HomeMy WebLinkAbout10 - C-3369 - Intersection ImprovementsOctober 24, 2000
CITY COUNCIL AGENDA
ITEM NO. 10
TO: Mayor and Members of the City Council
FROM: Public Works Department
SUBJECT: DESIGN OF IMPROVEMENTS FOR THE INTERSECTION OF
JAMBOREE ROAD AND MACARTHUR BOULEVARD, CONTRACT NO.
3369 — APPROVAL OF PROFESSIONAL SERVICES AGREEMENT
WITH KFM ENGINEERING
RECOMMENDATIONS:
1. Approve a Professional Services Agreement with KFM Engineering Inc., of
Foothill Ranch, California, for professional engineering services for a contract
price of $93,285.
2. Authorize the transfer of $37,000 from 7251- C5100584 to 7284- C5100584 to
correctly identify the funds as a component of the Measure M Combined
Transportation Funding Program.
3. Authorize a budget adjustment to recognize an additional $23,000 available to
the City from the Measure M Combined Transportation Funding Program.
DISCUSSION:
As part of the City's adopted FY 00 -01 Capital Improvement Program, staff invited five
engineering firms to submit their proposals to provide engineering design services for
the improvements at the intersection of Jamboree Road and MacArthur Boulevard. The
proposed improvements include widening MacArthur Boulevard in order to add second
northbound and southbound left turn lanes on MacArthur Boulevard in addition to a
northbound right turn lane on MacArthur Boulevard approaching Jamboree Road. Staff
is working with the City of Irvine with regards to right -of -way acquisition needed for the
improvements.
These projects are funded for engineering this fiscal year, right -of -way acquisition in FY
2001 -02 ($592,000), and construction in FY 2002 -03 ($730,000) respectively, through
the Measure M Combined Transportation Funding Program. The scope of the
professional services will include survey, utility investigation and coordination,
pavement studies, hydrology and hydraulic studies to design the relocated drainage
systems, striping plans, traffic control plans, street design, specifications, cost
estimates, retaining wall plan, and landscaping and irrigation plans.
SUBJECT: DESIGN OF IMPROVEMENTS FOR THE INTERSECTION OF JAMBOREE ROAD AND MACARTHUR
BOULEVARD — APPROVAL OF PROFESSIONAL SERVICES AGREEMENT WITH KFM ENGINEERING
October 24, 2000
Page 2
Four firms responded to the City's request for proposals:
• Berryman & Henigar
• KFM Engineering
• RBF Consulting
• Willdan Associates
Staff independently reviewed the firms' qualifications„ past experience on similar
projects, and availability, and ranked KFM Engineering, Inc., (KFM) the highest. Upon
selection, staff negotiated with KFM to provide the necessary scope of services for a
fee of $93,285.
KFM has completed engineering services competently and professionally on similar
projects for our City and other local agencies in Southern California.
A portion of the funds for this project was incorrectly budgeted in Account No. 7251 -
05100584 (Contributions). The funding sources are through the Measure M Combined
Transportation Funding Program (Intersection Improvement Program $67,200; and
Growth Management Area #8 $60,000), and should have been budgeted in Account
No. 7284- C5100584. The City competes for these funds with other local agencies and
during the budgeting process staff anticipated an award of $37,000 from Growth
Management Area #8. The actual award has been increased by $23,000 for a total of
$60,000.
Funds for this project are available in the following account:
Account Name Account Number Amount
OCCTFP 7284- C5100584 $ 93,285
Respectfully submitted,
PUBLIC WORKS DEPARTMENT
Don Webb, Director
^I I,
Bill •• 1
City Engineer
Attachments: Project Location Map
Professional Services Agreement
Exhibit "A" Scope of Services
Exhibit "B" Schedule of Hourly Billing Rates
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PROFESSIONAL SERVICES AGREEMENT
FOR
JAMBOREE ROAD /MACARTHUR BOULEVARD INTERSECTION IMPROVEMENTS
THIS AGREEMENT, entered into this day of
2000, by and
between CITY OF NEWPORT BEACH , a Municipal Corporation (hereinafter referred to
as "City "), and KFM Engineering, Inc., whose address is 26632 Towne Centre Drive,
Suite 240, Foothill Ranch, California, 92610, (hereinafter referred to as "Consultant'), is
made with reference to the following:
RECITALS
A. City is a Municipal Corporation duly organized and validly existing under the
laws of the State of California with the power to carry on its business as it is
now being conducted under the statutes of the State of California and the
Charter of City.
B. City is planning to implement improvements to Jamboree Road and
MacArthur Boulevard hereinafter referred to PROJECT.
C. City desires to engage Consultant to provide professional engineering
services for intersection improvements which include widening MacAuhur
Boulevard in order to add a second northbound and southbound left turn
lane as well as a dedicated northbound right turn lane approaching
Jamboree Road upon the terms and conditions contained in this
Agreement.
D. The principal member for the Consultant for the purpose of this Project is
Rick Kreuzer, P.E., President.
E. City has solicited and received a proposal from Consultant, has reviewed
the previous experience and evaluated the expertise of Consultant and
desires to contract with Consultant under the terms of conditions provided in
this Agreement.
NOW, THEREFORE, it is mutually agreed by and between the undersigned
parties as follows:
1. TERM
The term of this Agreement shall commence on the 24th day of October 2000, and
shall terminate on the 30th day of June 2003, unless terminated earlier as set forth
herein.
2. SERVICES TO BE PERFORMED
Consultant shall diligently perform all the duties set forth in the scope of services,
attached hereto as Exhibit "A" and incorporated herein by reference.
3. COMPENSATION TO CONSULTANT
City shall pay Consultant for the services in accordance with the provisions of this
Section and the scheduled billing rates set forth in Exhibit "B" attached hereto and
incorporated herein by reference. No rate changes shall be made during the term of this
Agreement without prior written approval of City. Consultant's compensation for all work
performed in accordance with this Agreement shall not exceed the total contract price of
ninety three thousand two hundred eighty five dollars ($93,285).
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3.9 Consultant shall maintain accounting records of its billings which includes
the name of the employee, type of work performed, times and dates of all work which is
billed on an hourly basis and all approved incidental expenses including reproductions,
computer printing, postage and mileage.
3.2 Consultant shall submit monthly invoices to City payable by City within thirty
(30) days of receipt of invoice subject to the approval of City.
3.3 Consultant shall not receive any compensation for extra work without prior
written authorization of City. Any authorized compensation shall be paid in accordance
with the schedule of the billing rates as set forth in Exhibit "B ".
3.4 City shall reimburse Consultant only for those costs or expenses which
have been specifically approved in this Agreement, or specifically approved in advance by
City. Such cost shall be limited and shall include nothing more than the following costs
incurred by Consultant:
A. The actual costs of subconsultants for performance of any of the services
which Consultant agrees to render pursuant to this Agreement which have
been approved in advance by City and awarded in accordance with the
terms and conditions of this Agreement.
