Salt River. The Airport, as part of
a Runway Safety Area improvement, designed and constructed a Concrete Stabilized
Alluvium (CSA) embankment which encroaches into the existing river bed. The design was
based upon a FEMA approved Conditional Letter of Map Revision (CLOMR). Project tasks
included verification that the as-built conditions matched the conceptual design in the
CLOMR application, the preparation of a new hydraulic model, work maps, annotated
Flood Insurance Rate Maps, update of the Operation and Maintenance plans, preparation of
the LOMR application and the coordination of the LOMR through FEMA.
51st Avenue Paving and Drainage Improvements, City of Phoenix, Arizona
Project Manager. Provided storm drainage and roadway improvements to 51st Avenue. This
project involves the design of a new storm drain system that collects off-site runoff from
South Mountain in addition to the on-site street runoff. At Baseline Road, the new storm
1
Lloyd Vick, P.E., CFM
Resume Continued
drain ties into an existing FCDMC project via a new unique junction structure. The
FCDMC’s twin 66-inch pipes ultimately discharge into the Laveen Area Conveyance
Channel. In coordination with private developers, this project is intended to improve the
existing two-lane roadway to a four-lane roadway with raised median. This project also
includes utility coordination and relocations, sidewalks, bus bays and a multi-use trail.
Wickenburg Downtown Flooding Hazard Mitigation Project, FCDMC, AZ: Project
Engineer. Provided final design services for the Sols Wash Wickenburg Downtown
Flooding Hazard Mitigation Project, which included channel excavation, gabion basket
bank protection, and floodwall improvements to convey the 100-year storm flows within the
banks of Sols Wash to the Hassayampa River. Since the project was to be complete prior to
ADOT's construction of the Highway 93 Interim Bypass embankment, the schedule for
completion was critical. This project involved special coordination with the Town of
Wickenburg, adjacent property owners, and ADOT.
Waterman Wash Floodplain Delineation Study, FCDMC, AZ: Project
Manager/Engineer. This project included new hydrology for a 420 square-mile watershed in
Rainbow Valley located south of the Town of Goodyear, Arizona. This project also
included approximately165 stream miles of Zone A floodplain delineation on the upper
reach of Waterman Wash as well as on numerous tributaries. In addition to the hydrology
and hydraulics, the project included a geomorphic assessment, Conditional Letter of Map
Revision (CLOMR), and stakeholder and public involvement.
Metro Phoenix ADMP, FCDMC, AZ: Project Manager. Provided an Area Drainage
Master Study/Plan for the central Phoenix area. The study included a new hydrologic
analysis for a 90-square-mile area, new floodplain delineation for Cave Creek Wash, and
solutions to solve flooding hazards in the older, developed part of Phoenix.
Gila Bend ADMP, FCDMC, AZ: Project Engineer. Identified drainage problems and
developed alternative solutions for a 60-square-mile area surrounding the Town of Gila
Bend. Work included an overall drainage plan, solutions to flooding problems along Sand
Tank Wash, solutions for existing local and urban flood problems, and 30 stream miles of
floodplain delineation.
Meridian Road, Empire Boulevard to Ocotillo Road DCR, MCDOT, AZ: Mr. Vick
served as a Drainage Engineer for the DCR and Environmental Overview for Meridian
Road. TYLIN has developed innovative drainage solutions along the corridor to
accommodate the 31.5 square mile watershed draining towards this portion of Meridian
Road and Queen Creek Wash.
Arizona Proving Grounds, 2.1 Mile Straightaway, Ford Motor Company, Peoria, AZ:
Mr. Vick served as the drainage engineer for final design services including the final
grading, paving and drainage plans for a 2.1 mile straightaway that will run parallel to the
existing 2.1 mile straightaway at the Arizona Proving Grounds (APG). Retention basins
were designed to retain the 100-year storm event in accordance with Maricopa County
Standards. The project also included constructability reviews, Storm Water Pollution
Prevention Plans, special provisions, geotechnical field investigations and environmental
services.
2
LLOYD BEAMAN
Construction Management & Inspection Services
Years Experience:
35 Years
Years with TYLIN:
2 Years
Certifications:
Class B, B-2 General
Contractors License
Business Management
Laws and Business
Practices
Basic Contract Law
Dispute Prevention and
Resolution
Site Preparation
Project Scheduling for
Contractors
Occupational Safety and
Workers Compensation
Class III Asbestos
Operations and
Maintenance
Construction Safety and
Health 40-hour Training,
US Dept. of Labor,
OSHA
Academic
Achievements:
Construction
Management, University
of Texas
Coursework:
Class A General
Engineering License
Certified Construction
Manager (CCM)
Construction Safety and
Health Training, U.S.
Department of Labor,
and OSHA (Occupational
Safety and Health
Administration)
Mr. Beaman has 35 years of construction management experience. Accomplished in the
construction industry with the ability to handle multiple tasks concurrently and remain
flexible in order to deal with a constantly changing environment. He is assertive and self
motivated with the ability to analyze, and interpret all types of contract documents relating
to construction, public works, governmental regulations, general business periodicals,
professional journals, and technical procedures. His extensive experience spans a diversity
of projects, specialized construction and engineering projects. Management of site plans and
design, zoning research and analysis, hearing testimony, regulatory permitting, government
projects, roadways, bridges, sanitary sewer, storm sewer, water, and earthen dams.
Mr. Beaman’s relevant experience for this project includes:
Old US 80 Bridge Rehabilitation, MCDOT, AZ: Mr. Beaman is serving as Construction
Manager to provide construction management and inspection to preserve the aesthetic
features of the Old US 80 Gila River Bridge and create a safer environment for the public.
The Old US 80 Gila River Bridge went into service in 1927, as an all-weather crossing of
the Gila River. Listed on the National Register of Historic Places, the bridge possesses a
high degree of integrity and provides a local transportation corridor for daily all-weather
travel. The bridge has experienced bent steel truss compression members, deficient roller
bearings that unequally distribute weight and thermal stresses, and the potential for washout
during a significant flood event.
Tempe Town Lake Pedestrian Bridge, City of Tempe, AZ: Mr. Beaman served as
Construction Manager for the Tempe Town Lake Downstream Pedestrian Bridge, a fourspan steel pipe tied arch that will be integrated with the existing Town Lake dam’s concrete
piers and abutments. The superstructure top chord is comprised of a pair of crossing 34’
high parabolic-shaped steel-pipe arches. The two bottom chords, also steel pipes, connect to
the top chords via crossing 1.375” structural strand steel wires. The concrete deck is
supported on steel stringers and floorbeams spanning from both bottom chords. Shade and
lighting are also provided for the structure to enhance the pedestrian experience.
Tempe Town Lake Bridge Inspections, City of Tempe, AZ: Mr. Beaman was responsible
for the inspection of four bridge foundations that cross the Tempe Town Lake including
Mill Avenue (northbound and southbound), Scottsdale Road and McClintock Road. These
include a multi-span arch, multi-span haunched post tensioned box, and two multi-span
precast girder bridges. The investigation into the bridges required repairs to rehab exposed
drilled shafts. Mr. Beaman inspected all repairs which included site excavation, formwork,
and concrete placement.
