HomeMy WebLinkAboutItem No. 09 PSA Final Engineering Design Temescal Canyon BridgeText File
City of Lake Elsinore 130 South Main Street
Lake Elsinore, CA 92530
www.lake-elsinore.org
File Number: ID# 17-843
Agenda Date: 10/9/2018 Status: Consent AgendaVersion: 1
File Type: AgreementIn Control: City Council / Successor Agency
Agenda Number: 9)
Page 1 City of Lake Elsinore Printed on 10/4/2018
REPORT TO CITY COUNCIL
To:Honorable Mayor and Members of the City Council
From:Grant Yates, City Manager
Prepared By: Brad Fagrell, City Engineer
Date:October 9, 2018
Subject:Award the Professional Service Agreement for the Final Engineering
Design and Construction Support to WKE Engineering, Inc., for the
Temescal Canyon Bridge Realignment Project
Recommendation
The City Council approve the following actions:
1. Award the Professional Services Agreement to WKE Engineering, Inc., for the
preparation of the final engineering plans, specifications, and cost estimate (PS&E) for
the Temescal Canyon Bridge Realignment Project. WKE Engineering, Inc., will also
provide engineering and environmental support during construction and for a period of
one year after construction (through June 2023), as stipulated in the scope of work, in a
form as approved by the City Attorney.
2. Authorize the City Manager to execute the Agreement for $1,641,248.00 to WKE
Engineering, Inc.
3. Authorize the City Manager, or designee, to approve any contract extension and any
additional work or change order up to 10% of the total contract amount.
Background
The existing Temescal Canyon Bridge over Temescal Wash has been rated as Functionally
Obsolete with a low Sufficiency rating by Caltrans. The Bridge is also severely undersized to
handle the storm flows, and as a result Temescal Canyon Road, west of Lake Street is subject
to constant flooding and road closure. The City initiated the Planning Approval and
Environmental Document (PA&ED) phase to determine the best roadway and Bridge alignment
back in February 2015, after securing Federal Highway Bridge Program Funding (HBP) and
Transportation Uniform Mitigation Fee (TUMF) contributions toward this project. The PA&ED
phase of this project has been completed and CEQA/NEPA clearance was received on July 11,
2018.
Professional Services Agreement WKE
October 9, 2018
Page 2
Discussion
To select the most qualified firm to perform the Final Engineering Design (PS&E) services for
this project and provide the required Engineering and Environmental Support during the
Construction phase, the Request for Proposal (RFP) was released in accordance with Caltrans
Local Assistance Consultant Selection Procedures and was posted on the City and Planet Bids
Website on April 09, 2018.
A total of 3 firms downloaded the RFP; and staff responded to all questions submitted by
potential proposers on April 21, 2018. On May 11, 2018, the City received proposal from three
engineering firms which included WKE, CNS Engineering and MGE Engineering for review and
consideration. Based on evaluation criteria set forth in the RFP, the firms were evaluated and
scored by an evaluation committee comprised of the City Engineer, an Engineering Department
Senior Engineer and a Sustainable Civil Engineering Solutions staff member. All three firms
were invited to the interview phase of the selection process which was held on May 31, 2018.
Following the interviews, the evaluation committee scored the firms based on their oral
interviews and written proposals. Accordingly, the evaluation committee recommends contract
award to the WKE team to provide PS&E and construction support services for the project, as it
earned the highest total evaluation score.
Subsequently, City staff and SCES negotiated the scope of work, schedule and cost received
from WKE for the required services. The scope of work includes Value Engineering early on
during the final design stage to identify any design enhancement to reduce the environmental
impacts and means to deliver the project earlier, while coordinating with Caltrans Local
Assistance and California Department of Fish & Wildlife. The proposed schedule to complete
the PS&E process is approximately 20 months from the Notice to Proceed.
Fiscal Impact
This action does not have any General Fund fiscal impact. The Funding for the PS&E phase,
Construction Support and Post Construction are secured through the following sources: Federal
HBP, TUMF and an RCFCD Cooperative Agreement.
Exhibits
A – Agreement
AGREEMENT FOR PROFESSIONAL SERVICES
WKE Engineering, Inc.
Temescal Canyon Bridge Realignment Project
This Agreement for Professional Services (the “Agreement”) is made and entered into as
of October 9, 2018, by and between the City of Lake Elsinore, a municipal corporation (‘‘City")
and WKE Engineering, Inc., ("Consultant").
RECITALS
A.The City has determined that it requires the following professional services:
Final Engineering Design and Construction Support .
B.Consultant has submitted to City a proposal, dated August 7, 2018, attached
hereto as Exhibit A (“Consultant’s Proposal”) and incorporated herein, to provide professional
services to City pursuant to the terms of this Agreement.
C.Consultant possesses the skill, experience, ability, background, certification and
knowledge to perform the services described in this Agreement on the terms and conditions
described herein.
D.City desires to retain Consultant to perform the services as provided herein and
Consultant desires to provide such professional services as set forth in this Agreement.
AGREEMENT
1.Scope of Services. Consultant shall perform the services described in
Consultant’s Proposal (Exhibit A). Consultant shall provide such services at the time, place, and
in the manner specified in Consultant’s Proposal (Exhibit A), subject to the direction of the City
through its staff that it may provide from time to time.
2.Time of Performance.
a.Time of Essence. Time is of the essence in the performance of this
Agreement. The time for completion of the professional services to be performed by Consultant
is an essential condition of this Agreement. Consultant shall prosecute regularly and diligently
the professional services contemplated pursuant to this Agreement according to the agreed upon
performance schedule in Consultant’s Proposal (Exhibit A).
b.Performance Schedule. Consultant shall commence the services pursuant
to this Agreement upon receipt of a written notice to proceed and shall perform all services within
the time period(s) established in the Consultant’s Proposal (Exhibit A). When requested by
Consultant, extensions to the time period(s) specified may be approved in writing by the City
Manager.
Exhibit A - Agreement.docx Page 1
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c.Term.
The term of this Agreement shall commence upon execution of this
Agreement and shall continue until the services and related work are completed in accordance
with the Consultant’s Proposal (Exhibit A).
Consultant hereby agrees and acknowledges that any and all work or
services performed pursuant to this Agreement shall be based upon the issuance of a project task
order by the City. Consultant acknowledges that it is not guaranteed any minimum or specific
amount of work or services as all work or services shall be authorized through task order issued
by the City.
3.Compensation. Compensation to be paid to Consultant shall be in accordance
with the fees set forth in Consultants’ Proposal (Exhibit A), which is attached hereto and
incorporated herein by reference. In no event shall Consultant’s compensation exceed One
Million Six Hundred Forty One Thousand Two Hundred Forty Eight dollars ($1,641,248.00)
without additional written authorization from the City. Notwithstanding any provision of
Consultant’s Proposal to the contrary, out of pocket expenses set forth in Exhibit A shall be
reimbursed at cost without an inflator or administrative charge. Payment by City under this
Agreement shall not be deemed a waiver of defects, even if such defects were known to the City
at the time of payment.
4.Method of Payment. Consultant shall promptly submit billings to the City
describing the services and related work performed during the preceding month to the extent that
such services and related work were performed. Consultant’s bills shall be segregated by project
task, if applicable, such that the City receives a separate accounting for work done on each
individual task for which Consultant provides services. Consultant’s bills shall include a brief
description of the services performed, the date the services were performed, the number of hours
spent and by whom, and a description of any reimbursable expenditures. City shall pay
Consultant no later than forty-five (45) days after receipt of the monthly invoice by City staff.
5.Reserved.
6.Suspension or Termination.
a.The City may at any time, for any reason, with or without cause, suspend
or terminate this Agreement, or any portion hereof, by serving upon the Consultant at least ten
(10) days prior written notice. Upon receipt of such notice, the Consultant shall immediately cease
all work under this Agreement, unless the notice provides otherwise. If the City suspends or
terminates a portion of this Agreement such suspension or termination shall not make void or
invalidate the remainder of this Agreement.
b.In the event this Agreement is terminated pursuant to this Section, the City
shall pay to Consultant the actual value of the work performed up to the time of termination,
provided that the work performed is of value to the City. Upon termination of the Agreement
pursuant to this Section, the Consultant will submit an invoice to the City, pursuant to Section
entitled “Method of Payment” herein.
7.Ownership of Documents. All plans, studies, documents and other writings
prepared by and for Consultant, its officers, employees and agents and subcontractors in the
course of implementing this Agreement, except working notepad internal documents, shall
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become the property of the City upon payment to Consultant for such work, and the City shall
have the sole right to use such materials in its discretion without further compensation to
Consultant or to any other party. Consultant shall, at Consultant’s expense, provide such reports,
plans, studies, documents and other writings to City upon written request. City acknowledges
that any use of such materials in a manner beyond the intended purpose as set forth herein shall
be at the sole risk of the City. City further agrees to defend, indemnify and hold harmless
Consultant, its officers, officials, agents, employees and volunteers from any claims, demands,
actions, losses, damages, injuries, and liability, direct or indirect (including any and all costs and
expenses in connection therein), arising out of the City’s use of suchmaterials in a manner beyond
the intended purpose as set forth herein.
a.Licensing of Intellectual Property. This Agreement creates a nonexclusive
and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights,
designs, and other intellectual property embodied in plans, specifications, studies, drawings,
estimates, and other documents or works of authorship fixed in any tangible medium of
expression, including but not limited to, physical drawings or data magnetically or otherwise
recorded on computer diskettes, which are prepared or caused to be prepared by Consultant
under this Agreement ("Documents & Data"). Consultant shall require that all subcontractors
agree in writing that City is granted a nonexclusive and perpetual license for any Documents &
Data the subcontractors prepares under this Agreement. Consultant represents and warrants
that Consultant has the legal right to license any and all Documents & Data. Consultant makes
no such representation and warranty in regard to Documents & Data which were prepared by
design professionals other than Consultant or provided to Consultant by the City. City shall not
be limited in any way in its use of the Documents & Data at any time, provided that any such use
not within the purposes intended by this Agreement shall be at City’s sole risk.
b.Confidentiality. All ideas, memoranda, specifications, plans, procedures,
drawings, descriptions, computer program data, input record data, written information, and other
Documents & Data either created by or provided to Consultant in connection with the performance
of this Agreement shall be held confidential by Consultant. Such materials shall not, without the
prior written consent of City, be used by Consultant for any purposes other than the performance
of the services under this Agreement. Nor shall such materials be disclosed to any person or
entity not connected with the performance of the services under this Agreement. Nothing
furnished to Consultant which is otherwise known to Consultant or is generally known, or has
become known, to the related industry shall be deemed confidential. Consultant shall not use
City’s name or insignia, photographs relating to project for which Consultant’s services are
rendered, or any publicity pertaining to the Consultant’s services under this Agreement in any
magazine, trade paper, newspaper, television or radio production or other similar medium without
the prior written consent of City.
8.Consultant’s Books and Records.
a.Consultant shall maintain any and all ledgers, books of account, invoices,
vouchers, canceled checks, and other records or documents evidencing or relating to charges for
services, or expenditures and disbursements charged to City for a minimum period of three (3)
years, or for any longer period required by law, from the date of final payment to Consultant to
this Agreement.
b.Consultant shall maintain all documents and records which demonstrate
performance under this Agreement for a minimum period of three (3) years, or for any longer
period required by law, from the date of termination or completion of this Agreement.