B. Approved computer data processing and reproduction charges.
C. Actual costs and /or other costs and /or payments specifically authorized in
advance in writing and incurred by Consultant in the performance of this
Agreement.
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4. STANDARD OF CARE
4.1 All of the services shall be performed by Consultant or under Consultant's
supervision. Consultant represents that it possesses the professional and technical
personnel required to perform the services required by this Agreement and that it will
perform all services in a manner commensurate with the community professional
standards. All services shall be performed by qualified and experienced personnel who
are not employed by City nor have any contractual relationship with City. Consultant
represents and warrants to City that it has or shall obtain all licenses, permits,
qualifications and approvals required of its profession. Consultant further represents and
warrants that it shall keep in effect all such licenses, permits and other approvals during
the term of this Agreement.
4.2 Consultant shall not be responsible for delay, nor shall Consultant be
responsible for damages or be in default or deemed to be in default by reason of strikes,
lockouts, accidents, or acts of God, or the failure of City to furnish timely information or to
approve or disapprove Consultant's work promptly, or delay or faulty performance by City,
contractors, or governmental agencies, or any other delays beyond Consultant's control
or without Consultant's fault.
5. INDEPENDENT PARTIES
City retains Consultant on an independent contractor basis and Consultant is not
an employee of City. The manner and means of conducting the work are under the
control of Consultant, except to the extent they are limited by statute, rule or regulation
and the expressed terms of this Agreement. Nothing in this Agreement shall be deemed
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to constitute Consultant or any of Consultant's employees or agents to be the agents or
employees of City. Consultant shall have the responsibility for and control over the details
in means of performing the work provided that Consultant is in compliance with the terms
of this Agreement. Anything in this Agreement which may appear to give City the right to
direct Consultant as to the details of the performance of the services or to exercise a
measure of control over Consultant shall mean that Consultant shall follow the desires of
City only in the results of the services.
6. COOPERATION
Consultant agrees to work closely and cooperate fully with City's designated
Project Administrator, and any other agencies which may have jurisdiction or interest in
the work to be performed. City agrees to cooperate with Consultant on Project.
7. PROJECT MANAGER
Consultant shall assign Project to a Project Manager, who shall coordinate all
phases of Project. This Project Manager shall be available to City at all reasonable times
during term of Project. Consultant has designated Rick Kreuzer, P.E. to be its Project
Manager. Consultant shall not bill any personnel to Project other than those personnel
identified in Exhibit "B ", whether or not considered to be key personnel, without City's prior
written approval by name and specific hourly billing rate. Consultant shall not remove or
reassign any personnel designated in this Section or assign any new or replacement
person to Project without the prior written consent of City. City's approval shall not be
unreasonably withheld with respect to removal or assignment of non -key personnel.
Consultant, at the sole discretion of City, shall remove from Project any of its
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personnel assigned to the performance of services upon written request of City.
Consultant warrants it will continuously furnish the necessary personnel to complete
Project on a timely basis as contemplated by this Agreement.
8. TIME OF PERFORMANCE
Time is of the essence in the performance of the services under this Agreement
and the services shall be performed by Consultant in accordance with the schedule
specified below. The failure by Consultant to strictly adhere to the schedule may result in
termination of this Agreement by City, and the assessment of damages against
Consultant for delay. Notwithstanding the foregoing, Consultant shall not be responsible
for delays which are due to causes beyond Consultant's reasonable control. However, in
the case of any such delay in the services to be provided for Project, each party hereby
agrees to provide notice to the other party so that all delays can be addressed.
8.1 Consultant shall submit all requests for extensions of time for performance
in writing to the Project Administrator not later than ten (10) calendar days after the start
of the condition, which purportedly causes a delay, and not later than the date upon which
performance is due. The Project Administrator shall review all such requests and may
grant reasonable time extensions for unforeseeable delays, which are beyond
Consultant's control.
8.2 For all time periods not specifically set forth herein, Consultant shall
respond in the most expedient and appropriate manner under the circumstances, by
either telephone, fax, hand delivery or mail.
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9. CITY POLICY
Consultant will discuss and review all matters relating to policy and project
direction with the Project Administrator in advance of all critical decision points in order to
ensure that the Project proceeds in a manner consistent with City goals and policies.
10. CONFORMANCE TO APPLICABLE REQUIREMENT
All work prepared by Consultant shall conform to applicable city, county, state and
federal law, regulations and permit requirements and be subject to approval of the Project
Administrator and City Council.
11. PROGRESS
Consultant is responsible to keep the Project Administrator and /or his/her duly
authorized designee informed on a regular basis regarding the status and progress of the
work, activities performed and planned, and any meetings that have been scheduled or
are desired.
12. HOLD HARMLESS
Consultant shall indemnify, defend, save and hold harmless City, its City Council,
boards and commissions, officers and employees from and against any and all loss,
damages, liability, claims, allegations of liability, suits, costs and expenses for damages of
any nature whatsoever, including, but not limited to, bodily injury, death, personal injury,
property damages, or any other claims arising from any and all negligent acts or
omissions of Consultant, its employees, agents or subcontractors in the performance of
services or work conducted or performed pursuant to this Agreement, excepting only the
active negligence or willful misconduct of City, its officers or employees, and shall include
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attorneys' fees and all other costs incurred in defending any such claim. Nothing in this
indemnity shall be construed as authorizing, any award of attorneys' fees in any action on
or to enforce the terms of this Agreement.
13. INSURANCE
Without limiting consultant's indemnification of City, and prior to commencement of
work, Consultant shall obtain and provide and maintain at its own expense during the
term of this Agreement policy or policies of liability insurance of the type and amounts
described below and satisfactory to City. Certification of all required policies shall be
signed by a person authorized by that insurer to bind coverage on its behalf and must be
filed with City prior to exercising any right or performing any work pursuant to this
Agreement. Except workers compensation and errors and omissions, all insurance
policies shall add City, its elected officials, officers, agents, representatives and
employees as additional insured for all liability arising from Consultant's services as
described herein.
All insurance policies shall be issued by an insurance company certified to do
business in the State of California, with original endorsements, with Best's A- VII or better
carriers, unless otherwise approved by City Risk Manager.
A. Worker's compensation insurance covering all employees and principals of
Consultant, per the laws of the State of California.
B. Commercial general liability insurance covering third party liability risks,
including without limitation, contractual liability, in a minimum amount of $1
million combined single limit per occurrence for bodily injury, personal injury
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and property damage. If commercial general liability insurance or other
form with a general aggregate is used, either the general aggregate shall
apply separately to this Project, or the general aggregate limit shall be twice
the occurrence limit.
C. Commercial auto liability and property insurance covering any owned and
rented vehicles of Consultant in a minimum amount of $1 million combined
single limit per accident for bodily injury and property damage.