43rd Avenue Intersection Improvements, City of Glendale, AZ: Mr. Beaman served as
construction manager for capacity enhancements at five intersections on one of the busiest
north-south corridors in the City. The work consisted of ongoing project coordination with
the Cities of Glendale and Phoenix, CMAR, SRP, and various developers along the project
corridor. He participated in attendance at the pre-construction conference, weekly
construction meetings, inspection, preparation of exhibits and plans related to unforeseen
field conditions and shop drawing review. Mr. Beaman also provided construction close-out
services including the preparation of as-built drawings based on Contractor provided
redlines and our field notes. Close-out services included final inspection, to assure
compliance with the specifications, includes physical examination of the work and the
examination of all provisions and requirements to ascertain whether the contract has been
fully performed, and to identify that any/all outstanding contract requirements are satisfied.
1
Lloyd Beaman
Resume Continued
National Seminars:
Federal Government
Contracting
Construction
Management
Construction Defect
Litigation Energy
Management
Purchasing Techniques
Economics of High Rise
Design
On Call “GO” Glendale Project, City of Glendale, AZ: This project consisted of six
small projects bundled together in the City’s first “GO” Project. Mr. Beaman performed
Construction Management duties for installing Quadguard barricades at four bridge
locations throughout Glendale. It also involved rebuilding several blocks of roadway at
varying locations. Services included inspections, pay application approvals, public
communications, and correspondence.
63rd Avenue & Butler Drive Park, City of Glendale AZ: Mr. Beaman developed final
landscape and engineering plans for a 5-acre park for the City. Close coordination with
City staff, solicitation of public opinion, and lead to our cohesive design that includes play
structures for all age groups, multiple seating options, natural and manufactured shade
structures, a full size basketball court, and a life size interactive sundial.
Global Water Resources, City of Glendale, AZ: Construction Manager for 12 projects
that consisted of water mainlines, booster pump stations, and tank sites. Mr. Beaman
participated in the pre-construction conferences, weekly construction meetings, inspections,
preparation of exhibits and plans related to unforeseen field conditions, shop drawing
reviews, and close-out services.
97th Avenue Paving and Water Main Improvements, Sunrise Water Company, Peoria
AZ: Mr. Beaman provided construction management, inspection, and Engineer of Record
services for the construction and certification of 5,100 of new 12” water main and the
paving of 97th avenue. Included monitoring and observation, certification of all testing
procedures, observation of sub-grade, asphalt, and aggregate base testing, installation of the
water line, valve adjustments, and string lining AB, coordinating all documents and
submittals to MCDOT for the roadway and AZDEQ for the water line.
Carefree Highway, City of Peoria, AZ: Mr. Beaman served as construction manager
responsible for providing construction management and construction inspection services for
this project. Services included assuring quality control; maintaining public relations;
monitoring the work of the contractor; attending project meetings; digital photography;
schedule monitoring; submittal, and change order processing monitoring; punch list
preparation; and compliance reporting and documentation.
2nd and 9th Street Improvements Project, Town of Buckeye, AZ: Mr. Beaman served as
the Construction Manager/Inspector on this project in which the team provided professional
consultant services including data acquisition; field topographic surveys; design plans for
curb and gutter, sidewalks, access ramps, valley gutters, pavement centerline, and traffic
signing and striping; cost estimating; landscape design; and construction management and
inspection services.
Ports of Entry between Mexico and the United States, United States Customs, AZ: Mr.
Beaman was responsible for overseeing and managing the installation of computer software
and hardware, cameras and license plate scanners in the auto lanes at Douglas, Naco,
Nogales East and West, Lukeville, and San Luis, Arizona.
Sandra Day O'Connor United States Courthouse, Phoenix, AZ: Standing six stories
with no attached public parking, this building encompasses more than 550,000 square feet
(51,000 m²). The public atrium features a dramatic six story glass curtain-wall on the north
face, and contains a drum-shaped special proceedings courtroom with a glass-lens ceiling.
2
BRIAN LIZZET, P.E.
Years Experience:
7 Years
Years with TYLIN:
3.5 Years
Registrations:
Civil Engineer:
Arizona (48619)
Mr. Lizzet offers over seven years of engineering and construction management experience.
His engineering experience consists of designing infrastructure projects including
transportation systems, storm drainage, and signing and striping plans. Mr. Lizzet’s
expertise includes, roadway plan and profile, construction cost estimates, drainage analysis,
and utility research. In addition to design, Brian has been involved in various Construction
Management projects, including parking lot construction and roadway construction. His
primary responsibilities include facilitating contractor pay estimates, contractor submittals,
RFIs, daily reports and construction inspection.
Mr. Lizzet’s relevant experience for this project includes:
Academic
Achievements:
Michigan State
University, 2004
Professional
Affiliations:
Member, American
Public Works Association
(APWA)
Member, American
(ASCE)
Member, Institute of
Transportation Engineers
(ITE)
Old US 80 Bridge Rehabilitation, MCDOT, AZ: Mr. Lizzet is providing construction
management and inspection to preserve the aesthetic features of the Old US 80 Gila River
Bridge and create a safer environment for the public. The Old US 80 Gila River Bridge
went into service in 1927, as an all-weather crossing of the Gila River. Listed on the
National Register of Historic Places, the bridge possesses a high degree of integrity and
provides a local transportation corridor for daily all-weather travel. The bridge has
experienced bent steel truss compression members, deficient roller bearings that unequally
distribute weight and thermal stresses, and the potential for washout during a significant
flood event.
Hospital Road Paving, Waterford, MI: Mr. Lizzet served as both the Design Engineer
and Construction Manager for this project. Design included paving of approximately one
half mile of existing gravel road, setting vertical and horizontal alignments, storm water,
guardrail design, maintenance of traffic during construction, peat removal, geotextile, and
an added right turn lane at an adjacent high volume roadway. Mr. Lizzet also managed this
project throughout its construction.
Gantzel Road (Ironwood Drive), Median Safety Modifications, Pinal County, AZ: Mr.
Lizzet is currently serving as the Project Manager for the preparation of roadway
improvement plans for Gantzel Road (Ironwood Drive). The project consists of median
modifications to the existing medians to prevent full access at two driveway locations. Leftturn lanes are being added as well as an island median curb to only allow three-quarter
access to these driveways, and therefore reduce the significant crashes at this location.
Galveston Pedestrian Bridge, City of Chandler, AZ: Mr. Lizzet served as the Project
Engineer for the street improvement plans associated with the Pedestrian Bridge over SR101, at Galveston Street. This project consisted of curb modifications to the SR-101 Service
Road (Price Road) to allow the bridge columns to be placed at an appropriate clear zone
from travel lanes. This project also consisted of attached sidewalk to the modified curb to
coincide with the Pedestrian Bridge.
Annual On-Call Services (FY 2006-2012), City of Phoenix, AZ: Mr. Lizzet served as a
transportation engineer on dozens of projects under this contract including: alignment
studies, roadway and intersection improvements, DCRs and site feasibility studies.
Columbus and Clarendon Sidewalk Improvements, City of Phoenix, AZ: Mr. Lizzet
served as the Project Manager and Project Engineer for the sidewalk improvement plans for
Columbus Avenue, Clarendon Avenue and 64th Drive, from 65th Drive to 63rd Avenue,
approximately ½ mile, in the City of Phoenix. The project included designing attached
sidewalk behind the existing back of curb, designing ADA compatible sidewalk ramps,
1
Brian Lizzet, P.E.
Resume Continued
improving existing driveways, improving existing property walls, and street lighting.