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c.Any records or documents required to be maintained pursuant to this
Agreement shall be made available for inspection or audit, at any time during regular business
hours, upon written request by the City Manager, City Attorney, City Auditor or a designated
representative of these officers. Copies of such documents shall be provided to the City for
inspection at City Hall when it is practical to do so. Otherwise, unless an alternative is mutually
agreed upon, the records shall be available at Consultant’s address indicated for receipt of notices
in this Agreement.
d.Where City has reason to believe that such records or documents may be
lost or discarded due to dissolution, disbandment or termination of Consultant’s business, City
may, by written request by any of the above-named officers, require that custody of the records
be given to the City and that the records and documents be maintained in City Hall. Access to
such records and documents shall be granted to any party authorized by Consultant, Consultant’s
representatives, or Consultant’s successor-in-interest.
9.Independent Consultant. It is understood that Consultant, in the performance of
the work and services agreed to be performed, shall act as and be an independent Consultant
and shall not act as an agent or employee of the City.
10.PERS Eligibility Indemnification. In the event that Consultant or any employee,
agent, or subcontractors of Consultant providing services under this Agreement claims or is
determined by a court of competent jurisdiction or the California Public Employees Retirement
System (PERS) to be eligible for enrollment in PERS as an employee of the City, Consultant shall
indemnify, defend, and hold harmless City for the payment of any employee and/or employer
contributions for PERS benefits on behalf of Consultant or its employees, agents, or
subcontractors, as well as for the payment of any penalties and interest on such contributions,
which would otherwise be the responsibility of City.
Notwithstanding any other federal, state and local laws, codes, ordinances and
regulations to the contrary, Consultant and any of its employees, agents, and subcontractors
providing service under this Agreement shall not qualify for or become entitled to, and hereby
agree to waive any claims to, any compensation, benefit, or any incident of employment by City,
including but not limited to eligibility to enroll in PERS as an employee of City and entitlement to
any contribution to be paid by City for employer contribution and/or employee contributions for
PERS benefits.
11.Interests of Consultant. Consultant (including principals, associates and
professional employees) covenants and represents that it does not now have any investment or
interest in real property and shall not acquire any interest, direct or indirect, in the area covered
by this Agreement or any other source of income, interest in real property or investment which
would be affected in any manner or degree by the performance of Consultant’s services
hereunder. Consultant further covenants and represents that in the performance of its duties
hereunder no person having any such interest shall perform any services under this Agreement.
Consultant is not a designated employee within the meaning of the Political Reform Act
because Consultant:
a.will conduct research and arrive at conclusions with respect to his/her
rendition of information, advice, recommendation or counsel independent of the control and
direction of the City or of any City official, other than normal agreement monitoring; and
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b.possesses no authority with respect to any City decision beyond rendition
of information, advice, recommendation or counsel. (FPPC Reg. 18700(a)(2).)
12.Professional Ability of Consultant. City has relied upon the professional training
and ability of Consultant to perform the services hereunder as a material inducement to enter into
this Agreement. Consultant shall therefore provide properly skilled professional and technical
personnel to perform all services under this Agreement. All work performed by Consultant under
this Agreement shall be in accordance with applicable legal requirements and shall meet the
standard of quality ordinarily to be expected of competent professionals in Consultant’s field of
expertise.
13.Compliance with Laws. Consultant shall use the standard of care in its profession
to comply with all applicable federal, state and local laws, codes, ordinances and regulations.
14.Licenses. Consultant represents and warrants to City that it has the licenses,
permits, qualifications, insurance and approvals of whatsoever nature which are legally required
of Consultant to practice its profession. Consultant represents and warrants to City that
Consultant shall, at its sole cost and expense, keep in effect or obtain at all times during the term
of this Agreement, any licenses, permits, insurance and approvals which are legally required of
Consultant to practice its profession. Consultant shall maintain a City of Lake Elsinore business
license.
15.Indemnity.
(a)Indemnification for Professional Liability. To the fullest extent permitted by law,
Consultant shall indemnify, defend and hold harmless City and any and all of its officials,
employees and agents (“Indemnified Parties”) from and against any and all claims, losses,
liabilities, damages, costs and expenses, including attorney’s fees and costs, to the extent they
arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the
Consultant. Consultant’s duty to defend shall consist of reimbursement of defense costs incurred
by City in direct proportion to the Consultant’s proportionate percentage of fault. Consultant’s
percentage of fault shall be determined, as applicable, by a court of law, jury or arbitrator. In the
event any loss, liability or damage is incurred by way of settlement or resolution without a court,
jury or arbitrator having made a determination of the Consultant’s percentage of fault, the parties
agree to mediation with a third party neutral to determine the Consultant’s proportionate
percentage of fault for purposes of determining the amount of indemnity and defense cost
reimbursement owed to the City.
(b)Indemnification for Other Than Professional Liability. Other than in the performance
of professional services and to the full extent permitted by law, Consultant shall indemnify, defend
and hold harmless City, and any and all of its employees, officials and agents from and against
any liability (including liability for claims, suits, actions, arbitration proceedings, administrative
proceedings, regulatory proceedings, losses, expenses or costs of any kind, whether actual,
alleged or threatened, including attorneys’ fees and costs, court costs, interest, defense costs, and
expert witness fees), where the same arise out of, are a consequence of, or are in any way
attributable to, in whole or in part, the performance of this Agreement by Consultant or by any
individual or entity for which Consultant is legally liable, including but not limited to officers, agents,
employees or sub-consultants of Consultant. Consultant shall not be liable to third parties for any
liability exempted by statute.
(c)General Indemnification Provisions. Consultant agrees to obtain executed
indemnity agreements with provisions identical to those set forth here in this section from each and
every sub-consultant or any other person or entity involved by, for, with or on behalf of Consultant
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in the performance of this Agreement. In the event Consultant fails to obtain such indemnity
obligations from others as required here, Consultant agrees to be fully responsible according to
the terms of this section. Failure of City to monitor compliance with these requirements imposes no
additional obligations on City and will in no way act as a waiver of any rights hereunder. This
obligation to indemnify and defend City as set forth here is binding on the successors, assigns or
heirs of Consultant and shall survive the termination of this Agreement or this section.
16.Insurance Requirements.
a.Insurance. Consultant, at Consultant’s own cost and expense, shall
procure and maintain, for the duration of the contract, unless modified by the City’s Risk Manager,
the following insurance policies.
i.Workers’ Compensation Coverage. Consultant shall maintain
Workers’ Compensation Insurance and Employer’s Liability Insurance for his/her
employees in accordance with the laws of the State of California. In addition, Consultant
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shall require each subcontractors to similarly maintain Workers’ Compensation Insurance
and Employer’s Liability Insurance in accordance with the laws of the State of California
for all of the subcontractor’s employees. Any notice of cancellation or non-renewal of all
Workers’ Compensation policies must be received by the City at least thirty (30) days prior
to such change. The insurer shall agree to waive all rights of subrogation against City, its
officers, agents, employees and volunteers for losses arising from work performed by
Consultant for City. In the event that Consultant is exempt from Worker’s Compensation
Insurance and Employer’s Liability Insurance for his/her employees in accordance with
the laws of the State of California, Consultant shall submit to the City a Certificate of
Exemption from Workers Compensation Insurance in a form approved by the City
Attorney.
ii.General Liability Coverage. Consultant shall maintain commercial
general liability insurance in an amount not less than one million dollars ($1,000,000) per
occurrence for bodily injury, personal injury and property damage. If a commercial general
liability insurance form or other form with a general aggregate limit is used, either the
general aggregate limit shall apply separately to the work to be performed under this
Agreement or the general aggregate limit shall be at least twice the required occurrence
limit. Required commercial general liability coverage shall be at least as broad as
Insurance Services Office Commercial General Liability occurrence form CG 0001 (ed.
11/88) or Insurance Services Office form number GL 0002 (ed. 1/73) covering
comprehensive General Liability and Insurance Services Office form number GL 0404
covering Broad Form Comprehensive General Liability. No endorsement may be attached
limiting the coverage.
iii.Automobile Liability Coverage.Consultant shall maintain
automobile liability insurance covering bodily injury and property damage for all activities
of the Consultant arising out of or in connection with the work to be performed under this
Agreement, including coverage for owned, hired and non-owned vehicles, in an amount
of not less than one million dollars ($1,000,000) combined single limit for each occurrence.
Automobile liability coverage must be at least as broad as Insurance Services Office
Automobile Liability form CA 0001 (ed. 12/90) Code 1 (“any auto”). No endorsement may
be attached limiting the coverage.
iv.Professional Liability Coverage.Consultant shall maintain
professional errors and omissions liability insurance appropriate for Consultant’s
profession for protection against claims alleging negligent acts, errors or omissions which
may arise from Consultant’s services under this Agreement, whether such services are
provided by the Consultant or by its employees, subcontractors, or sub consultants. The
amount of this insurance shall not be less than one million dollars ($1,000,000) on a
claims-made annual aggregate basis, or a combined single limit per occurrence basis.
b.Endorsements. Each general liability and automobile liability insurance
policy shall be with insurers possessing a Best’s rating of no less than A:VII and shall be
endorsed with the following specific language:
i.The City, its elected or appointed officers, officials, employees,
agents and volunteers are to be covered as additional insured with respect to liability
arising out of work performed by or on behalf of the Consultant, including materials, parts
or equipment furnished in connection with such work or operations.
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ii.This policy shall be considered primary insurance as respects the
City, its elected or appointed officers, officials, employees, agents and volunteers.
Any insurance maintained by the City, including any self-insured retention the City may
have, shall be considered excess insurance only and shall not contribute with it.
iii.This insurance shall act for each insured and additional insured as
though a separate policy had been written for each, except with respect to the limits of
liability of the insuring company.
iv.The insurer waives all rights of subrogation against the City, its
elected or appointed officers, officials, employees or agents.
v.Any failure to comply with reporting provisions of the policies shall
not affect coverage provided to the City, its elected or appointed officers, officials,
employees, agents or volunteers.
vi.The insurance provided by this Policy shall not be suspended,
voided, canceled, or reduced in coverage or in limits except after thirty (30) days written
notice has been received by the City.
c.Deductibles and Self-Insured Retentions. Any deductibles or self-insured
retentions must be declared to and approved by the City. At the City’s option, Consultant shall
demonstrate financial capability for payment of such deductibles or self-insured retentions.
d.Certificates of Insurance. Consultant shall provide certificates of insurance
with original endorsements to City as evidence of the insurance coverage required herein.
Certificates of such insurance shall be filed with the City on or before commencement of
performance of this Agreement. Current certification of insurance shall be kept on file with the
City at all times during the term of this Agreement.
17.Notices. Any notice required to be given under this Agreement shall be in writing
and either served personally or sent prepaid, first class mail. Any such notice shall be addressed
to the other party at the address set forth below. Notice shall be deemed communicated within
48 hours from the time of mailing if mailed as provided in this section.
If to City:City of Lake Elsinore
Attn: City Manager
130 South Main Street
Lake Elsinore, CA 92530
With a copy to:City of Lake Elsinore
Attn: City Clerk
130 South Main Street
Lake Elsinore, CA 92530
If to Consultant:WKE Engineering, Inc.