D. Professional errors and omissions insurance which covers the services to
be performed in connection with this Agreement in the minimum amount of
one million Dollars ($1,000,000).
Said policy or policies shall be endorsed to state that coverage shall not be
canceled by either party, except after thirty (30) days' prior notice has been given in
writing to City. Consultant shall give City prompt and timely notice of claim made or suit
instituted arising out of Consultant's operation hereunder. Consultant shall also procure
and maintain, at its own cost and expense, any additional kinds of insurance, which in its
own judgment may be necessary for its proper protection and prosecution of the work.
Consultant agrees that in the event of loss due to any of the perils for which it has
agreed to provide comprehensive general and automotive liability insurance, that
Consultant shall look solely to its insurance for recovery. Consultant hereby grants to
City, on behalf of any insurer providing comprehensive general and automotive liability
insurance to either Consultant or City with respect to the services of Consultant herein, a
waiver of any right of subrogation which any such insurer of said Consultant may acquire
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against City by virtue of the payment of any loss under such insurance.
14. PROHIBITION AGAINST TRANSFERS
Consultant shall not assign, sublease, hypothecate or transfer this Agreement or
any of the services to be performed under this Agreement, directly or indirectly, by
operation of law or otherwise without prior written consent of City. Any attempt to do so
without consent of City shall be null and void.
The sale, assignment, transfer or other disposition of any of the issued and
outstanding capital stock of Consultant, or of the interest of any general partner or joint
venturer or syndicate member or co- tenant if Consultant is a partnership or joint- venture
or syndicate or co- tenancy, which shall result in changing the control of Consultant, shall
be construed as an assignment of this Agreement. Control means fifty percent (50 %) or
more of the voting power, or twenty-five percent (25 %) or more of the assets of the
corporation, partnership orjoint- venture.
15. OWNERSHIP OF DOCUMENTS
Each and every report, draft, work product, map, record and other document
reproduced, prepared or caused to be prepared by Consultant pursuant to or in
connection with this Agreement shall be the exclusive property of City.
Documents, including drawings and specifications, prepared by Consultant
pursuant to this Agreement are not intended or represented to be suitable for reuse by
City or others on any other project. Any use of completed documents for other projects
and any use of incomplete documents without specific written authorization from
Consultant will be at City's sole risk and without liability to Consultant. Further, any and
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all liability arising out of changes made to Consultant's deliverables under this Agreement
by City or persons other than Consultant is waived as against Consultant and City
assumes full responsibility for such changes unless City has given Consultant prior notice
and has received from Consultant written consent for such changes.
Consultant shall, at such time and in such forms as City may require, furnish
reports concerning the status of services required under this Agreement.
16. CONFIDENTIALITY
The information, which results from the services in this Agreement, is to be kept
confidential unless the release of information is authorized by City.
17. CITY'S RESPONSIBILITIES
In order to assist Consultant in the execution of his responsibilities under this
Agreement, City agrees to provide the following:
A. City will provide access to and upon request of Consultant, provide one
copy of all existing record information on file at City and will provide all such
materials in a timely manner so as not to cause delays in Consultant's work
schedule.
B. Provide blueprinting, copying and other services through City's reproduction
company for each of the required submittals. Consultant will be required to
coordinate the required submittals with City's reproduction company. All
other reproduction will be the responsibility of Consultant and as defined
above.
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18. ADMINISTRATION
This Agreement will be administered by the Public Works Department. Bill
Patapoff, City Engineer shall be considered the Project Administrator and shall have the
authority to act for City under this Agreement. The Project Administrator or his /her
authorized representative shall represent City in all matters pertaining to the services to
be rendered pursuant to this Agreement.
19. RECORDS
Consultant shall keep records and invoices in connection with the work to be
performed under this Agreement. Consultant shall maintain complete and accurate
records with respect to the costs incurred under this Agreement. All such records shall be
clearly identifiable. Consultant shall allow a representative of City during normal business
hours to examine, audit and make transcripts or copies of such records. Consultant shall
allow inspection of all work, data, documents, proceedings and activities related to the
Agreement for a period of three (3) years from the date of final payment under this
Agreement.
20. WITHHOLDINGS
City may withhold payment of any disputed sums until satisfaction of the dispute
with respect to such payment. Such withholding shall not be deemed to constitute a
failure to pay according to the terms of this Agreement. Consultant shall not discontinue
work for a period of thirty (30) days from the date of withholding as a result of such
withholding. Consultant shall have an immediate right to appeal to the City Manager or
his designee with respect to such disputed sums. Consultant shall be entitled to receive
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interest on any withheld sums at the rate of seven percent (7 %) per annum from the date
of withholding of any amounts found to have been improperly withheld.
21. ERRORS AND OMISSIONS
In the event of errors or omissions that are due to the negligence or professional
inexperience of Consultant which result in expense to City greater than would have
resulted if there were not errors or omissions in the work accomplished by Consultant, the
additional design, construction and /or a restoration expense shall be borne by Consultant.
Nothing in this paragraph is intended to limit City's rights under any other sections of this
Agreement.
22. CITY'S RIGHT TO EMPLOY OTHER CONSULTANTS
City reserves the right to employ other consultants in connection with Project.
23. CONFLICTS OF INTEREST
A. Consultant or its employees may be subject to the provisions of the
California Political Reform Act of 1974 (the "Act "), which (1) requires such
persons to disclose financial interest that may foreseeably be materially
affected by the work performed under this Agreement, and (2) prohibits
such persons from making, or participating in making, decisions that will
foreseeably financially affect such interest.
B. If subject to the Act, Consultant shall conform to all requirements of the Act.
Failure to do so constitutes a material breach and is grounds for termination
of this Agreement by City. Consultant shall indemnify and hold harmless
City for any and all claims for damages resulting from Consultant's violation
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of this Section.
24. SUBCONSULTANT AND ASSIGNMENT
Except as specifically authorized under this Agreement, the services included in
this Agreement shall not be assigned, transferred, contracted or subcontracted
without prior written approval of City.
25. NOTICES
All notices, demands, requests or approvals to be given under this Agreement
shall be given in writing and conclusively shall be deemed served when delivered
personally or on the third business day after the deposit thereof in the United States mail,
postage prepaid, first class mail, addressed as hereinafter provided.
Ali notices, demands, requests or approvals from Consultant to City shall be
addressed to City at:
Bill Patapoff, City Engineer
City of Newport Beach
3300 Newport Boulevard
P. O. Box 1768
Newport Beach, CA, 92658 -8915
(949) 644 -3311
Fax (949) 644 -3318
All notices, demands, requests or approvals from City to Consultant shall be
addressed to Consultant at:
Attention: Rick Kreuzer, P.E.
President
KFM Engineereing, Inc.