30th Street ADA Ramp and Sidewalk Improvements, City of Phoenix, AZ: Mr. Lizzet
served as the Project Manager and Project Engineer for the sidewalk improvement plans for
30th Street, from Washington Street to Van Buren Street (approximately ¼ mile) in the City
of Phoenix. The project included designing attached sidewalk behind the existing back of
curb, designing ADA compatible sidewalk ramps, improving existing driveways, removing
abandon driveways, street lighting and improving existing drainage systems.
Ellsworth Road Improvements, MCDOT, AZ: Mr. Lizzet served as Project Engineer for
the preparation of roadway improvement plans for Ellsworth Road. The project limits
extend from Hunt Highway to Cloud Road (approximately 3 miles), and adjacent roadways
for MCDOT and the Town of Queen Creek. This project involved extensive coordination
between the Town of Queen Creek, MCDOT, FCDMC, Pinal County, and adjacent
developments currently in design. The design of this stretch of Ellsworth Road consisted of
the preparation of paving plan and profile sheets, storm drain plan and profile sheets, street
lighting, traffic signal design, and signing and striping plans.
Meridian Road, Empire Boulevard to Ocotillo Road Design Concept Report, MCDOT,
AZ: Mr. Lizzet served as Project Engineer for completing a Corridor Study of the 3 miles
of roadway. The primary focus of the project included improvements to an existing five
point intersection between Meridian Road, surrounding roadways, and two Union Pacific
Railroad crossings, which were recommended to be grade separated overpasses by the
design team. In addition, this project included several drainage improvements to the
relatively flat surrounding area. Roadside retention basins, drainage channels, and storm
drain structures were recommended to relieve drainage concerns by local agencies. Proper
utility documentation including all existing and proposed facilities along the corridor was
also important with this project. Lastly, the corridor study included preliminary construction
plans of Meridian Road which consisted of the preparation of paving plan and profile
sheets, drainage plan sheets, and bridge plans.
Pinal County, Queen Creek, AZ: Mr. Lizzet served as the Project Engineer for completing
a Corridor Study for 12 miles of roadway while simultaneously completing construction
plans for the initial 1½ miles of improvements (Empire Boulevard to east of Thompson
Road). There were several factors that added to the complexity of the project. The project is
located within an area of a large number of earth fissures, some of which were remediated
with this project. In addition, there are several public agencies involved in the project
including Pinal County, MCDOT, FCDMC and the Town of Queen Creek. One of the
interesting facets to the project was the number of developers that we worked with
throughout the project’s first phase (8-10). All of these developers had projects in various
stages of development, thereby requiring close coordination between the County’s proposed
improvements and the developer funded improvements.
Intel Ocotillo Plant OC8/NTS Design-Build Parking Lot, Chandler, AZ: Mr. Lizzet
served as a transportation engineer for the design and construction plans for a concrete
parking lot on an 8-acre site adjacent to the OC8 and NTS buildings at the Ocotillo Intel
plant in Chandler, Arizona. The design provided for approximately 830 parking spaces split
amongst two separated lots. At the onset of the project, TYLIN was tasked with developing
alternatives for a non-VOC pavement surface due to the parking lot’s proximity to the OC8
building. Due to a heavily accelerated project schedule, Mr. Lizzet prepared project
construction documents in less than 3 weeks for issuance of an at-risk grading permit.
2
JESSE ESCAMILLA III, P.E.
Years Experience:
6 Years
Years with TYLIN:
6 Years
Registrations:
Civil Engineer:
Arizona (52612)
Academic
Achievements:
Texas A&M University
2006
Professional Activities:
Member, American
Jesse has six years of experience in engineering and construction inspections. His
experience includes calculations, plan development, quantities, cost estimates, global and
local modeling, finite analysis and geometry for bridges and structures. His primary
responsibilities include facilitating contractor pay estimates, contractor submittals, RFIs,
daily reports and construction inspection.
Mr. Escamilla’s experience includes the following:
Tempe Town Lake Bridge Inspections, Tempe, AZ: Mr. Escamilla served as an Inspector
responsible for the inspection of four bridge foundations that cross the Tempe Town Lake
including Mill Avenue (northbound and southbound), Scottsdale Road and McClintock
Road. These include a multi-span arch, multi-span haunched post tensioned box, and two
multi-span precast girder bridges. The investigation into the bridges required repairs to
rehab exposed drilled shafts. Mr. Escamilla served as an inspector through all repairs which
included site excavation, formwork, and concrete placement.
Tempe Town Lake Pedestrian Bridge, Tempe, AZ: Mr. Escamilla served as the Design
Engineer responsible for calculations, plan development, both global and local modeling,
finite analysis, arch design, quantities, cost estimate, and geometry for a 4 span tied arch
pedestrian bridge crossing Tempe Town Lake. The Tempe Town Lake Pedestrian Bridge is
a signature bridge in the City of Tempe leading up to the new Tempe Center of the Arts.
Mr. Escamilla assisted with the erection engineering and sequencing of the construction of
the pedestrian bridge using nonlinear staged analysis.
Alaska State Bridge Inspection, Juneau, AK: Mr. Escamilla served as an Inspection
Assistant responsible for the inspection of over 50 bridges along the Parks Highway, Tok
Cutoff Highway, Denali Highway and Richardson Highway. The bridges he inspected
varied from precast girder, timber girder, steel plate girder, steel truss, and flatbed railroad
car bridges.
NMDOT Structural/Bridge On-Call – Bridge Load Ratings, NM: Under the
Structural/Bridge On-Call Contract for the New Mexico Department of Transportation,
TYLI was assigned the Statewide Bridge Load Rating Anslysis. Mr. Escamilla provided
bridge load rating analysis for a group of 27 off-system, State owned bridges. This task was
recently submitted for final NMDOT review and approval.
Sellwood Bridge, Portland, OR: Mr. Escamilla served as a Design Engineer responsible
for calculations, plan and development for the 3 span deck arch bridge crossing the
Willamette River. The designs and calculation checks by Mr. Escamilla included edge
girder splices, intermediate and end diaphragms, transverse restraints, arch struts, and all
maintenance and access platforms required to inspect the 1275’ structure. Mr. Escamilla
utilized both an EIT and a technician to complete tasks in a timely manner.
New York Ave, Washington D.C.: Mr. Escamilla served as a Design Engineer responsible
for calculations, plan and development for the rehabilitation and widening of 2 continuous
steel plate girder bridges that cross a major railroad yard in Washington D.C. The bridges
were non redundant and required an addition girder line be added without impacting the
railroad yard below. The design by Mr. Escamilla included edge girder splices, intermediate
diaphragms and build up plate diaphragms at the abutments.
1
Jesse Escamilla III, P.E.
Resume Continued
Port Mann Bridge (Design Build), Vancouver, B.C.: Mr. Escamilla served as a Design
Engineer responsible for calculations, plan and development, and geometry of this 10 lane
850m cable stayed bridge. The design is according to The Canadian Bridge Code CSA S606. Most of the design has involved all aspects of the superstructure; including but not
limited to cable geometry, floor beam design, shear block and restrainer design,
maintenance and inspection access and platform design, barrier design, and cantilevered
sidewalk design.
McQueen Canal, Chandler, AZ: Mr. Escamilla served as the Design Engineer responsible
for calculations, plan development, and quantities of the lengthening and replacing of the
existing canal.