400 North Tustin Ave, Ste. 275
Santa Ana, CA 92705
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18.Entire Agreement. This Agreement constitutes the complete and exclusive
statement of Agreement between the City and Consultant. All prior written and oral
communications, including correspondence, drafts, memoranda, and representations, are
superseded in total by this Agreement.
19.Amendments. This Agreement may be modified or amended only by a written
document executed by both Consultant and City and approved as to form by the City Attorney.
20.Assignment and Subcontracting. The parties recognize that a substantial
inducement to City for entering into this Agreement is the professional reputation, experience and
competence of Consultant and the subcontractors listed in Exhibit B. Consultant shall be fully
responsible to City for all acts or omissions of any subcontractors. Assignments of any or all
rights, duties or obligations of the Consultant under this Agreement will be permitted only with the
express consent of the City. Consultant shall not subcontract any portion of the work to be
performed under this Agreement except as provided in Exhibit B without the written authorization
of the City. If City consents to such subcontract, Consultant shall be fully responsible to City for
all acts or omissions of those subcontractors. Nothing in this Agreement shall create any
contractual relationship between City and any subcontractors nor shall it create any obligation on
the part of the City to pay or to see to the payment of any monies due to any such subcontractors
other than as otherwise is required by law.
21.Waiver. Waiver of a breach or default under this Agreement shall not constitute a
continuing waiver of a subsequent breach of the same or any other provision under this
Agreement.
22.Severability. If any term or portion of this Agreement is held to be invalid, illegal,
or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this
Agreement shall continue in full force and effect.
23.Controlling Law Venue. This Agreement and all matters relating to it shall be
governed by the laws of the State of California and any action brought relating to this Agreement
shall be held exclusively in a state court in the County of Riverside.
24.Litigation Expenses and Attorneys’ Fees. If either party to this Agreement
commences any legal action against the other party arising out of this Agreement, the prevailing
party shall be entitled to recover its reasonable litigation expenses, including court costs, expert
witness fees, discovery expenses, and attorneys’ fees.
25.Mediation. The parties agree to make a good faith attempt to resolve any disputes
arising out of this Agreement through mediation prior to commencing litigation. The parties shall
mutually agree upon the mediator and share the costs of mediation equally. If the parties are
unable to agree upon a mediator, the dispute shall be submitted to JAMS or its successor in
interest. JAMS shall provide the parties with the names of five qualified mediators. Each party
shall have the option to strike two of the five mediators selected by JAMS and thereafter the
mediator remaining shall hear the dispute. If the dispute remains unresolved after mediation,
either party may commence litigation.
26.Authority to Enter Agreement. Consultant has all requisite power and authority to
conduct its business and to execute, deliver, and perform the Agreement. Each party warrants
that the individuals who have signed this Agreement have the legal power, right, and authority to
make this Agreement and to bind each respective party. The City Manager is authorized to enter
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into an amendment or otherwise take action on behalf of the City to make the following
modifications to the Agreement: (a) a name change; (b) grant extensions of time; (c) non-
monetary changes in the scope of services; and/or (d) suspend or terminate the Agreement.
27.Prohibited Interests. Consultant maintains and warrants that it has not employed
nor retained any company or person, other than a bona fide employee working solely for
Consultant, to solicit or secure this Agreement. Further, Consultant warrants that it has not paid
nor has it agreed to pay any company or person, other than a bona fide employee working solely
for Consultant, any fee, commission, percentage, brokerage fee, gift or other consideration
contingent upon or resulting from the award or making of this Agreement. For breach or violation
of this warranty, City shall have the right to rescind this Agreement without liability. For the term
of this Agreement, no member, officer or employee of City, during the term of his or her service
with City, shall have any direct interest in this Agreement, or obtain any present or anticipated
material benefit arising therefrom.
28.Equal Opportunity Employment. Consultant represents that it is an equal
opportunity employer and it shall not discriminate against any subcontractors, employee or
applicant for employment because of race, religion, color, national origin, handicap, ancestry, sex
or age. Such non-discrimination shall include, but not be limited to, all activities related to initial
employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or
termination.
29.Prevailing Wages. Consultant is aware of the requirements of California Labor
Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8,
Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage
rates and the performance of other requirements on "public works" and "maintenance" projects.
Consultant agrees to fully comply with all applicable federal and state labor laws (including,
without limitation, if applicable, the Prevailing Wage Laws). It is agreed by the parties that, in
connection with the Work or Services provided pursuant to this Agreement, Consultant shall bear
all risks of payment or non-payment of prevailing wages under California law, and Consultant
hereby agrees to defend, indemnify, and hold the City,and its officials, officers, employees,
agents, and volunteers, free and harmless from any claim or liability arising out of any failure or
alleged failure to comply with the Prevailing Wage Laws. The foregoing indemnity shall survive
termination of this Agreement.
30.Execution. This Agreement may be executed in several counterparts, each of
which shall constitute one and the same instrument and shall become binding upon the parties
when at least one copy hereof shall have been signed by both parties hereto. In approving this
Agreement, it shall not be necessary to produce or account for more than one such counterpart.
[Signatures on next page]
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IN WITNESSWHEREOF, the parties have caused this Agreement to be executed on the
date first written above.
“CITY”
CITY OF LAKE ELSINORE, a municipal
corporation
“CONSULTANT”
WKE Engineering, Inc.
Grant Yates, City Manager
ATTEST:
By:
Its:
City Clerk
APPROVED AS TO FORM:
City Attorney
Attachments: Exhibit A – Consultant’s Proposal
EXHIBIT A
EXHIBIT A
CONSULTANT’S PROPOSAL
[ATTACHED]
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
SCOPE OF WORK FOR TEMESCAL CYN BRIDGE OVER TEMESCAL WASH
REPLACEMENT PROJECT
TASK 1 –PROJECT MANAGEMENT/COORDINATION/ADMINISTRATION
1.1 Administration and Management
This taskshall include general management and coordination with the City,Caltrans, regulatoryagencies,
andother key stakeholders. Projectmeetingswill beconductedtomaintain goodprojectcommunication.
Project coordination shall be established by frequent progress review meetings or conference calls.
ProjectDevelopmentTeam(PDT)meetingsin theCityHallor byconferencecallsshallbe conducted.
1.2 Meetings
Duringthecourseofthecontract,theCONSULTANTshallparticipateinthefollowingmeetings:
Monthly Project Development Team (PDT)
Progress Review Meetings or Conference Calls,as needed
Follow‐up Technical Focus Meetings,as needed
Agency Coordination/Technical Workshop
Right‐of‐Way Coordination
Constructability Workshop
CONSULTANT will prepare notices, agendas, handouts, minutes, and progress plans. CONSULTANT will
also prepare monthly progress reports; establish design criteria; post project issues to all individuals;
mitigateallindependentcheckandreviewcomments;maintaintheprojectschedule.
1.3 Schedule
CONSULTANT shall develop and submit an initial Project Schedule. Following approval by the City, this
schedule will become the Project Target Schedule. Project schedule will be updated after each PDT. The
followingelementswillbe includedbyCONSULTANTintheSchedule:
Design,Right of Way,Environmental,and Construction Phases
Agency Review time
Order of Sequence of significant work
Major Milestones
Critical Path Tasks
1.3‐1 Progress Reports
Along with an invoice at the end of each month,CONSULTANT shall report the progress of the
work with a narrative of the monthly Progress Report which shall describe the overall progress
of the work, discuss significant problems and present proposed corrective action and show the
status of major changes.
1.4 QA/QC Plan
CONSULTANT shall prepare, implement and maintain a Quality Assurance/Quality Control Plan
throughout the services under this Agreement. The QA/QC will establish Quality Assurance and Quality
Control processes and procedures; describe how the quality of the work products will be managed to
minimize or eliminate errors and omissions; ensure that all design reports,studies, plans, specifications,
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
quantities, estimates and other design documents are complete, accurate, consistent, checked, and
reviewed.
1.5 HBP Request for Authorization/Local Assistance Support
CONSULTANT shall assist the City in preparing Request for Authorizations (RFA), Finance letters, record
audits in accordance with Caltrans Local Assistance Procedures Manual. CONSULTANT shall provide
technical support and attendup to four (4) meetings with the City and Caltrans District 8 Local Assistance
asrequiredtodiscussthefundingauthorizationmatters.
Deliverables:Monthly Invoices,Progress Reports,Schedule Updates,Document Logs,
Meeting Agendas,Meeting Minutes,Coordination Memorandums,Requests for
Authorization Forms,Annual Bridge Survey Updates,Finance Letters,and detail records
meeting the Federal Audit requirements.
Assumptions:
A total of 24 Monthly team meetings are assumed.
TASK 2 –Surveying and Topographic Mapping
2.1 Topographic Surveys and Mapping (Temescal Wash &Temescal Cyn Rd)
CONSULTANT shall Perform topographic survey and provide cross‐sections every 100 feet in the channel
that covers the proposedwash grading, roadway realignment andconnection points to existing Temescal
CanyonRoadway.
The topographic data will be downloaded, processed and tied to the horizontal and vertical control
established forthis project.The topographic datawill be plotted in CAD and a digitalterrainmodel (DTM)
created for the existing ground surface. The final deliverables will include the digital terrain model,
topographicdataplottedinCADandanASCIIfileofthetopographicsurveypoints.Thetopographicsurvey
informationwillbedeliveredin aMicroStationv8i format.
Horizontalandverticalcontrol:HorizontalandVerticalprojectcontrolwillbeestablishedfor this
project,beingNAD83, CaliforniaStatePlaneCoordinateSystemZone6, andNAVD88. If required,any
existing surveydata willbereviewed,translatedandrotatedtothenewprojectdatum.
We will densify control throughout the project area. Survey control monuments will be established
outside of anticipated construction area(s), so these points may be used by the design team and future
construction teams. Conventional survey, GPS and digital levels will be utilized to establish the horizontal
andverticalcontrol.
A surveycontrolreportwillbe prepareddocumentingtheprimarycontrolsutilized,thenewlyestablished
project controls, methods and procedures, adjustment results, and survey field notes, sketches and
photos.
A project control sheetwill be preparedwhich will include theprimaryand project horizontalandvertical
controls,northings,eastingsandelevationsofeachcontrolpoint,basisofbearings,datumandbenchmark
statements.
TopographicDesignSurveys:Conventionalgroundsurveyandwill beutilized,withinthe abovedescribed
project limits, to augment the aerial mapping and existingdesign surveys done byothers. Thesesurveys
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
will include the edge of pavement and concrete, edge of traveled way, flowline, signs, drainage, surface
visibleutilityfeaturesandothersurfacevisiblefeatureswithintheprojectlimits.
2.2 HEC‐RAS Model Survey and Mapping
CONSULTANT shall update the survey to cover the recently graded areas westerly of Lake Street, for the
purposeofmoreaccurateHEC‐RASmodeling.
2.3 As Needed Miscellaneous Survey and Mapping
CONSULTANT shall include additional topography to support the design of the channel grading, slope
protection,&stormdrainfacilities.
2.4 Prepare Landnet Base Map
CONSULTANT shall provide updated utility base plan based on information provided by the utility
coordinationsub‐consultant.
2.5 Corner Record/Record of Survey
CONSULTANTshallfile CornerRecordsand/orRecordofSurveyas required.
Deliverables:Updated topographic survey,Update utility base plan,Survey street cross‐
sections,Corner Records and/or Record of Survey.