26632 Towne Centre Drive, Suite 240
Foothill Ranch, CA 92610
(949) 580 -3838
Fax(949)580 -3837
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26. TERMINATION
In the event either part hereto fails or refuses to perform any of the provisions
hereof at the time and in the manner required hereunder, that party shall be deemed in
default in the performance of this Agreement. If such default is not cured within a period
of two (2) days, or if more than two (2) days are reasonably required to cure the default
and the defaulting party fails to give adequate assurance of due performance within two
(2) days after receipt by defaulting party from the other party of written notice of default,
specifying the nature of such default and the steps necessary to cure such default, the
nondefaulting party may terminate the Agreement forthwith by giving to the defaulting
party written notice thereof.
26.1 City shall have the option, at its sole discretion and without cause, of
terminating this Agreement by giving seven (7) days' prior written notice to Consultant as
provided herein. Upon termination of this Agreement, City shall pay to Consultant that
portion of compensation specified in this Agreement that is earned and unpaid prior to the
effective date of termination.
27. COMPLIANCES
Consultant shall comply with all laws, state or federal and all ordinances, rules and
regulations enacted or issued by City.
28. WAIVER
A waiver by either party of any breach, of any term, covenant or condition
contained herein shall not be deemed to be a waiver of any subsequent breach of the
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same or any other term, covenant or condition contained herein whether of the same or a
different character.
29. INTEGRATED CONTRACT
This Agreement represents the full and complete understanding of every kind or
nature whatsoever between the parties hereto, and all preliminary negotiations and
agreements of whatsoever kind or nature are merged herein. No verbal agreement or
implied covenant shall be held to vary the provisions hereon. Any modification of this
Agreement will be effective only by written execution signed by both City and Consultant.
30. OPINION OF COST
Any opinion of the construction cost prepared by Consultant represents his /her
judgment as a design professional and is supplied for the general guidance of City. Since
Consultant has no control over the cost of labor and material, or over competitive bidding
or market conditions, Consultant does not guarantee the accuracy of such opinions as
compared to contractor bids or actual cost to City.
31. COMPUTER DELIVERABLES
CADD data delivered to City shall include the professional stamp of the engineer in
responsible charge of the work. City agrees that Consultant shall not be liable for claims,
liabilities or losses arising out of, or connected with (a) the modification or misuse by City,
or anyone authorized by City, of CADD data; (b) the decline of accuracy or readability of
CADD data due to inappropriate storage conditions or duration; or (c) any use by City, or
anyone authorized by City, of CADD data for additions to this Project, for the completion
of this Project by others, or for any other project, excepting only such use as is
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authorized, in writing, by Consultant. By acceptance of CADD data, City agrees to
indemnify Consultant for damages and liability resulting from the modification or misuse
of such CADD data.
All drawings shall be transmitted to the City in Auto Cad version 14 in ".dwg" file
format. All written documents shall be transmitted to the City in Microsoft Word 97 and
Microsoft Excel 97 and be consistent with Microsoft Office 97.
32. PATENT INDEMNITY
Consultant shall indemnify City, its agents, officers, representatives and
employees against liability, including costs, for infringement of any United States' letters
patent, trademark, or copyright infringement, including costs, contained in Consultant's
drawings and specifications provided under this Agreement.
IN WITNESS WHEREOF, the parties have caused this Agreement to be executed
on the day and year first written above.
APPROVED AS TO FORM:
0
Robin Clauson
Assistant City Attorney
ATTEST:
CITY OF NEWPORT BEACH
A Municipal Corporation
Mayor
City of Newport Beach
CONSULTANT
By: By:
LaVonne Harkless Rick Kreuzer, P.E.
City Clerk President
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C) kA "A'
KFM
September 28, 2000
Mr. Bill Patapoff, P.E.
City of Newport Beach
Public Works Department
3300 Newport Boulevard
Newport Beach, CA 92658
SM 2 92000
r
RE: Revised Proposal for Professional Engineering Services for the Jamboree Road /
Macarthur Boulevard Intersection Improvements.
Dear Mr. Patapoff:
KFM appreciates the opportunity to submit this proposal. We believe we are very well qualified
for the subject project, having completed numerous intersection widening projects within Orange
County over the last three years.
Our proposal is formatted as follows:
SECTION 1.0 ............PROJECT OVERVIEW
SECTION 2.0 ............SCOPE OF WORK
SECTION 3.0 ............MANHOUR ALLOCATION
SECTION 4.0 ............SCHEDULE
SECTION 5.0 ............QUALIFICATIONS
Per the requirements of the RFP, we have enclosed our proposed fee in a separate sealed
envelope.
Once again, we appreciate the opportunity to be of further service to the City of Newport Beach.
If you have any questions regarding this proposal or require additional information, please do
not hesitate to give me a call.
Re 4tfullbmitted:
/00 Rick Kreuzer, P.E.
President
26052 Tcvrne Centre Drive • Suite 240 • Foothill Ranch • California
Ph: 949.580.3838 Fax; 540.560.3837
92610
1.0 PROJECT OVERVIEW
The City of Newport Beach has solicited proposals for the design of improvements to the
Jamboree Road / MacArthur Boulevard intersection. The proposed improvements consist of
widening MacArthur Boulevard in order to add a second northbound and southbound left turn
lane as well as a dedicated northbound right turn lane approaching Jamboree Road. This
northbound right will serve to alleviate a significant amount of "cut through" traffic which utilizes
Fairchild Road in the A.M. peak to avoid the congested intersection. The right turn lane will
greatly improve this situation.
Another proposed improvement will be the modification of the existing raised "pork chop"
median island in the northeast quadrant of the intersection for the purpose of eliminating the
W/B Jamboree to N/B MacArthur free right turn. This free right turn is underutilized and,
according to City staff, deleting it will not adversely affect the future Level of Service of the
intersection. Furthermore, the elimination of the free right will alleviate an existing weaving
problem due to the proximity of the existing bus stop and driveway on the north leg of MacArthur
Boulevard.
In preparation of this proposal, KFM has:
• Conducted a thorough field review of the project and developed a comprehensive
photo log to document existing site conditions.
• Collected and reviewed City drainage atlas sheets for the project area.
• Discussed the project with City staff.
We believe these research efforts have given us a good understanding of the project
requirements and the key issues, as summarized below, which we believe will need to be
addressed for successful completion of the project.
KEYISSUES
Geometrics
As discussed in detail in the scope of work section of this proposal, KFM will prepare a detailed
Geometric Plan for City approval prior to commencement of right -of -way acquisition documents
and final plans. This plan will tie down all improvements (stations /offsets and curve data) and
will also present multiple options for the reconfiguration of the raised island in the northeast
quadrant of the intersection. The projected future left and right turn peak hour turning volumes
will be coordinated closely with City traffic staff in order to set the proper pocket lengths.
Another design consideration when developing the geometric design will be to accommodate
the ultimate roadway configuration for Jamboree Road which calls for 4 through lanes in the
southbound direction through the intersection. Our geometric alignment will be developed to
minimize future "throw -away" costs upon implementation of these ultimate improvements.