Cross Creek Ranch Bridge Inspection, Sedona, AZ: Mr. Escamilla served as the
Inspector responsible for the inspection of two bridges in the Cross Creek Ranch
subdivision. These included a 4 span precast girder bridge and a railroad flat bed bridge
made from retired rail road cars.
Beardsley Road Connector Bridge, Peoria, AZ: Mr. Escamilla served as the Design
Engineer responsible for calculations, plan development, and coordination of retaining walls
as well as abutment design, quantities and cost estimate. The Beardsley Road Bridge is a 3
span precast AASHTO Type IV Girder Bridge.
SR 202L, Washington Street and Mill Avenue, Tempe, AZ: Mr. Escamilla served as the
Design Engineer responsible for calculations and plan development of abutments, retaining
walls, and project geometry. The bridge is a 7 span cast in place box girder with a hinge.
SR 303L Bridge over Agua Fria River, Peoria, AZ: Mr. Escamilla served as the Design
Engineer responsible for bridge geometry, calculations and plan development of
superstructure design including deck and precast AASHTO Type VI girders. The project
consisted of 2 bridges over the Agua Fria River.
I-10 Bridge Widening, Phoenix, AZ; Mr. Escamilla served as the Design Engineer
responsible for calculation and plan development of abutments, piers, and drilled shafts.
The project consisted of 2 bridges; the SPRR Widening and the Agua Fria Widening. The
bridges are 3 span and 20 span precast AASHTO Type III girders, respectively.
Lake Lewisville Toll Bridge, Lewisville, TX: Mr. Escamilla served as the Design
Engineer responsible for calculation, plan development, coordination, and geometry of the
superstructure and substructure including; deck, pier cap, columns, abutments, and drilled
shafts of all precast spans. Lake Lewisville Toll Bridge is a, 8,520’ bridge with 68 spans
consisting of Precast AASHTO Type IV girders and a 360’ tied arch main span.
2
DENNIS RAY
CADD Services
Years Experience:
25 Years
Years with TYLIN:
2 Years
Academic
Achievements:
Certificate, 2007,
OSHA-30 Hour Training
Certificate, 2006,
OSHA-10 Hour Training
Certificate, 2003, APWA
Construction
Inspection Training
Certificate, 2000,
Intergraph
Inroads 8.1
Certificate, 1996,
AutoCAD Training
Certificate, 1992,
Intergraph Training
Certificate, 1998,
Intergraph
Inroads 7.0
Professional
Affiliations:
Member, Construction
Management Association
of America (CMAA)
Member, GDS National
User Group
Member, Orange County
Intergraph User Group
Mr. Ray offers over 25 years of experience in public works engineering, transportation and
private sector projects. He specializes in the assembly, processing, and management of
CADD production plans and specifications. He is also familiar with and has prepared plans
utilizing AutoCAD Civil 3D 2010, Microstation InRoads V8 and XM and the McDonnell
Douglas GDS system.
Mr. Ray’s relevant experience includes:
Fieldcrest Offsite Signing and Striping, Avondale, AZ: Mr. Ray was responsible for the
preparation of signing and striping of 7,000 l.f. of arterial and collector roads, including two
for Maricopa County: 115th Avenue and Buckeye Road. Within the scope of the project, it
was necessary to provide signing and striping conditions for both School Zones and
Railroad crossings. Mr. Ray prepared the plans in AutoCAD format.
Cambridge Estates Offsite Signing and Striping, Avondale, AZ: The project involved
the design for 10,500 l.f. of signing and striping for arterial and collector roads, including
two for Maricopa County (El Mirage and Buckeye Roads). Mr. Ray prepared the plans in
AutoCAD format.
Salt River Levee Certification, City of Phoenix, AZ: Mr. Ray provided levee plans for
the certification of the north and south levees adjacent to the City’s Sky Harbor airport.
Design plans and a new Conditional Letter of Map Revision (CLOMR) were prepared in
support of the plans. Project tasks included completion of the required data collection, asbuilt the south levee, verification of the CLOMR documentation, preparation of design
plans to fix damaged sections of the levee embankment, right-of-way exhibits, and
Operation and Maintenance plans, and coordination of the levee certification application via
LOMR through FEMA.
Ellsworth Road Improvements, Hunt Highway to Cloud Road, MCDOT, Queen
Creek, AZ: Mr. Ray served as CADD Manager for the traffic control plans for a 1.75 mile
stretch of Ellsworth Road. The project involves extensive coordination between the Town
of Queen Creek, MCDOT, FCDMC, Pinal County, and adjacent developments currently in
design. The design of this stretch of Ellsworth Road will consist of the preparation of
paving plan and profile sheets, storm drain plan and profile sheets, street lighting, traffic
signal design, and signing and striping plans.
Rio Salado Pathway, City of Tempe/City of Mesa, AZ: Mr. Ray served as CADD
Manager for the 30% multi-use pedestrian pathway plans. This 3-mile pathway runs along
the south bank of the Salt River, underneath the SR 101L/SR 202L system interchange. The
design was developed as a part of an overall Design Concept Report/Grant Application
effort in conjunction with the Maricopa Association of Governments (MAG). The design
balanced the needs for area users by providing a safe, all-weather commuter trail with an
ability to feel close to the surrounding unique environment via an elevated bridge section of
the pathway off of the south bank of the river.
Galveston Pedestrian Bridge, City of Chandler, AZ: Mr. Ray provided civil
improvement plans for this Pedestrian bridge. The Galveston Street Bicycle & Pedestrian
Bridge is the vital link to the re-establishment of Chandler’s Bike System, maintaining the
City’s reputation as “the most connected City in the Valley”. This Bicycle/Pedestrian
Bridge is site specific in its location and will be integrated into the earth embankments on
both sides of the freeway as well as onto the concrete pier, spanning the freeway and
1
Dennis Ray
Resume Continued
frontage roads. The bridge will provide a connection to the existing bicycle and pedestrian
pathways on the east and west sides of the freeway.
Intel Ocotillo Plant OC8/NTS Design-Build Parking Lot, Chandler, AZ: Mr. Ray
served as the CADD Manager for the design and construction plans for a concrete parking
lot on an 8-acre site adjacent to the OC8 and NTS buildings at the Ocotillo Intel plant in
Chandler, Arizona. The design provided for approximately 830 parking spaces split
amongst two separated lots. At the onset of the project, TYLIN was tasked with developing
building. Due to a heavily accelerated project schedule, Mr. Ray assisted in the preparation
of project construction documents in less than 3 weeks for issuance of an at-risk grading
permit. TYLIN’s commitment to getting the project design completed in such a fast-tracked
manner was greatly appreciated by both Intel and the City of Chandler.
79th Avenue Road Widening, City of Peoria, AZ: Street improvements were required to
widen 79th Avenue from a half street to a collector street with a CMU screen wall on the
west side that spans approximately 1000 feet. Mr. Ray prepared the signing and striping
plans in AutoCAD format.
City of Surprise Square Mile Neighborhood, City of Surprise, AZ: Mr. Ray was
responsible for the plan preparation for 5 miles of local and collector streets within the
Square Mile Neighborhood. The design required paying close attention to the existing
conditions while establishing proper drainage for several hundred residential lots within the
project limits. Mr. Ray was responsible for the design of the Signing & Striping plans and
coordinated the preparation and completion of the plans in AutoCAD format.