Assumptions:
The limits of the survey and mapping are as shown in the figure below and include:
Existing Temescal Canyon Rd.500’northwesterly and 700’southeasterly of Bernard St.
Cross Section Temescal Creek Channel 700’westerly and 700’easterly of the proposed
bridge location
HEC‐RAS Modeling
area,westerly of Lake
St.
Survey Assumptions:
1.Caltrans District 8
Right‐of‐Way
Departmentwill not
have review oversight.
2.Existing project control
will be made available
to the survey team.
3.Aerial topographic
mapping was
completed during an
earlier phase of this project.Additional aerial mapping will not be required.
4.Some topographic surveys were completed by others during the earlier phase of the project.
All existing topographic surveys will be provided to the survey team in MicroStation (or
other CADD)format.
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
A preliminary Landnet was completed by others during an earlier phase of the project.The Landnet
will be provided to the survey team in MicroStation (or other CADD)format.
TASK 2 –Additional Scope Added
2.6 Tree Survey
Within the project limits, we understand that there are ten (10) trees that need to be located as part of
the topographic design surveys. A field survey will be completed after 65% design with mapping
completedshowinglocation,trunksizeanddriplines.
Assumptions:
A total of ten (10)trees that need to be located as part of the topographic design survey.
TASK 3 –Geotechnical Investigations and Design Reports
3.1 Preliminary Foundation Report
CONSULTANT shall conduct a field investigation (Borings and Cone Penetration Tests [CPTs]), perform
laboratorytests,andconduct analysestodevelopgeotechnicalparametersandrecommendationsforthe
PreliminaryFoundationReport.
3.2 Foundation Report (FR)(Draft and Final)
Engineering Analyses Results obtained from the field investigation and laboratory testing program shall
be used to establish idealized soil profiles and strength parameters for the bridge and retaining wall
foundationdesignfortheFoundationReport.
3.3 Geotechnical Design Report (GDR)
Engineering Analyses Results obtained from the field investigation and laboratory testing program shall
be used to establish idealized soil profiles and strength parameters for slope stability and settlement
calculations for the roadway embankment. R‐value shall be used to determine flexible pavement
structural sections at the approaches and temporary bypass road using traffic indices provided by the
TrafficConsultant.
TASK 3 –Additional Scope Added
3.4 Ground Water Monitoring Wells
Three (3) groundwater monitoring wells will be installed during the geotechnical field investigation at
threelocations:
(1)at the upstream limit of proposed wash grading,
(2)at the downstream limit of the proposed wash grading,and
(3)within the bridge footprint.
The groundwater monitoring wells will be installed inside borings drilled with a track‐mounted drill rig
equipped with 8‐inch diameter hollow‐stem augers down to a depth of no more than 50 feet below
existing grade or refusal, whichever occurs first. The monitoring wells will consist of 2‐inch‐diameter
Schedule 40 polyvinylchloride (PVC) screen and solid schedule 40 PVCcasing installed at thecompletion
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
of the boring. The screenedportion of the wells will consistof 0.01‐inch wide slots and will be placed at a
depth of approximately 10 feet below the ground surface to about 2 feet above the bottom of the
borehole.Depthsofthe screenedportionofthewellsmay be adjustedpendingonthe findingsfromeach
boring. The solid PVC casing will be placed between about 0.5 feet below ground surface and the well
screen. Number 2/12 Monterey sand will be placed in the annulus of the screened interval with
approximately 2 feet above the screen, and 1 foot below the screen. A bentonite‐chip seal will be placed
above the filter pack to within approximately 2 feet of the ground surface. The upper portion of the well
will be sealed with quick set concrete. The wells will be finished with a cap or a box set in concrete to
minimizethepossibilityofvandalism.
After the wells are constructed, EMI will collect and record groundwater elevations on a monthly basis
during dry season, and one day after and five days after each significant rainfall event, but no less than
monthly during the rainy season. Monitoring of the groundwater table will be performed for a period of
at least 2 years (from a year prior to start of project construction to a year after start of project
construction).EMIwillprovidea“running”spreadsheettoreportthesegroundwatermeasurements.
Soil specimens will also be collected at each of the three well locations at depth of zero, 5 and 10 feet
below existing grade. Laboratory grain‐size analysis will be performed on selected specimens and the
resultswill be usedbyothersin a sedimenttransportstudy.
3.5 Ground Water Testing
CONSULTANTshall,basedupontheCaltransWaterQualityTool,testforthefollowingpollutants:
Indicator Bacteria, Nutrients, Organic Enrichments/Low Dissolved Oxygen, PCBs, Sediment Toxicity and
UnknownToxicity.
CDFW has concerns regarding construction‐related impacts to groundwater quality, specifically for
subsurface flows in TemescalCanyon Wash. As such, Group Delta (under contract from LSA) will monitor
three wells in the project vicinity, as outlined in Task 3.4, for water quality parameters before project
construction initiates and after project construction is complete. Because there is no known subsurface
contamination in the underlying groundwater in the project Site, water quality will be assessed only for
water quality parameters that can be measured using a hand‐held device and not contaminant
constituents (e.g., heavy metals, total petroleum hydrocarbons, or volatile organic compounds). The
locationforthethree (3)wellsare listedunderTask3.4.
Thescopeof workwillincludethe following:
3.5a Draft and Final Groundwater Monitoring Work Plan:Group Delta will prepare a concise work
plan,inletterformat,forapprovalbyCDFWpriortoinitiatinggroundwatermonitoring.Theworkplanwill
summarizetheproposedgroundwatermonitoringmethodologyandanalyses.
3.5b Groundwater Monitoring:Group Delta will conduct two groundwater monitoring events for
three wells located in the project area. The evets will be conducted prior to initiating construction and
afterconstructionhasbeencompleted.Groundwatermonitoringeventswillincludethefollowing:
Take water level measurements at each well using a water level sounder.
Collect samples using either a low‐flow or no‐purge sampling methodology.If purging is
required,wells will be purged using either a bailer or peristaltic pump.
Record water quality parameters for the groundwater samples using a Horiba U‐52 Water
Quality Meter.The following parameters will be recorded:
o Temperature
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
o Dissolved oxygen
o pH
o Conductivity
o Total Dissolved Solids
o Turbidity
o Oxidation Reduction Potential
Costsforoptionalgroundwatermonitoringeventsincludingoneadditionalbaselineeventandoneevent
during construction have also been included to provide a better picture of groundwater conditions and
moredefensibledata.
3.5c Groundwater Monitoring Report:Group Delta will prepare a concise Groundwater Monitoring
Report including a table summarizing analytical results, a site map with well sample locations, a
discussionandevaluationofanalyticalresults.
Assumptions:
1.The wells will be installed and properly developed by others.
2.Low‐flow purging,bailer purging,or no purge sampling methodologies are acceptable to CDFW
for this sampling program.
3.Purge water can be reused onsite for dust control.
4.No specific groundwater contaminants are known to be present.Therefore,analysis for general
water quality parameters is considered the best gauge in determining changes to water
chemistry due to the project.We assume this approach will be acceptable to CDFW.
Assumptions:
The pollutants are based on Caltrans Water Quality Tool (the RWQB can have their own
requirements as well).
Deliverables:A Foundation Report (FR)for the bridge final PS&E,a Geotechnical Design
Report (GDR)for the approach embankments and retaining walls (Pavement
recommendations will be provided in the GDR,rather than preparing a separate Materials
Report).
Assumptions:
Geotechnical borings will be performed per the following table:
Design Element Proposed Number of
Borings
Approximate
Proposed Depth (feet)
Temescal Canyon Bridge and Wingwalls 4 100
Roadway Improvements 1 20
1 40
5.Geotechnical Investigation is allowed between 7am and 7pm on weekdays.
6.No investigation of hazardous materials.If hazardous materials are encountered during the
geotechnical field investigation,work will be terminated,and the City notified.
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
7.We have allocated $2,500 for the Riverside County Flood Control District encroachment permit,
and no permit fee was assumed for City of Lake Elsinore.
8.Existing pavement rehabilitation recommendations not included.
Geotechnical design report will not be reviewed by Caltrans.
TASK 4 –Utilities Coordination
4.1 Reports of Investigation
CONSULTANTshallsubmitimprovementplanstoutilitycompaniesinaccordancewiththeirrequirements.
Identifyanyimpacttoexistingutilities.
4.2 Notice to Owner
CONSULTANT shall determine and document any prior rights, prepare utility relocation agreements and
CaltransLocalAssistanceformsforutilityconflictsplusacontingencyofatleasttwoutilities.CONSULTANT
shall issue the Relocation Claim Letters and Notice to Owner to relocate. Existing utilities include,
overheadSCElines,EVMWDWater&Sewerlines,HighpressureGasline,FiberOpticline,SWAPA30‐inch
line. EVMWD 30‐inch irrigation line is located within the Temescal Wash which has to be relocated prior
to anygrading.
4.3 Utility Relocation Plan &Protection Plan
CONSULTANT shall review potholing plans and coordinate with the design team and utility owners to
determine actual “conflicts,” protection in place, relocation alternatives, including the relocation of the
EVMWD30‐inchirrigationlinelocatedwithin theTemescalWashtotheexistingbridge.
Deliverables:Reports of Investigations,Notice to Owner,Utility Relocation Plan &
Protection plan,Utility Agreements (if applicable),FHWA Specific Authorization forms (if
applicable)
Assumptions:
A total of 8 utility relocations are assumed.Utility Agreements by Others.
TASK 5 –Utility Potholing
5.1 Pothole Workplan
CONSULTANT shall coordinate up to 12 pothole locations with the help of the design team and the utility
owners.The CONSULTANTshallprovidenotificationstothe utilityowners forthepotholing.
5.2 Field Work
Potholing sub‐consultant shall provide potholing traffic controls and encroachment permit applications.
Potholing sub‐consultant shall verify vertical elevation measurements from top of utility to an installed
hubmarker on thesurface.
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
5.3 Test Hole Mapping &Report
RoadwayrestorationshallbecompactedABCmaterialwithUPMcold‐patchunlessotherwisespecified.
Deliverables:Test hole Data Summary and Test hole Data Reports.
Assumptions:
1.Up to 12 potholes will be performed to locate utilities.
2.Each pothole will be surveyed for vertical and horizontal mapping.
TASK 6 –Civil Roadway PS&E
6.1 Draft Roadway Plans (65%)
CONSULTANT shall prepare the 65% complete Civil plans based on the preliminary geometric layout. The
plansshallbepreparedat1"=40'scale,on24"x36"improvementplansheets.CONSULTANTshallprovide
street cross sections at 100‐foot intervals minimum. The plan shall reflect the existing and proposed
gradesoverexistingutilities.
6.1.1‐6.1.10 Roadway Plans (65%)
Plans shall include Layout &Profile,Signing/Striping,Construction Details,Grading,Water
Pollution Control,Erosion Control,Grading,Drainage,Electrical,Landscaping,and Traffic
Control Plans/TMP.
6.11 Draft Special Provisions
CONSULTANT shall prepare special provisions for items of work and conditions that are not
covered by the Standard Specifications for Public Work Construction (Green Book). Construction
Technical Specifications for the roadway improvements shall be prepared using the City’s format
andtheprovidedboilerplatematerials.Eachitemofworkshallincludeamethodofmeasurement
andpayment.QuantitycalculationandconstructioncostestimatesinMicrosoftExcelformatwith
a contingency directed by the City shall be prepared. CONSULTANT shall conduct an internal
QA/QCreviewoftheprojectdeliverablespriortosubmittal.