Right of Way
There are three parcels which will be impacted on the southeast corner due to the proposed
improvements. Additionally, there will be excess public right of way on the northeast corner due
to the proposed "pulling in" of the curb return in this area. KFM will prepare all right of way
documents required (legal, plats, deeds, etc.) necessary to affect the acquisition /transfer of land
necessary to construct the project.
KFM has recently prepared an aggregate total of over
200 legal descriptions and plats for the acquisition of
tight -of -way for the Katella Avenue and Imperial
Highway Smart Street Improvement projects.
Drainage
As evidenced in the photograph below, there exists a battery of three storm drain inlets on the
east side of MacArthur south of the intersection.
Furthermore, there is another battery of three inlets on Jamboree Road leg of the southeast
corner. The construction of a right turn lane will necessitate the reconstruction of all six of these
inlets at the new curb line location. KFM will complete a hydrology analysis including flooded -
width and inlet sizing calculations in order to justify the location and size of the inlets required to
satisfy the flooded width criteria for the project.
Retaining Wall
As depicted in the figure above the construction of a right turn lane on the southeast corner will
encroach into a pretty significant slope which separates MacArthur Boulevard from the parking
lot on top of the slope. We estimate that the proposed wall could be as high as 12 to 14 feet.
Due to the significance of this wall, KFM will not be using a cookbook (standard plan) for the
basis of design, but will employ the services of a structural designer, McLean & Schultz, to
provide site specific design details /calculations for the wall. This approach will also enable us to
address special footing requirements should there be any utility conflicts and to incorporate any
wall aesthetic features such as special facing treatments, if the City so desires.
Utility Coordination
Utility coordination is a very important aspect of any project. KFM employs a very
comprehensive and detailed approach to coordinating with utility agencies. Of particular
concern will be the Southern California Edison and Pacific Bell Telephone vaults located on the
southeast corner. Both of these vaults, depicted in the photos below, will require relocation
and /or adjustment (including traffic bearing lids) in order to accommodate the proposed
widening. KFM shall establish early contact with the service planners for these facilities to
insure that the modifications to these facilities do not impact the construction schedule for this
project.
Agency Coordination
The southeast corner of the intersection is in the City of Irvine. KFM will proactively coordinate
with City of Irvine staff regarding the proposed improvements as well as the right of way
acquisition required within their City.
KFM staff, while with LIMA Engineering, completed
numerous design projects for the City of Irvine. We are
familiar with their staff and their design guidelines.
Project Management
No project is successful without effective project management. KFM Engineering was founded
on the philosophy of providing hands -on, experienced, proactive project management on all
projects. This project will be no exception. Our proposed Project Manager, Rick Kreuzer, has
17 years of design and project management experience. He will not only be involved with
project management and oversight, but will also be involved in day to day design of the project.
We strongly encourage the City of Newport Beach to contact any of our client references cited
herein regarding Mr. Kreuzer's and the balance of KFM Team's performance on past projects.
2.0 SCOPE OF WORK
Task 1— Data Collection
KFM shall collect and review all record information including, but not necessarily limited to, the
following:
• As -built drawings *
• Utility record drawings
• Right -of -way record maps "
• Assessors parcel maps
• Benchmark information
• Centerline intersection ties
• Drainage Index Maps *
* denotes information already gathered by KFM in preparation of this proposal.
Task 2 — Field Survey
Field survey work shall consist of the following subtasks:
♦ HorizontalNertical Tie in centerline monumentation and run
bench loop.
♦ Aerial Control Set aerial targets and tie -in to horizontal /
vertical control.
♦ Cross Sections Survey cross sections will be taken at 25
foot intervals for the entire project stretch.
Elevations shall be obtained at centerline,
lane lines, grade breaks, lip of gutter,
flowline, top of curb and to 20' beyond the
proposed right of way.
♦ Grid Survey A complete grid survey of the
Jamboree / Macarthur intersection will be
completed. Elevations will be taken on a 10
foot grid for the entire intersection.
♦ Monumentation Locate existing centerline monumentation
and reset with temporary points, as
required.
Surface Topography Locations /elevations will be picked up for all
existing site features (manholes, valves,
pedestals, signs, etc.) to a minimum of 20'
beyond the proposed right of way. This
information will supplement the aerial base
sheets.
Subsurface Information Sewer manholes and storm drain inlets,
catch basins, and manholes will be dipped
to obtain accurate invert elevations. This
as -built information will be critical to
avoiding utility conflicts during construction.
Task 3 — Aerial Topographic Mapping
Aerial topographic mapping will be completed at V =40' scale for the subject project. Mapping
will extend to a minimum of 50 feet beyond the proposed roadway right -of -way. Contours will be
depicted at 1 foot intervals. All surface features such as manholes, valves, vaults and the like
will be depicted.
Task 4 — Base Mapping
Aerial mapping will be downloaded into KFM's CADD system. Utilizing information obtained
under Tasks 1 through 3, KFM will plot all property lines, street right -of -way lines, and
underground utility lines.
Task 5 — Field Reviews
The value of conducting thorough field reviews on a project cannot be underestimated. KFM
believes very strongly in walking our projects in the field throughout the base mapping and
design stages of a project to insure all design issues are considered. Thorough field reviews
will be conducted by the KFM project team throughout the duration of the project.
Task 6 — Utility Investigation and Coordination
Utility coordination will be ongoing throughout the duration of this project and will consist of the
following tasks:
♦ Obtain plans showing location and size of all utility lines and appurtenances
within the project area.
♦ Plot utility lines on Base Map (Task 4).
♦ Cross check plotted locations above with field review information to insure that
existing lines are shown in the proper location. Request potholing from utility
companies, as warranted.
♦ Upon finalizing the proposed roadway improvements, determine where potential
utility conflicts exist and where utility modifications are warranted.
♦ Coordinate with affected utility companies regarding conflicts, relocations and
improvements. Two (2) full sets of plans will be submitted for comment to each
utility agency concurrent with all KFM submittals to the City for plan check. All
correspondence with utility companies will be sent via certified mail.
Task 7— Geotechnfcal Report
Field work will consist of the following:
• Core through the existing pavement at 5 locations. Also obtain subgrade samples by
hand auger. These activities will require lane closure and full traffic control.
Provisions have been made to complete this work on the weekends or during other
periods with lower traffic volumes, if necessary.
Drill 3 borings to total depths of 20 to 25 feet in close proximity to the proposed
retaining wall. The alignment is located on a slope which is currently landscaped with
brush. A tripod drill rig will be used so that disturbance is minimized and so that the
borings are located close to the actual position proposed for the wall.