I-10/Tangerine Road Traffic Interchange, ADOT/Town of Marana, AZ: Mr. Ray
provided traffic control plans for the realignment of over 1½ miles of Tangerine Road
(designed to its ultimate section) and 1¼ miles of Tangerine Road east of I-10 that
transitions into the existing two-lane rural road. TYLIN completed a DCR and final design
for a replacement TI that will serve as the western anchor for this project. In addition, the
project included new interchange ramps, miles of new frontage roads on both sides of the
freeway, six bridge designs including a UPRR and regional channel flyover, a segment of
the new Adonis Road which will ultimately serve as Marana’s reliever route for I-10, a 92foot wide concrete-lined regional drainage channel designed to capture the regional 100-yr
design flows, a temporary drainage berm along the north side of Tangerine Road,
engineered backfill and driveway accesses to mitigate CAP’s concerns as the proposed
roadways cross their buried 13-foot diameter siphon east of I-10.
I-10/SR 303L Traffic Interchange, ADOT, Goodyear, AZ: Mr. Ray provided roadway &
bridge design plans as a part of this new system interchange project. TYLIN is providing
bridge and roadway design for the I-10/SR 303L TI in Goodyear, AZ. The design includes
one-half mile of a multi-lane McDowell Road and one-half mile of a 2-lane detour route,
design of 2 bridge crossings over the freeway, value engineering, cost estimates and
earthwork.
SR 95/Avenue 7E Right-of-Way, ADOT, Yuma, AZ: Right-of-Way improvements were
required to improve the intersection of Avenue 7E and SR95, Which include plans for
Parcel Resolution Exhibits and Right-of-Way detail sheets. Mr. Ray was responsible for
coordinating all Design and Drafting efforts in the Intergraph/Microstation format to meet
ADOT Design and CADD drafting Standards.
2
TROY SMITH
CADD Services
Years Experience:
12 Years
Years with TYLIN:
3.5 Years
Education:
A.A., 1999, Applied
Sciences, Universal
Technical Institute
Mr. Smith offers 12 years of experience in public works engineering, transportation and
private sector projects. His past background experience specialized in the assembly,
processing, and management of CADD production plans and specifications. He is also
familiar with and has prepared plans utilizing AutoCAD and Microstation computer
systems. In his role as Designer, Mr. Smith is responsible for the preliminary design and
engineering feasibility evaluation of geometric design, cost estimating, preliminary plan
preparation, preliminary grading and design, and project report preparation for public works
projects. Mr. Smith's project experience includes engineering design of preliminary
roadway alignments, grading, and drainage concepts for proposed roadways; alternative
design concepts for roadway widening to intersection capacity utilization analysis; and
design of intersection widening concepts.
Mr. Smith’s project experience includes:
Annual On-Call Services (FY 2006-2012), City of Phoenix, AZ: Mr. Smith provided
CADD services on dozens of projects under this contract including: alignment studies,
storm drain design, retaining and screen walls, building maintenance and repair, roadway
and intersection improvements, landscape and aesthetic improvements, DCRs and site
feasibility studies.
Columbus and Clarendon Sidewalk Improvements, City of Phoenix, AZ: Mr. Smith
served as the Designer for the sidewalk improvement plans for Columbus Avenue,
Clarendon Avenue and 64th Drive, from 65th Drive to 63rd Avenue, approximately one-half
mile, in the City of Phoenix. The project included designing attached sidewalk behind the
existing back of curb, designing ADA compatible sidewalk ramps, improving existing
driveways, improving existing property walls, and street lighting. CADD Manager for the
coordination of AutoCAD users.
30th Street ADA Ramp and Sidewalk Improvements, City of Phoenix, AZ: Mr. Smith
served as the Designer for the sidewalk improvement plans for 30th Street, from
Washington Street to Van Buren Street, approximately one-quarter mile, in the City of
Phoenix. The project included designing attached sidewalk behind the existing back of
curb, designing ADA compatible sidewalk ramps, improving existing driveways, removing
abandon driveways, street lighting and improving existing drainage systems. CADD
Manager for the coordination of AutoCAD users.
Main Street Utility and Street Improvements (Mesa Drive to Val Vista Drive), City of
Mesa, AZ: Mr. Smith served as Designer for providing engineering services for the
rehabilitation of Main Street for one-mile from Lindsay Road to Val Vista Drive.
Improvements include a 2½” full-width mill and overlay along with minor sidewalk,
driveway and curb & gutter reconstruction. The improvements also include a 16” water line,
a 4” gas line and 2” ITS conduits (traffic signal interconnect) for this section of Main Street.
Fire hydrant locations were analyzed and new hydrants were added to adhere to current fire
department requirements. In addition, storm drain facilities were analyzed and upgraded to
intercept and convey the 10-year design storm in the street (100-year within right-of-way)
along Main Street between Mesa Drive and Val Vista Drive (4 miles). As a result, several
new catch basins along with a new storm drain system (36” to 54” pipe size) were proposed
to improve existing drainage conditions.
43rd Avenue Intersection Improvements, City of Glendale, AZ: Mr. Smith served as the
Designer for capacity enhancements at five intersections on one of the busiest north-south
1
Troy Smith
Resume Continued
corridors in the City. The intersections are at one mile intervals and improvements included:
additional turn lanes, bus bays, traffic signal modifications, raised medians, utility
relocations and construction (water, sewer, irrigation, electrical, gas, telephone, cable
television), landscaping and signing and striping. CADD Manager for the coordination of
AutoCAD users.
Ellsworth Road Improvements, MCDOT, Queen Creek, AZ: Mr. Smith is served as the
Designer for providing professional engineering services to MCDOT and the Town of
Queen Creek for the preparation of roadway improvement plans for a 1.75 mile stretch of
Ellsworth Road. The design of this stretch of Ellsworth Road will consist of the preparation
of paving plan and profile sheets, storm drain plan and profile sheets, street lighting, traffic
signal design, and signing and striping plans. CADD Manager for the coordination of
Microstation users.
Pinal County, AZ: Mr. Smith is served as the Designer for completing a Corridor Study for
the entire 12 miles and simultaneously complete construction plans for the initial 1-1/2
miles of improvements (Empire Boulevard to east of Thompson Road). CADD Manager for
the coordination of AutoCAD users.
SR 85 Connector Roads, Town of Buckeye, AZ: Mr. Smith served as the Designer for
providing engineering services for the design for a 2.5 mile stretch of new roadway
improvements. The infrastructure improvements for this project consisted of 2¼ miles of
paving; storm drain, culverts and retention basins; grading; 2 bridge structures; signing and
striping; 2,300’ of 12” waterline; 9,500’ of 16” waterline and 4,800’ of 8” sewerline. The
project involved extensive coordination between the Town of Buckeye, MCDOT, ADOT,
Flood Control, RID, and other utility owners. In addition, Mr. Smith worked closely with
ADOT’s consultant to coordinate the design efforts of the SR-85 widening within the
project limits, which extend from Broadway Road to Lower Buckeye Road. CADD
Manager for the coordination of AutoCAD users.