6.12 Update Quantity and Cost Estimates
QuantitycalculationandconstructioncostestimatesinMicrosoftExcelformatwitha
contingencydirectedbytheCityshallbeprepared.CONSULTANTshallconductaninternal
QA/QCreviewoftheprojectdeliverablespriortosubmittal.
Final estimate of Quantities and Costs must be broken down between the HBP eligible and non‐
eligibleitems ofwork. CONSULTANTshallprovide a construction quantityandcostestimate with
each submittal of plans. The unit costs shall be based upon the most current cost information for
recentsimilar projectsintheareacompiledby the CONSULTANTandapprovedbytheCity.
6.2 Roadway Plans (95%)
This submittal will include comments, reviews, coordination efforts, and updated information.
CONSULTANT will update all Roadway Plans. Any Revised and/or New Standard Plans developed by
Caltrans shall be included with CONSULTANT’s Roadway Plan submittal. Response and resolution of all
review comments for each deliverable from the 65% submittal will take place priorto 95% submittal. All
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
roadway quantities shall be independently checked, and all issues raised by independent quantity
checker(s)willberesolvedprior tothesubmittal.
6.3 Final Roadway Plans (100%)
CONSULTANT will submit the Final PS&E package to the City for final approval. The submittal will only
incorporate all applicable previous comments, and no further agency review is anticipated. All required
formsin theRTL Guidewillbe provided.Electroniccopieswill beincludedwiththe100%submittal.
TASK 6 –Additional Scope Added
6.0 Constructability Workshop (Design Implementation Workshop)
CONSULTANT will conduct a Design Implementation Workshop with the City and City’s Project Manager
to present and discuss the optional technical enhancements with the City. Each, or all, of the
enhancements can be implemented into the project, while maintaining the project environmental
footprint evaluated in the PA/ED. CONSULTANT will conduct the workshop with the goal of obtaining
consensusofthedesiredimplemented enhancementsandobtainconsensusonthebridgetype,aesthetic
featuresandgeometricsforproposedprojectdesign.
6.0.1 Update Bridge Type and Roadway Geometrics
CONSULTANTwillprepareGeneralPlanandcostestimateforuptoone(1)bridgeconfigurationandType.
CONSULTANT will update roadway geometrics based upon the approved design speed from the City and
City’sProjectManager.
Assumptions:
A formal updated Type Selection Report is not needed,nor is Caltrans review and approval of any
new bridge type anticipated.
6.0 Constructability Workshop with the City
CONSULTANT will conduct a constructability workshop with the City and City’s Project Manager to seek
consensusonthedesignmovingforward.
6.1.3a Roadway Removals
CONSULTANTshall removeone lane of theexisting TemescalRoadfromthetie‐in point upto the existing
bridgeasmitigation. Noplantingisnecessaryoutsidetherevegetationplan.
Assumptions:
No planting is necessary outside the revegetation plan for roadway removals.Remove A/C and
base material.Limits are from the tie‐in point to the existing bridge.Refer to figure below.
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
Deliverables:Street Cross Sections;65%,95%,100%Street Improvement Plans,Drainage
Plans,Erosion Control Plans,Drainage Report,Water Pollution Control Drawings,Traffic
Control Plans,Sign and Striping Plans,Bridge Esthetic plan,Bridge Lighting Plans.95%&
100%Technical Specifications,Construction Cost Estimate,and Contracting Bid
Documents.
Assumptions:
Road Design from Station 65+38 to Station 78+93.
TASK 7 –TEMESCAL WASH IMPROVEMENT PLANS
7.1 Hydraulic Report (Draft &Final)
CONSULTANT shall provide final bridge hydraulic analysis and prepare supporting floodplain/scour
analysis report.This scope shall include preparation of quantity and cost estimates in support of the
channel design.The plan is subject to review and approval of Resource Agencies,RCFCD,EVMWD,and
the City.
TASK 7 –Additional Scope Added
7.1a Sediment Transport Study
The sediment transport study will be prepared between Bernard Street and Lake Street.The sediment
transport task will include evaluation of historical channel trends,contrast of local channel slopes to
regional slope variation,evaluation of anticipated changes to sediment loading to the project reach due
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
to upstream activities (i.e., sensitivity analysis), hydraulic capacity calculations using normal depth
procedures, and sediment transport potential evaluation using qualitative hydraulic indicators. Steady‐
state methodologies will be used to contrast the sediment transport capacity of the channel reach local
totheproposedbridgewithanticipatedsupplyrates,overarangeofdischargeconditions. Localsediment
sizeinformationwill be used with the hydraulic information and sedimenttransportrelationsto estimate
bed material sediment transport volumes passing through the upstream, local and downstream channel
reach. Sediment continuity will be applied to estimate potential erosion/sedimentation depths to be
expected along the proposed channel for the design event. Local scour components, due to drop
structures or other features incorporated into the proposed plan will be computed, if applicable. The
potentialhydraulicand/orchanneldeformationeffectsofbedformdevelopmentwillbeassessedaswell.
7.2 Channel Improvement Plans (65%)
CONSULTANT shall prepare Final Temescal Wash improvement plans at a scale of 1”=40’, or otherwise
approved by the City. Plans shall be based on the preliminary channel improvement plans. The plan set
shallconsistoflayoutgrading plansheets,channelprofilesheets,andchannelcrosssectionevery100’.
7.3 Channel Improvement Plans (95%)
This submittal will include comments, reviews, coordination efforts, and updated information.
CONSULTANTwillupdateallChannelImprovementPlans.
7.4 Channel Improvement Plans (100%)
CONSULTANTwillsubmittheFinalChannelImprovementPlanstotheCityforfinalapproval.Thesubmittal
willonlyincorporateallapplicablepreviouscomments,andnofurtheragencyreviewisanticipated.
Deliverables:Final Temescal Wash Improvement Plans &Final Hydraulic Reports,including
a Sediment Transport Study.
Assumptions:
1.The was improvement plan consists of grading plans and details for rip‐rap protection
2.No check dams or concrete structures will be required.
3.Realign 480’of streambed
TASK 8 –UNCHECKED STRUCTURE PLANS (65%)
8.1 65%Bridge Plans
Engineering conclusions for the preferred alternative identified in the final bridge type selection report
approved by Caltrans Structures Local Assistance shall be carried into the final design phase. The final
bridge design shall be based on Caltrans‐amended AASHTO LRFD Bridge Design Specifications, various
CaltransBridgeDesignandDetailManuals,andtheSeismicDesignCriteria(SDC).
8.2 65%Bridge Aesthetic Plans
CONSULTANT will provide the Bridge Aesthetic Plans as part of the 65% Bridge Plan set and will
incorporatetheaestheticsset forthundertheRFPandas approvedundertheapproved35%.
8.3 65%Bridge Lighting Plans
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
CONSULTANTwill provide the Bridge Lighting Plans as part of the 65% BridgePlan set consistentwith the
aestheticplans.
8.4 65%Log of Test Borings (LOTB)
CONSULTANTrecommendsasoilboringateachbridgesupportlocationswheresubstructurewidthisless
than100feet;minimumoftwoboringsarerequiredperlocationwheresubstructurewidthisgreaterthan
100feet,perCaltrans’guidelines(AASHTOrecommendations).
Proposed number of Borings:
o 4 at Temescal Canyon Bridge and Wingwalls (100 ft)
o 2 for Roadway Improvements (20 ft and 40 ft)
8.5 Prepare Draft Engineer’s Estimate
Quantity calculation and construction cost estimates in Microsoft Excel format with a contingency
directedbytheCityshallbeprepared.CONSULTANTshallconductaninternalQA/QCreviewoftheproject
deliverablespriortosubmittal.
Final estimate of Quantities and Costs must be broken down between the HBP eligible and non‐eligible
items of work. CONSULTANT shall provide a construction quantity and cost estimate with each submittal
of plans. The unit costs shall be based upon the most current cost information for recent similar projects
in the areacompiledbytheCONSULTANTandapprovedby the City.
Deliverables:65%Unchecked Structure Plans.
Assumptions:
Assumed to be a 375’Long,98’wide 3‐span cast in place structure.
As is typical of a Local Assistance Project,Caltrans will only review the final bridge plans.
TASK 9 –BRIDGE DESIGN INDEPENDENT CHECK
9.1 Independent Check
The65%uncheckedbridgeplansshallbeindependentlycheckedseparatelybyalicensedbridgeengineer,
who has not been involved in the 65% design of the project. A separate set of structural calculations
including quantity calculations shall be prepared in accordance with Caltrans bridge design practice. The
checker shall review the plans for completeness, consistency, correctness of references. The bridge
designer shall revise the design and plans to mitigate checker’s review comments. The checker shall
perform back check to concur that the comments have been adequately addressed. All comments and
responsesshallbedocumentedintheprojectfiles.
9.2 Update Engineer’s Estimate
All bridge quantities shall be independently checked and all issues raised by independent quantity
checker(s)willberesolvedprior tothesubmittal.
9.3 Draft Specifications
CONSULTANT shall prepare the Draft Specifications.
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
Deliverables:Independent Check Review Comments and Check Calculations,Comment and
Response Matrix.
Assumptions:
Refer to Task 8 Assumptions.
TASK 10 –95%STRUCTURES PS&E
10.1 Bridge Plans (95%)
Responsesto all agencies’reviewcommentsforthe65%submittal shall bepreparedandincludedin this
submittal.
10.2 Engineer’s Estimate
CONSULTANT shall prepare a list of Caltrans standard structure pay items for bridge construction. Design
quantity calculations shall be performed using standard Caltrans and City forms and marginal cost
estimate summary sheets. Item unit prices shall be adjusted using Contract Cost Data Book published by
Caltrans.Thestructureplansandquantitiesshallbeupdatedperchecker’scomments.
10.3 Update Specifications
CONSULTANTshallupdatethe65%commentsanduseMicrosoftWordtoprepareandeditCaltrans2016
StandardSpecialProvisions(SSP)forstructuralworkat95%PS&E.
10.4 RE Pending Files
CONSULTANTshallpreparethenecessarydocumentationrequiredfortheREPendingFilespriorto bid.
10.5 Final PS&E Submittals
CONSULTANT will submit the Final PS&E package to the City for final approval. The submittal will only
incorporate all applicable previous comments, and no further agency review is anticipated. All required
forms in theRTLGuidewillbe provided.Electronic copieswill beincludedwiththe100%submittal.
Deliverables:95%Bridge Plans,Technical Specifications and Cost Estimate.
Assumptions:
Refer to Task 8 Assumptions.
TASK 11 –CONDITIONAL LETTER OF MAP REVISION (CLOMR)
11.1 Prepare CLOMR
CONSULTANT shall prepare a Conditional Letter of Map Revision (CLOMR) in support of the Temescal
Wash& Bridgeimprovements forsubmittalto theCity,RCFCD, andFEMAforreviewandapproval.
11.2 Regulatory Coordination
CONSULTANT will coordinate with regulatory agencies, as needed, in preparation and support of the
CLOMR.
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
Deliverables:Conditional Letter of Map Revision (CLOMR).