All borings will be continuously logged at the time of drilling and samples will be recovered for
laboratory testing to establish engineering properties of the soils. The testing will consist of the
following:
- Moisture Content and Unit Weight
- Percent Passing No. 200 Sieve
- Maximum Density
- Direct Shear
- Expansion Index
- Consolidation
- R -Value
- Soluble Sulfates
The field and laboratory work will be compiled and presented in a written report which will also
address the following design issues:
- Existing Pavement Sections
- Subsurface Soil Conditions
- Groundwater
- Expansion Potential
- Subgrade Preparation
- Backfill and Drainage Requirements for Retaining Walls
- Design Earth Pressures
- Vertical and Lateral Capacities for Wall Foundations
- Flexible Pavement
- Foundation Concrete
Task 8 — Geometric Plan
The objective of this task is to formalize the horizontal geometrics for the proposed
improvements prior to proceeding on with the preparation of right of way acquisition documents
and final plans. The Geometric Plan will be prepared at a scale of 1 " =40'. All proposed curb
and new right of way lines will be shown. Additionally, the reconfiguration of the existing
"porkchop" island on the northeast quadrant of the intersection will be analyzed and a
recommended alternative will be put forward by KFM for the City's approval.
The Geometric Plan will also depict all proposed pavement striping as well as any raised
median reconstruction required. All improvements will be tied down horizontally with stations
and offsets. All curve data will be summarized in tabular format.
Task 9 — Aesthetic Concept Plan
An aesthetic concept plan will be developed at a scale of 1 " =40' for the subject project. The
purpose of the plan will be to depict the proposed landscaping improvements and wall facing
treatments. Color graphics and sectional views will be developed and presented to the City of
Newport Beach and the City of Irvine for review and approval prior to commencing the
preparation of final plans.
Task 10 — Right of Way Engineering
This task will include the preparation of legal descriptions and plats for all proposed parcel
acquisitions, including all Temporary Construction Easements (TCE's) required.
The improvements on the southeast quadrant of the intersection (NB MacArthur right turn) will
require partial acquisition of three parcels, summarized as follows:
AP# Description
445 - 132 -09 Office Space on SE Corner
445- 132 -16 Office Space s/o above
445 - 132 -07 Office Space s/o above
Additionally, the reconfiguration of the raised "pork chop" island and the corresponding "pulling
in" of the curb return in the northeast quadrant of the intersection will result in excess public
right -of -way at this corner. Our scope includes any legal /plat/deed preparation required to
transfer this excess right of way to the property owner (Koll /Conexant) should the City so desire.
Otherwise, the City may choose to hold on to the existing right of way and upgrade /retrofit it with
additional landscaping. This scenario is also been accounted for in our scope for preparation of
PS &E (Task 10).
The provision of Preliminary Title Reports for the affected parcels are not included in our scope
of work/fee. We have assumed that the City of Newport Beach would procure these reports
through the title company of their choice and provide them to KFM Engineering.
Task 11— Final PS &E
Based upon the approved Geometric Plan resulting from Task 8, KFM will complete the
construction bid documents in the form of finals plans, specifications and estimates (PS &E). We
envision the following plan set:
Description # Sheets
• Title Sheet ........................................................ ..............................1
• Typical Sections ............................................... ..............................1
• Details .............................................................. ..............................1
• Roadway Plan & Profile .................................... ..............................2
• Intersection Grid Plan ....................................... ..............................1
• Retaining Wall Plan and Profile ........................ ..............................1
• Retaining Wall Details ...................................... ..............................1
• Storm Drain Lateral Plan & Profile ................... ..............................1
• Landscaping Plans ........................................... ..............................2
• Irrigation Plans ................................................. ..............................2
• Street Light Plans ............................................. ..............................1
• Signing and Striping Plans ............................... ..............................1
• Traffic Signal Modification Plans ....................... ..............................1
• Traffic Control Plans ......................................... ..............................2
• Cross Sections .............................................. ............................... 8
TOTAL .......................... 26 Sheets
Roadway plan and profile sheets will be prepared at 1 " =40' horizontal and 1 " =4' vertical scale.
The plans will depict all proposed roadway improvements, including the necessary relocation of
existing utility lines and /or at -grade facilities. Profiles will depict all (median and parkway)
existing and new top of curb elevations for the median and parkway. Any grade breaks within
the roadway cross section will also be addressed
The intersection grid plan will show existing and proposed grades on a 10 foot grid pattern for
the entire Macarthur / Jamboree Intersection. This plan will be prepared at a scale of 1 " =20'.
Retaining wall plan and profile plans will be prepared at a scale of 1 " =40' horizontal, 1 " =4'
vertical. Due to the size of the adjacent slope and the multitude of utilities in the project area,
we are anticipating the preparation of a special design for this wall (not an off - the -shelf standard
plan) and have thus included a retaining wall detail sheet to depict the wall cross section and to
incorporate any special aesthetic features the City may want to include.
There are six large storm drain catch basins which will require reconstruction due to the
implementation of the right turn lane. Therefore, we have included the preparation of a storm
drain lateral plan and profile sheet to depict these improvements. This plan will depict each
inlet / lateral connection at a scale of 1 " =20' horizontal, 1 " =2' vertical. All required improvements
will be depicted, including the collar connections to the existing laterals.
Note: In support of the storm drain improvements, KFM will compute hydrology, flooded
width, and inlet sizing calculations to satisfy the City's drainage design criteria. These
calculations will be formulated into a Drainage Report for the project area which will serve to
substantiate the proposed storm drain improvements. This report is included in our scope of
work for preparation of lateral plan and profile drawings under Task 10.
We have included provisions for retrofit landscape and irrigation improvements for those areas
which are affected by the proposed widening as well as new landscaping and irrigation
improvements in the raised median on the north and south legs of the intersection.
Landscaping and Irrigation plans will be prepared at a scale of 1 " =20' in double plan format.
Street light plans will be prepared at 1 " =40' scale in double plan format. All modifications and /or
new improvements will be depicted. KFM will coordinate service points of connection with SCE.
Signing and striping plans will be prepared at 1 " =40' in double plan format.
A traffic signal modification plan for the intersection will be prepared at a scale of 1 " =20'.
Supporting details will be provided, as necessary.
Due to the high volume of traffic in the project area, we have included preparation of traffic
control plans in our scope of work. We have assumed there would be two phases of work
(Phase 1 for outside widening; Phase 2 for median work) each requiring one 40 scale traffic
control plan in double plan format.
All plans will be prepared using AutoCAD 14. Final mylars and digital files will be provided to the
City upon final approval of the plans.
Quantities and cost estimates shall be completed for the project and submitted with the plans
along with all project submittals.
Task 12 — Project Coordination and Meetings
KFM shall provide all necessary coordination activities and attend all project related meetings
for the duration of the project. No additional compensation will be requested by KFM,
regardless of the number of meetings.
Task 13 — Bidding and Construction Support
This task shall include provision of bid addenda and /or plan clarifications, as well as attendance
at the project preconstruction meeting and other pertinent meetings. KFM shall also be
available to City staff during the construction period to answer questions and provide
clarification to plan and specification issues, as needed.