Intel Ocotillo Plant OC8/NTS Design-Build Parking Lot, Chandler, AZ: Mr. Smith
served as a designer for a concrete parking lot on an 8-acre site adjacent to the OC8 and
NTS buildings at the Ocotillo Intel plant in Chandler, Arizona. The design provided for
approximately 830 parking spaces split amongst two separated lots. As part of the project,
TYLIN also provided detailed drainage analysis and design, landscape and irrigation design
and electrical design. At the onset of the project, TYLIN was tasked with developing
building. Due to a heavily accelerated project schedule, Mr. Smith assisted in the
preparation of project construction documents in less than 3 weeks for issuance of an at-risk
grading permit. Mr. Smith’s commitment to getting the project design completed in such a
fast-tracked manner was greatly appreciated by both Intel and the City of Chandler.
Carefree Highway near Turf Soaring School and Canyon Raceway, City of Peoria,
AZ: Mr. Smith assisted in the preparation of an Environmental Determination Report, DCR
and provided final design services for a dirt road paving project. The project consisted of
paving approximately 1⅓ miles of Carefree Highway near Turf Soaring School and Canyon
Raceway. Mr. Smith investigated several alignment alternatives due to some existing rightof-way issues and prepared a right-of-way map and legal descriptions for the needed rightof-way. Mr. Smith worked with the City and ADOT to obtain approval of the
Environmental Determination Report, Design Concept Report and final plans, specifications
and estimates. CADD Manager for the coordination of AutoCAD users.
2
CITY OF AVONDALE
ENGINEERING DEPARTMENT
REQUEST FOR STATEMENTS OF QUALIFICATIONS
FY 2012/2013 PROFESSIONAL CONSULTANTS SELECTION LIST
EN 12-054
ADDENDUM No. 1
Date:
May 14, 2012
From:
Anna Hudson, City Representative
Subject:
Addendum No. 1 to Request for Statements of Qualifications No. EN 12-054
SOQ Deadline: May 17, 2012, 3:00 p.m. (local time, Phoenix, Arizona)
SCOPE
This Addendum forms a part of the Contract and clarifies, corrects, or modifies the original
Request for Statements of Qualifications document prepared by the City of Avondale.
Acknowledge receipt of this Addendum in the space provided on the attached form. This
Acknowledgement and Addendum must accompany the submitted Statement of Qualifications.
Failure to do so may subject the Vendor to disqualification.
This Addendum No. 1 consists of changes to Section A, of the Request for Statements of
Qualifications No. EN 12-054 released on April 26, 2012.
ADDENDUM
1.
Section A(II), RFQ Process, Award of Agreement, subsection 1.2, Required Submittal, is
hereby amended as follows:
1.2
Required Submittal. The SOQ shall be submitted with a cover
letter with an original ink signature by a person authorized to bind the Vendor. SOQs
submitted without a cover letter with an original ink signature by a person authorized to
bind the Vendor shall be considered non-responsive. The SOQ shall be a maximum of
fifteen (15) pages to address the SOQ criteria (excluding the cover letter, title page,
DISCIPLINE SPECIALTY CHECKLIST, résumés and the Vendor Information Form,
but including the materials necessary to address project understanding, general
information, organizational chart, photos, tables, graphs, and diagrams). Each page side
(maximum 8 1/2” x 11”) with criteria information shall be counted. However, one page
may be substituted with an 11” x 17” sheet of paper, folded to 8 1/2” x 11” and having
information on only one side, showing a proposed project schedule, a discipline
category/staffing matrix or an organizational chart. A cover, back, table of contents and
tabs may be used and shall not be included in the page count unless they include
1721166.1
additional project-specific information or SOQ criteria responses. The minimum
allowable font for the SOQ is 11 pt, Arial or Times New Roman. Failure to adhere to
the page limit, size and font criteria shall result in the SOQ being considered nonresponsive. Telegraphic (facsimile), electronic (e-mail) or mailgram SOQs will not be
considered.
2.
Section A(III), Statement of Qualifications Format; Scoring, Section 3:
Approach, subsection B, is hereby amended as follows:
Project
B.
Describe the Vendor’s familiarity and capability of compliance with the
City’s standard insurance requirements and contract documents. A sample copy of the
City’s Professional Services Agreement is attached hereto. A copy of the City’s “Notice
of Request for Proposal” which includes standard contract provisions, terms and
conditions is available upon request.
3.
Section A(III), Statement of Qualifications Format; Scoring, Section 4: Key Resource
Qualifications and Availability, subsection B, is hereby amended as follows:
B.
Provide a matrix listing all categories within the discipline for which the
Vendor is qualified to provide Services and identify the participating staff/key personnel.
Include a matrix listing for all subcontractors.
4.
Qualifications and Availability, subsection C, is hereby deleted in its entirety.
5.
Qualifications and Availability, subsection D, is hereby deleted in its entirety and
replaced with a new subsection C to read as follows:
D.
Attach a résumé and evidence of certifications, if any, for each key
personnel member and/or subcontractor who will provide services for City projects.
Résumés shall include specific experience for each key personnel member on relevant
projects, the number of years such key personnel member has been with the Vendor’s
firm and the total years of experience. Résumés shall be limited to one page, doublesided per key personnel member. Résumés should be attached together as a single
appendix at the end of the SOQ and will not count toward the SOQ page limit.
C.
Attach a résumé for each key personnel member who will provide services
for City projects. Résumés shall include specific experience for each key personnel
member on relevant projects, the number of years such key personnel member has been
with the Vendor’s firm, total years of experience, membership information, if any, and
for persons who have been granted registration or certification to practice any profession
regulated pursuant to the Technical Registration Act, ARIZ. REV. STAT. Title 32, include
certification number, registration number, and/or license number. Résumés shall be
limited to one page, double-sided per key personnel member. Résumés should be
attached together as a single appendix at the end of the SOQ and will not count toward
the SOQ page limit.
1721166.1
2
6 0 East R i o S al ado Parkway, Suit e 501
Tem pe, Arizona 85281
P : 4 80-9 68-8 814 | F : 480- 921- 0002
www.t y l in.com
EXHIBIT B
TO
BETWEEN
AND
[Scope of Work, Fee Proposal and Schedule]
See following pages.
1917849.1
EXHIBIT “A” –SCOPE OF SERVICES
ULTIMATE ROADWAY GEOMETRICS AND ASSOCIATED DOCUMENTATION FOR
107TH AVENUE – VAN BUREN STREET TO MCDOWELL ROAD
TYLIN (Consultant) has prepared the following scope of services for the preparation of
documentation depicting the interim and ultimate geometric design of 107th Avenue between Van
Buren Street and McDowell Road (approximately 1-mile). The proposed roadway geometrics will
account for a future segment of the Valley Metro Light Rail planned to be located within 107th
Avenue between McDowell Road and Roosevelt Street, including underneath the I-10/107th Avenue
traffic interchange. As part of the project, Consultant will also investigate utilities present within the
project area and right-of-way necessary to facilitate future construction. This information will be
used by the City to determine an ultimate location for the existing SRP irrigation and power facilities
planned to be relocated in summer/fall of 2013 (currently located along the west side of 107th
Avenue between Van Buren Street and McDowell Road). Finally, Consultant will also prepare final
design construction documents for the removal and reconstruction of the private irrigation ditch
along the west side of 107th Avenue between Van Buren Street and Roosevelt Street.
Task 1 – Site Visit/Data Acquisition/Base Mapping
A site visit will be conducted by the Consultant and City staff (if desired) to identify key areas of
concern and engineering challenges that might have an impact on the future roadway geometrics.