Assumptions:
A period of one (1)year monitoring after construction will be provided.
TASK 12 –RIGHT‐OF‐WAY SERVICE
12.1 Prepare ROW Requirements Map
CONSULTANTshallupdatetheROWConstraintsMap.
12.2 Prepare Legal Descriptions &Plats
CONSULTANT shall prepare the Legal descriptions and Plats. The current ROW lists a total of nine (9)
assessorparcelsaffectedbytheproject footprint.Thelegal descriptionandplatneededareasfollows:
four(4)temporaryconstructioneasements,
seven(7)permanenteasements,
six(6)roadwayeasements,
eight(8)conservationeasements.
CONSULTANT shall provide legal descriptions and plats utilizing the updated preliminary title,
CONSULTANT’ssurveyorshallreviewandverifyparcelandright‐of‐waydatafortheaffectedparcels.The
LegalDescriptionsandPlatsshallbe modifiedtoreflectthe finaldesignplans.
12.3 Right‐of‐Way Appraisals
CONSULTANTshall be familiarwith the project and shall have a completeunderstanding of the project’s
requirements to ultimately obtain a project certification from Caltrans. The project is comprised of Nine
(9)assessorparcelswithvariousrightsneededfromthedifferentparcels.
12.4 Right‐of‐Way Appraisal Reviews
AppraisalandAppraisalReview Services:AmaximumofTwenty‐five(25)AppraisalsandTwentyfive(25)
AppraisalReviews. CONSULTANTshallberesponsibleforthefollowing:
CONSULTANT shall mail a notification letter and acquisition policies brochure to the property
owner requesting permission to conduct an on‐site inspection of the property, advising them of
their right to accompany the appraiser at the time of the inspection, and requesting information
regardingthepropertyappraisedwhichcouldinfluencetheappraisedvalue.
Appraiser shall review title information pertaining to respective ownerships and shall review
drawingsandotherpertinentinformationrelativetotheparcel.
Appraiser shall inspect each property personally with the owner (if possible) and document the
inspectionwithphotographsforuseinthereport.
Appraisershallinventoryallimprovementsaffectedbytheproposedtaking,
Appraiser shall perform market research to support the selected appraisal methodologies and
shalldocumentandconfirmcomparablesalesinformation.
Appraiser shall prepare a narrative appraisal report that conforms to the Uniform Standards of
Professional Appraisal Practice (USPAP). The appraisal study and report are intended to serve as
an acquisition appraisal and shall be prepared in a summary format consistent with the
specificationsfornarrativeappraisalreports.
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
Upon completion of the fee appraisal, CONSULTANT shall conduct a formal review by an
independentappraiserinaccordancewithfederalregulationsandCaltransproceduresmanual.
CONSULTANTshallreceiveandanalyzethecompletedappraisalreportsaccordingly.
12.5 Right‐of‐Way Settlement/Prepare Acquisition Documents
CONSULTANT shall establish and maintain a complete and current record file of all ownerships in
aform acceptableto theCity.
CONSULTANT shall receive and analyze title information, approved appraisal reports, and legal
descriptionsinsufficientdetailto negotiatewithpropertyownersandotherparties.
CONSULTANTshall prepare all offer letters, summary statements,and lists of compensable items
offixturesandequipment,inaccordancewithstateorfederalregulationsandtheapprovalofthe
City.
CONSULTANT shall present written purchase offers to owners or their representatives in person,
whenpossible.
CONSULTANTshallfollow‐upandnegotiatewitheachpropertyowners,asnecessary;prepareand
submit recommended settlement justifications to City for review and approval; review any
independentappraisalsecuredbypropertyowner
CONSULTANT shall prepare and assemble acquisition contracts, deeds, and related acquisition
documentsrequiredfortheacquisitionofnecessarypropertyinterests.
CONSULTANTshalltransmitexecutedacquisitiondocumentstotheCity.Eachtransmittalpackage
shall include a fully executed and properly notarized deed(s), fully executed acquisition contract
with attachments, and a brief settlement memorandum which summarizes the pertinent data
relativetothetransaction.
12.6 Title Escrow Coordination
CONSULTANT shall open escrow and coordinate execution of closing instructions providing for
titleinsurancecoverageatthesettlementamount.
CONSULTANT work in conjunction with escrow officer to facilitate the clearance of title matters
assetforthinthesettlementmemorandumandescrowinstructions.
CONSULTANT shall coordinate deposit of acquisition price and estimated closing costs with
escrow.
After the closing, CONSULTANT shall review the title insurance policy for accuracy. CONSULTANT
shall also prepare and mail a letter to County Assessor requesting cancellation of taxes if
appropriate.
12.7 Caltrans Right‐of‐Way Certification Oversight Coordination
CONSULTANTshallattendcertificationplanningmeetingwithCity’sprojectteam,asnecessary.
CONSULTANT shall prepare real estate components of Right‐of‐Way data sheet and provide
current and escalated costs for acquisition and relocation, incorporate engineers’ construction
andutility informationasprovidedtotheR/WCONSULTANT.
CONSULTANT shall verify appraisal maps/Right‐of‐Way maps and legal descriptions are all
properlyidentifiedandpreparedinconformancewithapprovedright‐of‐waynumberingsystem.
If applicable, CONSULTANTshall oversee utility relocation activities as requiredfor completion of
certification form including compiling utility notices and submittal of hi‐low risk utility sheet
preparedbyengineersforRight‐of‐WayLocalAssistanceCoordinatorreview.
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
CONSULTANT shall verify that all interests necessary for the project have been secured in
compliancewithallapplicablelawandregulations.
CONSULTANTshall prepare certification forms, in coordination with the engineerand the City, to
include the compilation of all necessary back‐up documents required including deed, final order
ofcondemnation,accesseasements,cooperativeagreements,permits,rightofentries,etc.
CONSULTANTshallattendandcoordinatepreandpost‐auditsubmittalmeetings.
Deliverables:Monthly Status Reports,Preliminary Title Reports,Notices of Decision to
Appraise,Appraisal Reports,Appraisal Review Reports,Acquisition documents and case
files,Caltrans Right‐of‐Way Certification Form,Request for Authorization to proceed with
R/W acquisition and Utility Relocation.
Assumptions:
1. Nine (9)Parcels are assumed to be acquired.
Parcel No.Riverside County APN
1 390‐130‐015
2 390‐130‐016
3 390‐200‐003
4 390‐200‐004
5 390‐200‐007
6 390‐200‐010
7 390‐200‐012
8 390‐200‐017
9 390‐200‐018
TASK 13 –HABITAT MITIGATION AND MONITORING PLAN
13.1 Habitat Mitigation and Monitoring Plan (HMMP)
CONSULTANT shall develop, through coordination with the PDT team, the California Department of
Transportation (Caltrans), the California Department of Fish and Wildlife (CDFW), and a third‐party
management entity (if necessary), a Habitat Mitigation and Monitoring Plan (HMMP) that details the
creation/restoration/enhancement, as appropriate based on the project impacts and based on the
approved DBESP report. The HMMP shall detail the vegetative conditions, including plant palettes,
percent coverage, and other pertinent success criteria that must be met along with a 5‐year mitigation
monitoring program that will measure progress of the site in meeting the 5‐year success criteria. The
HMMPshallbea singledocumentthatprovidesallthenecessaryinformationto documentwhatandhow
themitigationwillbeimplemented.
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
13.2 Planting Plans
CONSULTANTshalldevelopPlantingPlansforupto6.8acresbasedupon,andthroughcoordinationwith,
8.1above.
TASK 13 –Additional Scope Added
13.3 Temporary Irrigation Plans
CONSULTANTshalladdtemporaryirrigationforthemitigationplantingareaupto6.8acresofvegetation.
Deliverables:HMMP document,Permit Applications,Planting Plans.
TASK 14 –PERMITS
14.1‐14.3 CDFW 1602 Streambed Alteration Agreement,USACE Section 404 Nationwide
Permit,and RWQCB Section 401 Water Quality Certification
TASK 14 –Additional Scope Added
14.4 DBESP Revisions &Recirculation
The DBESP has been revised by LSA and is currently being reviewed by the California Department of Fish
and Wildlife (CDFW) and US Fish and Wildlife Service (FWS). It is assumed there will up to two (2)
additional revisions to the DBESP that will require the DBESP to be recirculated to the resource agencies
through the Riverside Conservation Authority who administer the Riverside County Multiple Species
Habitat Conservation Plan (MSHCP). The comments on the DBESP by CDFW and FWS Service will be
responded to by LSA in tabular format and also within the DBESP document. LSA assumes there will be
two (2) rounds of review and comments by the resource agencies. Additional rounds of review and
commentsbytheresourceagencieswillrequireabudgetaugment.LSAwillprovidethereviseddocument
byelectronicformateitherbyCD‐ROMorflashdriveinPDFandWordformatforresourceagenciesreview
and comment. LSA has assumed 10 electronic versions and two hard copies of the revised DBESP to be
submitted to the Riverside Conservation Authority for distribution. Additional copies will be billed as a
directcostitem.
Deliverables:Required Permits (1602,404,&401),Update,Revise and Recirculate the
DBESP.
Assumptions:
The following permits will be needed from Regulatory Agencies
1.ACOE Section 404 Nationwide Permit
2.RWQCB Section 401 Water Quality Certification
3.CDFW 1600 Streambed Alteration Agreement.
TASK 15 –ENVIRONMENTAL REVALIDATIONS
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
15.1 Environmental Revalidation
CONSULTANT shall prepare the Caltrans Environmental Revalidation form (LAPM Exhibit 6‐G) up to three
times when the project moves to a new phase. It is assumed that the project and setting/circumstances
willnothavechangedandthatnoanalysisorevaluationswill needtobeconducted.Theform shallsimply
document that nothing regarding the project or setting/circumstances has changed. If anything changes
related to the project that require that analysesor evaluations be conductedto support the Revalidation,
then ascope andcost shallbeprovided forreview/approval priorto conductingthatwork.
Deliverables:LAPM Exhibit 6‐G.
TASK 16 –WQMP &SWPPP
16.1‐16.2 Water Quality Management Plan, Storm Water Pollution Prevention Plan
CONSULTANTshallpreparetheFinalWQMPandSWPPPinaccordancewiththeSantaAnaRegionalWater
Quality Control Board and Caltrans Design Guidelines. The CONSULTANT shall submit/file the final
reviewed/approvedSWPPPonbehalfoftheCitytoRegionalWaterQualityControlBoard.
Deliverables:Final WQMP,SWPPP,and NOI.
TASK 17 –CONSTRUCTION SUPPORT
17.1 Pre‐Construction Support
17.1‐1 Attend Pre‐Bid Meeting
CONSULTANT shall remain available to attend a pre‐bid meeting to be scheduled in advance
of the bid opening date.CONSULTANT shall answer bidders’questions regarding the contract
bid documents and prepare bid addenda,if required.CONSULTANT shall perform bid review
and analysis,if required.
17.1‐1 Respond to Request for Information (RFI)
CONSULTANT shall answer questions (Request for Information [RFI])regarding the Technical
Provisions,the design drawings or conflicts in the design during the bidding process.The
CONSULTANT shall assist the City in preparation of Addenda regarding omissions or conflicts
in the design.
Assumptions:
Attendance at a pre‐bid meeting by the CONSULTANT including CONSULTANT biologist.