Task 14 —As -Built Drawings
Upon completion of construction, KFM shall complete as -built drawings for the project. One
hard copy set of plans (mylar), along with digital files will be delivered to the City upon
completion.
Task 15 — Reimbursables
KFM shall provide all reimbursables (mileage, printing, plotting, etc.) for the duration of the
project, excluding bid set reproduction which will be the responsibility of the City of Newport
Beach.
3.0 MANHOUR ALLOCATION
Exhibit A below summarizes the manhours, by task, estimated to complete the scope of work
outlined in Section 2.0 of this proposal.
CITY OF NEWPORT BEACH
MANHOUR ALLOCATION
EXHIBIT A
TASK
KFM STAFF
TOTA
KFM
HHOURS
SUBS.
TOTAL
PM
PE
CADD
SURVEY
1. DATA COLLECTION
2
2
4
4
2. FI9.D SURVEY
- HotvnntaWettiW Control
1
2
3
3
-AerW Control
1
6
7
7
- Cross Secbm & Grids
1
20
11
21
- Monumerrmtion
1
4
5
5
- Surface Topography
1
8
9
9
- Subsurfa lnfomutlon
1
4
5
5
3. AERIAL TOPOGRAPHIC MAPPING
1
1
16
17
4. BASE MAPPING
1
4
16
1
11
21
5. FIELD REVEWS
4
8
11
12
6. UTILITY INVESTIGATION AND COORDINATION
2
8
6
M
16
7. GEOTECHNICAL REPORT
1
2
3
75
78
S. GEOMETRIC PLAN
8
32
24
64
64
9. RIGHT -OF -WAY ENGWEERING
4
16
12
31
32
10. AESTHETIC CONCEPT PLAN
4
8
8
10
16
36
11. FI4ALPS &E
-Tale Shit 1
1
2
4
7
7
-T isalSations 1
4
16
12
31
32
-DctaBs 1
4
12
16
31
32
-R22t Plan &Profie 2
8
40
64
111
112
- fiftmeftn Grid Plan 1
4
12
12
18
28
Rdainim WaI Plan & Profile 1
2
16
20
38
38
- Rdm�ning Wn11 Dda& 1
1
2
8
11
30
41
- Stoner Dmm lateral Plan & Profile I
4
16
16
36
36
Plans 2
2
4
6
30
36
-hTigafion Pim 2
2
4
6
30
36
-Shea Light Plan 1
2
12
16
30
30
-Signing & Suting Plan 1
2
B
12
11
22
- Traffic SWW Modification Plan 1
2
24
32
58
58
- Tmfik Control Plans 2
4
16
24
44
44
-Cross SOC ioMS 8
8
16
32
56
56
-S 'rxtioW
12
12
14
24
-Cost Eelirrate
4
8
11
12
12. PROJECT COORDINATION & MEMM40S
8
12
10
20
13. BIDDING & CONSTRUCTION SUPPORT
2
6
6
14
14
14. AS -BUILT DRAWINGS
2
4
6
11
12
15. RED BURSA13LFS
E
NIA
TOTAL MANHOURS
111
322
346
44
823
197
1020
4.0 SCHEDULE
The project schedule is depicted graphically on Exhibit B on the following page. This schedule
has been developed based upon an assumed agency review duration of fifteen days for the
50% and final reviews and a review duration of 10 days each for the 100% and final design
reviews. Significant project milestones are summarized as follows:
Noticeto Proceed ................... ............................... ............................Day 1
Submit PS &E for 50% Design Review ........... ............................... Week 13
Submit PS &E for 100% Design Review ......... ............................... Week 18
Submit PS &E for Final Review ...................... ............................... Week 21
PS &E Approved; Project Compl ete ............... ............................... Week 24
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5.0 QUALIFICATIONS
PROJECT TEAM
KFM Engineering, Inc. has assembled a Project Team which is knowledgeable and experienced
in all aspects of the subject project. The Project Team structure is illustrated on Exhibit C on the
following page. Personal resumes of the key team members identified are enclosed at the end
of this proposal section.
The Project Manager for the project will be Mr. Rick Kreuzer, P.E. Mr. Kreuzer is a Registered
Civil Engineer in California with 17 years of civil engineering experience, including three years
with the Orange County Environmental Management Agency as a construction inspector, one
year as a Project Engineer for a major Orange County contractor and the last eleven years as a
consultant. As the Project Manager, Mr. Kreuzer will have overall technical responsibility for the
project and will be the client's primary contact. He will also have "hands -on" involvement in the
day to day design of the project. His experience is well suited to this project, as summarized
below:
• 17+ years as a consultant with an emphasis in public works design.
• Numerous storm drain, roadway widening, and reconstruction /rehabilitation projects
completed for various cities in Orange County over the past seventeen years.
• Extensive experience coordinating with utility companies.
• 3 years with OCEMA as field inspector on public works projects. He has a strong
understanding of the construction elements to be considered on a project of this type.
The Project Engineer responsible for the roadway, storm drain and retaining wall design on the
project will be Gary Hammerlee, P.E. Mr. Hammerlee recently joined KFM Engineering. He is a
Registered Engineer in the State of California with 10+ years of public works design experience.
Ed Miller, P.E., T.E. will be responsible for the design of the traffic elements of the project,
including the development of striping, street lighting, traffic signal, and traffic control plans. Mr.
Miller has 16 years of experience in transportation /traffic design. Mr. Miller is a Registered Civil
and Traffic Engineer in the State of California.
The field surveying for the project will be under the direction of Ted Krull, L.S. Mr. Krull serves
as KFM's survey party chief. He is a Registered Land Surveyor in the State of California with
over 22 years of professional experience.
David Jarvi, EIT will be responsible for the preparation of right of way documentation for the
project. Mr. Jarvi recently completed over 100 legal descriptions /plats for right of way
acquisition along Katella Avenue for the City of Anaheim.
Arrowhead Mapping of San Bernardino will supply the aerial mapping for the project. They have
worked extensively with KFM over the last 5 years.
Brian Constant, P.E. of Constant and Dickey (CDI) will oversee the geotechnical report for the
project. CDI is currently working on multiple projects as a subconsultant to KFM.
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McLean & Schultz (M &S) will be providing the necessary structural calculations and details for
the retaining wall. M &S has also worked extensively with KFM on past projects.
Clark and Green (C &G) are a Costa Mesa based landscape architecture firm providing
landscape planning and design services to the public sector. C &G served as KFM's
landscapeArrigation designers on the Katella Avenue Smart Street project recently completed
for the City of Anaheim. C &G also provided the design (as a subconsultant to KFM) for the
landscape improvements on the San Miguel roadway widening project recently completed for
the City of Newport Beach.