The site visit will familiarize us with the following:
•
•
•
•
•
General topography
Existing utilities
General drainage conditions
Existing features (roadway striping, adjacent development walls/basins, etc.)
Other site features not shown on as-built maps and/or aerial photography
It is understood that as part of this task, City shall provide full topographic survey and base map
along 107th Avenue between Van Buren Street (500’ in all directions) and Roosevelt Street (200’ in
all directions) to the Consultant. In addition, City will also provide available aerial mapping, existing
right-of-way/parcel information and as-built plans. City will also provide Consultant with SRP
easement information once obtained. Consultant shall also obtain utility record drawings from utility
providers as part of this task for inclusion onto the project base mapping.
Consultant will verify the City provided project base map of the existing roadway features (curb and
gutter, medians, sidewalk, striping, property walls, basins, etc.) between Van Buren Street and
Roosevelt Street. Consultant will produce a project base map of existing roadway features from the
aerial mapping provided by the City supplemented by the data retrieved as part of the site visit. The
existing roadway features will be shown on the exhibit drawings created for the interim and ultimate
roadway geometrics to properly depict what the proposed improvements from existing conditions
entail.
Page 1
Task 2 – Project Meetings and Coordination
Consultant will participate in up to three (3) project coordination meetings with City staff to discuss
project specific items. The Consultant shall prepare the meeting agendas, sign-in sheets, handout
materials and shall distribute meeting minutes to the meeting attendees if requested to do so by the
City Project Manager.
In addition to meetings, Consultant shall coordinate project details with City staff and other
stakeholders as necessary to resolve any potential design issues and to solicit feedback on
proposed solutions for the roadway and planned Valley Metro Light Rail geometrics (in particular
the radius of the curve for the future LRT between 107th Avenue and Roosevelt Street).
Task 3 – Interim/Ultimate 107th Avenue Roadway Geometrics
Consultant shall develop roadway geometrics for the ultimate conditions along 107th Avenue
between Van Buren Street and McDowell Road. The ultimate geometrics will take into consideration
a LRT corridor located in the median area (or immediately adjacent to) along 107th Avenue with a
width based on the Valley Metro Rail Design Criteria Manual dated January 2007. For the ultimate
roadway geometrics, a 6-lane arterial roadway section will be designed in accordance with the City
of Avondale Transportation Plan Update (November 2012). Per the Transportation Plan Update, the
6-lane roadway section will consist of: 3-travel lanes in each direction (12’ inside and outside lanes
and an 11’ middle lane in each direction), a 16’ wide raised median (plus whatever additional width
is necessary to facilitate a LRT corridor), 4’ bike lanes in each direction (as measured from the lip of
gutter) and 16’ sidewalk/landscaped areas on both sides of the road. The right-of-way width shown
in the Transportation Plan Update for this typical section is 130’; however that doesn’t include
provisions/additions for a LRT corridor. Consultant will work with City staff prior to laying out any of
the roadway geometrics to determine what revisions to the City’s 6-lane typical arterial roadway
section should be made to facilitate the LRT corridor (i.e., reduced landscape/sidewalk areas to
facilitate the LRT corridor versus additional planned right-of-way). It is anticipated that a consensus
will be reached on the revised ultimate roadway section for 107th Avenue prior to designing any of
the roadway geometrics. Included as part of this effort and complete intersection layouts for the
ultimate condition at the following intersections with 107th Avenue:
•
•
•
107th Avenue/McDowell Road (including the section along McDowell Road east of 107th
Avenue with provisions for the planned LRT)
107th Avenue/Roosevelt Street (including the section along Roosevelt Street west of 107th
Avenue with provisions for the planned LRT)
107th Avenue/Van Buren Street
Once the ultimate roadway geometrics are established, Consultant will develop a design concept
for the “interim” widening of 107th Avenue to a 6-lane facility prior to the construction of LRT. Up to
two (2) alternatives will be explored for an interim concept and impacts associated with each
alternative will be documented on prepared exhibits for comparison purposes. One concept will be
centered on the construction of raised median wide enough to accommodate the future LRT
corridor down the middle of the roadway and a second concept will be based upon the LRT corridor
being shifted to either the east or west side of the roadway. It is anticipated that the City will decide
on the preferred concept for interim widening of 107th Avenue prior to the preparation of 15% plans.
For the ultimate and interim geometrics, Consultant will prepare plans at 1”=20’ scale (1”=40 scale
for Striping) depicting the proposed improvements for the length of the corridor. Plans will be to a
Page 2
15% level of completion and will contain the proposed horizontal alignment of the roadway features
and LRT corridor only (no grades/vertical design information will be shown). Call outs will be
provided on the 15% plans for proposed features (curb, gutter, sidewalk, pavement, etc.) and major
utilities requiring relocation will be noted. As part of this effort, Consultant will also depict a
proposed location/alignment for the SRP irrigation line that will need to be constructed outside of
the future right-of-way along the west side of the roadway. For purposes of this task, it will be
assumed that the width of the easement that the current irrigation facilities are located within will be
sufficient for the new irrigation line and that the existing 69kV power alignment will be able to be
located within the same easement (SRP land, water and power departments will have to agree to
this condition ultimately).
The following sheets are anticipated to be included in the 15% plan submittal to the City for the
interim and ultimate geometrics (number of sheets shown in parenthesis):
•
•
•
•
Cover Sheet (1)
Typical Sections (3)
Improvement Plan Sheets (showing both interim and ultimate along with SRP Irrigation pipe
alignment) (14)
Striping Plan Sheets (4)
In total, it is anticipated that 22 plan sheets will be prepared as part of this task.
In addition to the plans described above, Consultant will also prepare colored, master exhibits for
the ultimate and interim geometrics (preferred concept), as well as the future alignment of the
relocated SRP irrigation facilities, for the City’s use. These exhibits will be at a scale suitable to
provide a clear depiction of the proposed improvements and will be fit to a full size “roll” plot,
overlaid on the City provided aerial mapping.
Task 4 –107th Avenue Right-of-Way Strip Maps
Consultant shall develop Right-of-Way Strip Maps depicting existing right-of-way and easement
information (based on City provided GIS/CAD data) as well as necessary right-of-way acquisitions
to facilitate construction of the ultimate 107th Avenue arterial section. In addition, Right-of-Way strip
maps will also depict the limits of the relocated SRP USA fee/easement immediately west of the
proposed 107th Avenue right-of-way. Consultant will provide ultimate right-of-way/easement
cadastral map data information to the City in CAD format per City standards.
No record of survey or title report information will be obtained by Consultant as part of this
task, nor will any legal descriptions be prepared. Information will be solely based upon City
provided GIS/cadastral map information for existing right-of-way and easements along the
existing 107th Avenue alignment.
Right-of-Way strip maps are anticipated to be prepared at 1”=100’ scale and it is anticipated that
two (2) sheets will be sufficient to depict this information.
Task 5 – Opinion of Probable Cost Estimate
Consultant shall prepare an Opinion of Probable Cost Estimate for the proposed improvements.
The estimate will contain a listing of project bid items and associated quantities along with unit costs
based on the latest bid information available for projects recently constructed in the vicinity of the
Page 3
project limits. The Opinion of Probable Cost Estimate will not include any estimate for LRT
construction. Finally, the Opinion of Probable Cost will also include a 25% Contingency due to the
preliminary nature of the project.