17.2 Construction Support
17.2.1 Review Submittals
CONSULTANT shall attend a pre‐construction meeting as directed by the City. CONSULTANT shall
reviewshopdrawingsandsubmittalsforconformancewiththecontractplansandspecifications,
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
and make recommendations for acceptance, denial or re‐submittal within reasonable time of
receipt.
17.2.2 Respond to RFI
CONSULTANT shall provide response to contractor’s requests for information (RFI’s) about the
contract plans and specifications forwarded to CONSULTANT by the City within reasonable time
of receipt. Upon written authorization from the City, CONSULTANT shall provide engineering
designservicesforrevisionstoconstructiondocumentsresultingfromchangedfieldorunforeseen
conditions or other change order work required due to actions of the City. Subsequent change
orderdocumentationandprocessingshallbepreparedbytheCity’sResidentEngineer.
CONSULTANT shall perform up to twelve (12) site visits during the construction as requested by
theCity.
17.3 Environmental Support
17.3.1:Pre‐Construction Nesting Bird Surveys
Requirements.One pre‐construction nesting bird survey is required prior to any ground
disturbance,vegetationgrubbing, andconstruction. Ifactive nests arefound, thenthe contractor
will installa 500‐footbufferduringbreedingseason. Anyadditionalservices formonitoring active
nests are not part of this scope of work. The LSA biologist can prepare a change order for
additionalrequiredsurveysandmonitoringuponCityrequest.
Deliverables.A pre‐construction nesting bird survey reportincluding any required avoidance and
minimizationmeasures,agencyconsultations,andmitigationinstructionswillbesubmittedtothe
City.
Schedule.The pre‐construction nesting bird survey will beconducted three (3) days prior to any
ground disturbance, vegetation grubbing, and construction. The pre‐construction nesting bird
survey reportwill be submitted tothe Citywithin3 daysof completion ofthesitevisit/survey.
The CONSULTANT Biologist shall monitor construction for the duration of the construction to
ensurethatvegetationremoval,BMPs,andallavoidanceandminimizationmeasuresareproperly
followed.
17.3.2 : Attend a Pre‐construction Site Meeting
The CONSULTANT biologist will attend a pre‐constructionsite meeting with the contractor and the
engineer to discuss environmental regulations and mitigations. The CONSULTANT biologist will
alsoexplainwhatisexpectedofthe contractorandthelimitationtogradingandconstruction.
17.3.3 : Biological Monitoring During Construction
CONSULTANT biologists to monitor to observe, document, and report the status of vegetation
removal and the implementation of best managementpractices and avoidanceandminimization
measures. Biological monitoring will also be required during vegetation removal. Biological
monitorsarerequiredtoinspectconstructionlimitfencing,activenestandburrowbuffers,check
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
equipment and staging areas for hazardous materials on the ground, monitor site weed control,
andbe awareof potentialorexistingerosion.
Deliverables.Weekly construction monitoring reportsand site visit reports to be provided to the
contractorandtheCity.
Schedule.The grubbing stage of construction is typically two weeks offull‐time daily monitoring.
Twelve sitevisits byone biologistwill be providedduringthe 20‐month construction phaseof the
project(June2020throughOctober2022).
CONSULTANT shall perform up to twelve (12) site visits duringthe construction as requested by
theCity.
TASK 17 –Additional Scope Added
17.4 Develop As‐built Plans
Following the completion and acceptance of the project, CONSULTANT shall furnish the City with a
complete set of revised contract drawings showing as‐built conditions. Revisions shall be solely based on
as‐built redlined information provided by the City. The as‐built plans shall be delivered to the City within
twomonthsofreceiptofredlinedplans.
17.5 One (1)‐Year Monitoring of Planting after Construction
LSA field biologist will monitor the 6.8‐acre revegetated area every day for the first two (2) weeks after
the planting is complete to ensure the plants are surviving and receiving enough water. This will be
followed by six (6) months of monitoring at a bi‐weekly basis. After 6 months the site will be monitored
quarterly up to one year. After the end of the one (1) year monitoring period a brief report will be
prepared outlining the rate of success of the plants. It is assumed this report will be submitted to the
CDFWforfiling.
17.6 Pre‐Construction Burrowing Owl Surveys
A qualified LSA biologist will survey the construction area prior to vegetation removal or ground
disturbance activities for burrowing owls in accordance to MSHCP requirements. The clearance surveys
will be conducted 14 days and also 24 hours prior to ground disturbance (2 surveys). If burrowing owls
are found onsite during the surveys, CDFW will be contacted. If no burrowing owls are found, no
additionalactionisrequired.
17.7 Letter of Map Revision (LOMR)
Following the completion of the project, CONSULTANT shall prepare a Letter of Map Revision (LOMR) in
support of the Bridge & Wash improvements for submittal to the City, RCFCD and FEMA. This scope
includes revision to the submitted LOMR based on FEMA’s review comments necessary to obtain final
approvalfromFEMA.
Deliverables:Letter of Map Revision (LOMR).
Assumptions:
A period of one (1)year monitoring after construction will be provided.
17.6 Pre‐Construction Bat Surveys
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Scope of Work for Temescal Cyn Bridge over Temescal Wash Replacement Project
LSA'sbatspecialistwill perform apreconstructionbathabitat surveytodeterminewhetheranystructures
or any trees within the project area and a 500‐foot buffer are occupied by roosting bats. This
preconstruction bat habitat survey will include an afternoon inspection of any structures and trees
followed by a nighttime emergence survey in which the area will be monitored for bat activity by
observers (LSA’s bat specialist and another biologist with experience performing bat surveys) using
acoustic equipment to record bat echolocation calls for later identification. Following the completion of
the habitat assessment and nighttime survey, LSA will analyze any acoustic data collected during the
survey and prepare a brief memorandum summarizing the survey results; this plan will include
recommendedmeasurestoaddressexistingmitigationandminimizationmeasuresas wellasto minimize
impactsto batsto thegreatestextentfeasible.
Assumptions:
The scope of work assumes there will be one series of surveys prior to construction.
EXHIBIT A-1
WKE TEAM SUMMARY
Final PS&E
Temescal Canyon Bridge over Temescal Wash Replacement
City of Lake Elsinore
TASK DESCRIPTION WKE LSA West EMI (DBE)Guida LIN(DBE)TAT(DBE)EPIC TOTALS
Task 1 -Project Management 347 80,405 143 26,188 14 2,610 20 3,158 13 2,621 7 1,338 78 9,631 91 11,929 713 137,879
1.1 Administration and Management 92 21,216 70 13,390 0 0 0 0 0 0 0 0 0 0 0 0 162 34,606
1.2 Project Team Meetings 192 45,744 73 12,798 14 2,610 20 3,158 13 2,621 7 1,338 78 9,631 91 11,929 488 89,828
1.3 Schedule 18 5,332 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 5,332
1.4 Establish QC Program 20 3,938 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 3,938
1.5 HBP Request For Authorization 25 4,174 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25 4,174
TASK 2 -Surveying and Topographic Mapping 55 7,224 0 0 0 0 0 0 412 59,081 0 0 0 0 0 0 467 66,306
2.1 Topographic Surveys and Mapping (Wash and Temescal Cyn R 0 0 0 0 0 0 0 0 104 15,768 0 0 0 0 0 0 104 15,768
2.2 HEC-RAS Model Survey and Mapping 55 7,224 0 0 0 0 0 0 34 5,065 0 0 0 0 0 0 89 12,289
2.3 As Needed Miscellaneous Survey and Mapping 0 0 0 0 0 0 0 0 34 5,065 0 0 0 0 0 0 34 5,065
2.4 Prepare Landnet Base Map (22 Legal Descriptions &Plats)0 0 0 0 0 0 0 0 119 17,303 0 0 0 0 0 0 119 17,303
2.5 Corner Record / Record of Survey 0 0 0 0 0 0 0 0 92 11,517 0 0 0 0 0 0 92 11,517
2.6 Tree Survey 0 0 0 0 0 0 0 0 29 4,364 0 0 0 0 0 0 29 4,364
TASK 3 -Geotechnical Investigations and Design Reports 30 4,408 232 33,552 0 0 582 79,238 31 4,778 0 0 0 0 0 0 875 121,976
3.1 Preliminary Foundation Report 0 0 0 0 0 0 32 5,215 31 4,778 0 0 0 0 0 0 63 9,993
3.2 Foundation Report (FR) (Draft and Final)14 1,975 0 0 0 0 164 23,529 0 0 0 0 0 0 0 0 178 25,504
3.3 Geotechnical Design report (GDR)14 1,975 0 0 0 0 90 13,090 0 0 0 0 0 0 0 0 104 15,065
3.4 Ground Water Monitoring Wells & Permitting 2 458 232 33,552 0 0 296 37,404 0 0 0 0 0 0 0 0 530 71,414
TASK 4 -Utilities Coordination 248 33,148 0 0 0 0 0 0 0 0 0 0 0 0 225 24,187 473 57,335
4.1 Reports of Investigation 18 2,504 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 2,504
4.2 Notice to Owner 26 3,527 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 3,527
4.3 Utility Relocation Plan & Protection Plan 204 27,118 0 0 0 0 0 0 0 0 0 0 0 0 225 24,187 429 51,305
4.4 Utility Agreements 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TASK 5 -Utility Potholing 26 4,472 0 0 0 0 0 0 35 5,302 0 0 0 0 30 3,434 91 13,207
5.1 Pot Hole Workplan 2 458 0 0 0 0 0 0 0 0 0 0 0 0 30 3,434 32 3,891
5.2 Field Work 0 0 0 0 0 0 0 0 35 5,302 0 0 0 0 0 0 35 5,302
5.3 Test Hole Mapping & Report 24 4,014 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24 4,014
Task 6 -Civil Roadway PS&E 1,815 229,630 0 0 0 0 0 0 0 0 46 6,085 350 38,692 0 0 2,211 274,407
6.0 Constructability Workshop
6.0.1 Update Bridge Type,and Roadway Geometry 202 32,556 0 0 0 0 0 0 0 0 0 0 0 0 0 0 202 32,556
6.0.2 Constructability Workshop with City 28 6,154 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 6,154
6.1 Draft Roadway Plans (65%)
6.1.1 Layout & Profile, Typicals 186 22,451 0 0 0 0 0 0 0 0 0 0 0 0 0 0 186 22,451
6.1.2 Signing & Striping 162 19,165 0 0 0 0 0 0 0 0 0 0 0 0 0 0 162 19,165
6.1.3 Construction Details 121 14,326 0 0 0 0 0 0 0 0 0 0 0 0 0 0 121 14,326
6.1.3a Roadway Removals 76 9,452 0 0 0 0 0 0 0 0 0 0 0 0 0 0 76 9,452
6.1.4 Grading 82 9,468 0 0 0 0 0 0 0 0 0 0 0 0 0 0 82 9,468
6.1.4 Water Pollution Control Plans 38 4,500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38 4,500
6.1.5 Erosion Control 43 5,214 0 0 0 0 0 0 0 0 0 0 0 0 0 0 43 5,214
6.1.6 Grading Plans 42 5,114 0 0 0 0 0 0 0 0 0 0 0 0 0 0 42 5,114
6.1.7 Drainage Plans 132 16,751 0 0 0 0 0 0 0 0 0 0 0 0 0 0 132 16,751
6.1.8 Electrical Plans 0 0 0 0 0 0 0 0 0 0 25 3,276 0 0 0 0 25 3,276
6.1.9 Landscaping Plans 0 0 0 0 0 0 0 0 0 0 0 0 187 20,798 0 0 187 20,798
6.1.10 Traffic Control Plans / TMP 93 11,679 0 0 0 0 0 0 0 0 0 0 0 0 0 0 93 11,679
6.1.11 Draft Special Provisions 151 18,096 0 0 0 0 0 0 0 0 0 0 12 1,432 0 0 163 19,527
6.1.12 UpdateQuantity and Cost Estimates 23 2,925 0 0 0 0 0 0 0 0 4 481 45 4,958 0 0 72 8,365
6.2 95% Plans 303 36,508 0 0 0 0 0 0 0 0 13 1,740 74 7,910 0 0 390 46,157
6.3 100 % Plans 133 15,271 0 0 0 0 0 0 0 0 4 588 32 3,594 0 0 169 19,452
Task 7 -Temescal Wash Improvement Plans 200 24,383 0 0 326 44,703 16 1,956 0 0 0 0 0 0 0 0 542 71,041
7.1 Hydraulic Report (Draft &Final)0 0 0 0 196 24,043 0 0 0 0 0 0 0 0 0 0 196 24,043
7.1a Sediment Transport Study 6 1,310 0 130 20,660 16 1,956 0 0 0 0 0 0 0 0 152 23,926
7.2 65%Channel Improvement Plans 118 13,130 0 0 0 0 0 0 0 0 0 0 0 0 0 0 118 13,130
7.3 95%Channel Improvement Plans 47 6,102 0 0 0 0 0 0 0 0 0 0 0 0 0 0 47 6,102
7.4 100% Channel Improvement Plans 29 3,839 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29 3,839
Task 8 -65%Unchecked Structure Plans 1,410 181,678 0 0 0 0 32 4,358 0 0 30 4,038 121 13,466 0 0 1,593 203,539
8.1 65%Bridge Plans 1,320 170,108 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1,320 170,108
8.2 65% Bridge Aesthetic Plans 0 0 0 0 0 0 0 0 0 0 0 0 121 13,466 0 0 121 13,466
8.3 65% Bridge Lighting Plans 0 0 0 0 0 0 0 0 0 0 26 3,556 0 0 0 0 26 3,556
8.4 65% Log of Test Borings 0 0 0 0 0 0 32 4,358 0 0 0 0 0 0 0 0 32 4,358
8.5 Prepare Draft Engineers Estimate 90 11,570 0 0 0 0 0 0 0 0 4 481 0 0 0 0 94 12,051
Task 9 -Bridge Design Independent Check 449 57,846 0 0 0 0 0 0 0 0 6 951 0 0 0 0 455 58,797
9.1 Independent Check 270 34,798 0 0 0 0 0 0 0 0 0 0 0 0 0 0 270 34,798
9.2 Update Engineers Estimate 67 8,571 0 0 0 0 0 0 0 0 3 384 0 0 0 0 70 8,955
9.3 Draft Specifications 112 14,478 0 0 0 0 0 0 0 0 3 567 0 0 0 0 115 15,045
Task 10 -95%Structure PS&E 379 48,828 0 0 0 0 13 1,696 0 0 19 2,706 86 9,844 0 0 497 63,073
10.1 95%Bridge Plans 179 23,049 0 0 0 0 13 1,696 0 0 11 1,453 54 6,250 0 0 257 32,448
10.2 Engineers Estimate 33 4,215 0 0 0 0 0 0 0 0 1 189 0 0 0 0 34 4,404
10.3 Update Specifications 45 5,870 0 0 0 0 0 0 0 0 1 189 0 0 0 0 46 6,059
10.4 RE Pending Files 10 1,216 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 1,216
10.5 Final PS&E Submittals 112 14,478 0 0 0 0 0 0 0 0 6 874 32 3,594 0 0 150 18,946
Task 11 -Conditional Letter of Map Revision 10 1,618 0 0 142 18,729 0 0 0 0 0 0 0 0 0 0 152 20,347
11.1 Prepare CLOMR 10 1,618 0 0 130 16,480 0 0 0 0 0 0 0 0 0 0 140 18,099
EXHIBIT A-1
WKE TEAM SUMMARY
Final PS&E
Temescal Canyon Bridge over Temescal Wash Replacement
City of Lake Elsinore
TASK DESCRIPTION WKE LSA West EMI (DBE)Guida LIN(DBE)TAT(DBE)EPIC TOTALS
11.2 Regulatory Coordination 0 0 0 0 12 2,249 0 0 0 0 0 0 0 0 0 0 12 2,249
Task 12 -Right of Way Service 66 9,170 0 0 0 0 0 0 200 30,427 0 0 0 0 252 29,408 518 69,004
12.1 Prepare ROW Requirements Map 58 6,787 0 0 0 0 0 0 0 0 0 0 0 0 0 0 58 6,787
12.2 Prepare Legal Descriptions &Plats 2 596 0 0 0 0 0 0 200 30,427 0 0 0 0 0 0 202 31,022
12.3 Right-of-Way Appraisals 4 1,191 0 0 0 0 0 0 0 0 0 0 0 0 16 3,170 20 4,361
12.4 Right-of-Way Appraisal Reviews 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 6,021 44 6,021
12.5 Right of Way Settlement/Prepare Acquisition Documents 0 0 0 0 0 0 0 0 0 0 0 0 0 0 132 14,023 132 14,023
12.6 Title Escrow Coordination 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 1,298 15 1,298
12.7 Caltrans Right-of- Way Certification Oversight Coordination 2 596 0 0 0 0 0 0 0 0 0 0 0 0 45 4,896 47 5,491
Task 13 -Habitat Mitigation and Monitoring Plan 20 5,955 340 48,746 0 0 0 0 0 0 0 0 280 30,942 0 0 640 85,643
13.1 Habitat Mitigation and Monitoring Plan (HMMP)16 4,764 340 48,746 0 0 0 0 0 0 0 0 0 0 0 0 356 53,510
13.2 Planting Plans 4 1,191 0 0 0 0 0 0 0 0 0 0 123 13,531 0 0 127 14,722
13.3 Temporary Irrigation Plans 0 0 0 0 0 0 0 0 0 0 0 0 157 17,412 0 0 157 17,412
Task 14 -Permits 60 9,711 348 53,447 0 0 0 0 0 0 0 0 0 0 0 0 408 63,158
14.1 CDFW 1600 Streambed Alteration Agreement 16 2,725 72 10,501 0 0 0 0 0 0 0 0 0 0 0 0 88 13,227
14.2 ACOE Section 404 Nationwide Permit 20 3,237 44 6,542 0 0 0 0 0 0 0 0 0 0 0 0 64 9,779
14.3 RWQCB Section 401 Water Quality Certification 24 3,748 44 6,542 0 0 0 0 0 0 0 0 0 0 0 0 68 10,291
14.4 DBESP Revisions & Recirculation 0 0 188 29,861 0 0 0 0 0 0 0 0 0 0 0 0 188 29,861
Task 15 -Environmental Revalidations 90 13,207 47 5,836 0 0 0 0 0 0 0 0 0 0 0 0 137 19,043
15.1 Environmental Revalidation 90 13,207 47 5,836 0 0 0 0 0 0 0 0 0 0 0 0 137 19,043
Task 16 -WQMP &SWPP 264 29,417 0 0 0 0 0 0 0 0 0 0 0 0 0 0 264 29,417
16.1 Water Quality Management Plan 156 17,461 0 0 0 0 0 0 0 0 0 0 0 0 0 0 156 17,461
16.2 Storm Water Pollution Prevention Plan 108 11,956 0 0 0 0 0 0 0 0 0 0 0 0 0 0 108 11,956
Task 17-Construction Support 182 31,125 547 75,886 63 8,651 34 5,240 0 0 45 5,774 64 7,679 0 0 935 134,354
17.1 Pre-Construction Support
17.1.1 Attend Pre-Bid Meeting 4 1,191 12 2,082 0 0 0 0 0 0 4 756 4 521 0 0 24 4,550
17.1.2 Respond to RFI 18 3,449 0 0 0 0 0 0 0 0 0 0 18 2,147 0 0 36 5,597
17.2 Construction Support
17.2.1 Review Submittals 36 6,292 0 0 0 0 0 0 0 0 41 5,018 20 2,408 0 0 97 13,719
17.2.2 Respond to RFI 72 13,540 0 0 0 0 34 5,240 0 0 0 0 22 2,603 0 0 128 21,383
17.3 Environmental Support 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
17.3.1 On-Site Pre-construction Meeting 0 0 24 3,426 0 0 0 0 0 0 0 0 0 0 0 0 24 3,426
17.3.2 Nesting Bird Surveys 0 0 66 9,176 0 0 0 0 0 0 0 0 0 0 0 0 66 9,176
17.3.3 Construction Monitoring (12-weeks)0 0 292 41,190 0 0 0 0 0 0 0 0 0 0 0 0 292 41,190
17.4 Develop As-Built Plans 46 5,546 0 0 0 0 0 0 0 0 0 0 0 0 0 0 46 5,546
17.5 1 Year Monitoring of Planting After Construction 0 0 68 9,084 0 0 0 0 0 0 0 0 0 0 0 0 68 9,084
17.6 Pre-Construction Burrowing Owl Surveys 1 298 48 6,976 0 0 0 0 0 0 0 0 0 0 0 0 49 7,274
17.7 LOMR 5 809 0 0 63 8,651 0 0 0 0 0 0 0 0 0 0 68 9,460
17.8 Pre-Construction Bat Survey 0 0 37 3,952 0 0 0 0 0 0 0 0 0 0 0 0 37 3,952
OTHER DIRECT COST 4,826 50,410 15,038 37,656 1,500 434 295 42,550 152,709
Travel 1,768 3,500 64 3,379 0 214 295 1,001 10,220
Reproductions 2,234 1,000 66 0 0 60 0 0 3,360
Mail 825 300 108 0 0 160 0 400 1,793
Drilling Rig Rental 0 0 0 16,781 0 0 0 0 16,781
Drums, Soil Disposal, Lift-gate Truck 0 0 0 4,890 0 0 0 0 4,890
County of Riverside DEH Well Permit 0 0 0 866 0 0 0 0 866
Drill Rig Rental and Supplies, Groundwater Monitoring Wells 0 0 0 9,240 0 0 0 0 9,240
Water Quality Testing (Group Delta)0 16,905 0 0 0 0 0 0 16,905
Appraisal Reports 0 0 0 0 0 0 0 17,499 17,499
Records Search 0 0 300 0 0 0 0 250 550
Title Reports 0 0 0 0 0 0 0 5,400 5,400
Permit Fees 0 27,930 14,500 2,500 0 0 0 0 44,930
Drone 0 400 0 0 1,500 0 0 0 1,900
GPS 0 375 0 0 0 0 0 0 375
Potholing 0 0 0 0 0 0 0 18,000 18,000
Exhibit 10-H Rounding Adjustment 6 2 1 1 -1 0 1 0 10
TOTAL 5,651 777,058 1,657 294,067 545 89,731 697 133,302 691 103,707 153 21,326 979 110,550 598 111,507 10,971 1,641,248