Task 6 – Private Irrigation Construction Documents
Consultant shall prepare final construction documents for the removal and reconstruction of the
private irrigation ditch that runs along the west side of 107th Avenue between approximately 250’
north of Van Buren Street and Roosevelt Street. It is anticipated that the ditch will be reconstructed
on private property west of the determined western boundary of SRP’s USA Fee limit. The
proposed design will be for a concrete lined ditch similar to the existing ditch which will have to be
removed to facilitate the future construction of the ultimate 107th Avenue typical section. The
approximately length of the proposed private irrigation ditch is 2,500’. Final design construction plan
sheets are anticipated to be made up of the following (number of sheets in parenthesis):
•
•
•
•
Cover sheet (1)
Notes/Legend//Quantities (1)
Typical Sections/Details (1)
1”=20’ Irrigation Ditch Improvement Plan/Profile Sheets (5)
In total, it is anticipated that eight (8) total sheets will be prepared for this task. Plans will be
submitted to the City of Avondale in accordance with the City’s standard CIP Plan approval process
(it is assumed that Consultant will bypass 15% and 30% submittals). Submittals of the project plans
will be made to the City at their 60%, 90% and Final completion level.
In addition to project plans, Consultant shall also prepare project technical specifications in
accordance with City of Avondale and Maricopa Association of Government (MAG) standard
practices for any construction bid items differing from City and MAG standards. It is assumed that
should the City desire Consultant to prepare the complete Bid Specifications for project
advertisement, City shall provide Consultant with the City’s “boilerplate” specifications. Consultant
shall prepare and submit project specifications at the 60%, 90% and Final completion stages of the
project.
As part of this task, Consultant shall also prepare project bid schedule and quantities for inclusion in
the project bid documents. Consultant will also prepare and submit a project cost estimate at the
60%, 90% and Final completion stages of the project.
Task 7 - Reimbursables
For budgetary purposes, an allowance of $1,000 has been included for reimbursable items such as
copies (color full size exhibits, roll plots, etc.), mail and delivery services. All reimbursable items
shall be invoiced by the Consultant to the City at direct cost. Cost data (backup) will be included
with the appropriate invoices.
Page 4
25-Feb-13
EXHIBIT B
CITY OF AVONDALE
ULTIMATE ROADWAY GEOMETRICS AND ASSOCIATED DOCUMENTATION FOR
107TH AVENUE - VAN BUREN STREET TO MCDOWELL ROAD
PROJECT
ENGINEER
$50.00
PROJECT MANAGER
$65.00
TASK DESCRIPTION
1
2
3
4
5
6
7
Hours
Site Visit/Data Acquisition/Base Mapping
Project Meetings and Coordination
Interim/Ultimate 107th Avenue Roadway Geometrics
107th Avenue Right-of-Way Strip Maps
Opinion of Probable Cost Estimate
Private Irrigation Construction Documents
Remibursables
4
16
20
2
2
6
GRAND TOTAL
50
$
$260.00
$1,040.00
$1,300.00
$130.00
$130.00
$390.00
$3,250.00
Hours
8
36
48
4
12
20
128
$
$400.00
$1,800.00
$2,400.00
$200.00
$600.00
$1,000.00
$6,400.00
DESIGN ENGINEER
$38.00
Hours
20
0
100
8
30
72
230
$
$640.00
$0.00
$3,200.00
$256.00
$960.00
$2,304.00
$7,360.00
CADD TECHNICIAN
$32.00
Hours
TOTAL
TYLIN
HOURS
$
36
0
290
32
0
108
$1,152.00
$0.00
$9,280.00
$1,024.00
$0.00
$3,456.00
68
52
458
46
44
206
466
$14,912.00
874
TOTAL
DIRECT
RATE
OVERHEAD
157.00%
FEE
10%
TOTAL FEE
$
$
$
$
$2,452.00
$2,840.00
$16,180.00
$1,610.00
$1,690.00
$7,150.00
$31,922.00
$3,849.64
$4,458.80
$25,402.60
$2,527.70
$2,653.30
$11,225.50
$630.16
$729.88
$4,158.26
$413.77
$434.33
$1,837.55
$6,931.80
$8,028.68
$45,740.86
$4,551.47
$4,777.63
$20,213.05
$1,000.00
$50,117.54
$8,203.95
$91,243.49
Project Schedule
107th Avenue Ultimate Roadway Geometrics
Van Buren Street to McDowell Road
Task Name
Duration
Start
Finish
Notice to Proceed
0 wks
Mon 3/11/13
Mon 3/11/13
Project Kick Off Meeting
0 wks
Wed 3/20/13
Wed 3/20/13
City Conduct and Provide Topographic Survey Information &
Base Map between Van Buren St and Roosevelt St
6 wks
Mon 3/11/13
Fri 4/19/13
Conduct Site Visit and Prepare Base Map based on Aerial
Photographs/GIS Information Provided by City
1 wk
Mon 3/11/13
Fri 3/15/13
Develop Ultimate Roadway Typical Section and Review with
City Staff to Reach Consensus
1 wk
Mon 3/18/13
Fri 3/22/13
2 wks
Mon 3/25/13
Fri 4/5/13
1 wk
Mon 4/8/13
Fri 4/12/13
2 wks
Mon 4/15/13
Fri 4/26/13
Develop & Submit Opinion of Probable Cost Estimate for
Interim/Ultimate Geometrics along 107th Avenue
1 wk
Mon 4/22/13
Fri 4/26/13
City Review of 15% Interim/Ultimate Geometric Plans and
Estimate
1 wk
Mon 4/29/13
Fri 5/3/13
Develop & Submit Final 15% Plans, Opinion of Probable
Cost Estimate and R/W Strip Maps
1 wk
Mon 5/6/13
Fri 5/10/13
4 wks
Mon 4/22/13
Fri 5/17/13
1 wk
Mon 5/20/13
Fri 5/24/13
Develop & Submit 90% Private Irrigation Construction
Documents
2 wks
Mon 5/27/13
Fri 6/7/13
City Review of 90% Private Irrigation Construction
Documents
2 wks
Mon 6/10/13
Fri 6/21/13
1 wk
Mon 6/24/13
Fri 6/28/13
16 wks
Mon 3/11/13
Fri 6/28/13
Develop Ultimate Roadway Geometric Layout Strip Maps
along with Alternatives for Interim Geometrics
City Review of Ultimate/Interim Geometrics and Selection of
Preferred Alternative for Interim Improvements Layout
Develop & Submit 15% Plans for Interim/Ultimate Geometrics
along 107th Avenue
Develop & Submit 60% Private Irrigation Construction
Documents
City Review of 60% Private Irrigation Construction
Documents
Develop & Submit Final Private Irrigation Construction
Documents
Project Management, Coordination and Meetings with City
Task
T.Y. Lin International
Progress
March
3/3
3/11
3/17
3/31
4/14
4/28
5/12
May
5/26
6/9
6/23
7/7
3/20
Milestone
Summary
Deadline
Rolled Up Task
Page 1

professional services agreement between the city of avondale and ty

Transcription

Similar documents

party for a living

info! - American Senior Communities

SafeStore Leaflet - Ground

m8 harthill bridge lanarkshire, uk

Salginatobel Bridge

Subway Directions to Medgar Evers College Mathematics Department

Suspension Wire 2

Iluminate Your Style

Haddon Hall - Plymouth Housing Group