RELEVANT EXPERIENCE
The following provides a summary of the most relevant and recent projects KFM has completed.
PROJECT: Katella Avenue Smart Street Improvements Phases 1 and 2
LIMITS:
CLIENT:
REFERENCE:
CONSTRUCTION VALUE:
A/E FEE:
SCHEDULE:
Interstate 5 to Ninth Street
City of Anaheim
Mr. Ralph Harp (714) 765 -5175
$40,000,000
$1,600,000
Construction On- going, Completion November 2000
KFM completed and obtained approval of an Alignment Study and final design for the widening
of 3 miles of Katella Avenue along the Disneyland and Anaheim Convention Center frontages.
This project included the widening of four major intersections, namely Katella /Raster,
Katella /Harbor, Katella/West and Katella/Walnut. The construction of Phase 1, from 1 -5 to
Harbor Boulevard, was completed in June of 1999. Phase 2, extending from Harbor Boulevard
to Ninth Street, is currently under construction and is slated for completion in November of
2000. The total construction value of both phases is approximately $40 million.
The project included the design of street, storm drain, sewer, water, landscape, streetscape and
traffic signal improvements. In addition, KFM staff completed legal descriptions and plats for the
acquisition of all right -of -way required to construct the project. Significant project elements
included the design of a double 8.5 foot x 8 foot concrete box culvert and detailed design of
custom bus shelters, street lights, vault covers, traffic signals and entry monuments in
conformance with Anaheim Resort Area (ARA) standards and aesthetic guidelines. All KFM
design work on this project was completed on -time and within budget. The following depict
some before and after photographs for the recently constructed Phase 1 portion of the project.
(Before)
(After)
(Before) (After)
PROJECT: Fairview / Baker Intersection Improvements
CLIENT: City of Costa Mesa
REFERENCE: Mr. David Sorge (714) 754 -5183
CONSTRUCTION VALUE: $1,500,000
SCHEDULE: Design completed, construction underway
KFM completed the design of widening improvements to the intersection of Fairview Road and
Baker Street in the City of Costa Mesa. This project included the design of street, storm drain,
utility relocation, landscape and irrigation improvements.
PROJECT: Imperial Highway Smart Street Improvements
CLIENT: City of La Habra
REFERENCE: Mr. Majdi Ataya (562) 905 -9721
CONSTRUCTION VALUE: $18,000,000
SCHEDULE: Design 90% complete, Construction in 2001
KFM is currently completing the design of roadway improvements on Imperial Highway from the
Los Angeles County Line to Rose Drive, a total distance of 8.5 miles. This project includes
widening improvements to eight (8) major intersections along Imperial Highway.
KFM's design efforts cover street, storm drain, sound wall, utility, signal and striping, traffic
signal modification, street lighting, and landscape /irrigation improvements. The plan set for this
project consists of over 300 plan sheets and will be processed by KFM through Caltrans District
12 for approval.
KFM is also completing all right of way engineering for this project consisting of a
comprehensive right of way acquisition map and legal descriptions and plats for the partial right
of way acquisition of 124 parcels.
Rick Kreuzer, P.E.
Education
Bachelor of Science in Civil Engineering
University of California, Irvine, CA 1983
Certificate Program in Construction Management
American Society of Civil Engineers, 1987
Affiliation
American Society of Civil Engineers
Institute of Transportation Engineers
Registration
Registered Civil Engineer (California)
Registered Civil Engineer (New Mexico)
Experience
KFM Engineering, Inc.
Rick Kreuzer is the President of KFM Engineering. He has over 17 years of civil engineering
experience.
Mr. Kreuzees experience as a Project Manager includes the following projects:
Precise alignment, final design and right -of -way engineering for the widening of Katella Avenue in the
City of Anaheim including roadway, storm drain, sewer, water and traffic signal improvements. Total
project costs, including right -of -way acquisition, is $20,000,000.
Project Manager for the rehabilitation of MacArthur Boulevard in the City of Newport Beach.
Project Manager for the widening of San Miguel Drive in the City of Newport Beach.
Project Manager for the rehabilitation of Artesia Boulevard from Knott Avenue to Beach Boulevard in
the City of Buena Park.
Project Manager for the reconstruction of Fairview Road from Fair Drive to Baker Street in the City of
Costa Mesa.
Project Manager for the rehabilitation of Yorba Linda Boulevard from Kraemer Boulevard to Linda
Vista Drive (2.5 miles) in the City of Placentia.
Final design for the Beach Boulevard /Imperial Highway Intersection Improvements in the City of La
Habra. This project is subject to Caltrans District 12 oversight.
Final design for street and storm drain improvement on 15th Street from Old Newport Avenue to
Irvine Avenue in Newport Beach, California. Total project length was approximately one mile.
Precise alignment and final design for the Imperial Highway Smart Street Improvements from the Los
Angeles County Line to Rose Drive, a distance of 8.5 miles. This project traversed through the Cities
of La Habra, Fullerton, Placentia, Brea and Yorba Linda.
Rick Kreuzer, P.E.
KFM Engineering, Inc.
Implementation Plan, including alignment drawings, for Katella Avenue Smart Street from 1-605 to SR
55, a distance of 14.5 miles. This project traversed the Cities of Los Alamitos, Cypress, Stanton,
Garden Grove, Anaheim and Orange, as well as the County of Orange.
Project Manager for the rehabilitation of MacArthur Boulevard from Campus Drive to Jamboree Road
(1 mile) in the City of Newport Beach.
Implementation Plan, including alignment drawings, for Imperial Highway Smart Street from the Los
Angeles County Line to SR 91, a distance of 12.5 miles. This project traversed the Cities of La
Habra, Fullerton, Brea, Placentia and Yorba Linda.
Project report, design and PS &E for the widening of the SR -55 freeway from 17th Street to the SR -22
freeway for the Orange County Transportation Authority and Caltrans District 12, including hydrology
study, drainage design, utility relocation, traffic management plan, construction staging and traffic
control.
Project report, design and PS &E for the upgrading and widening of 4 signalized intersections on Lake
Forest Drive in South Orange County, including geometry, retaining walls signing, striping, traffic
signal modifications and right of way plans. This project required coordination with Caltrans District
12 regarding the 1 -405 /1-ake Forest of and on ramps.
Design and PS &E for a 1 mile section of the Foothill Transportation Corridor (SR 241), and the
Avenida De Las Banderas interchange in South Orange County for TCA and Caltrans District 12.
The project included geometrics, grading, drainage, lighting, signing, striping, traffic signals and
electrical systems. Specific design responsibilities included preparation of the hydrology /hydraulic
report and the preparation of drainage PS &E.
Design and PS &E for the widening of 1 mile of Gale Avenue into Caltrans SR-60 freeway right of way
involving geometry, drainage modifications, signing, striping, traffic control and identification of right of
way requirements, for the City of Industry and Caltrans District 7.
Design and PS &E for the widening of the northbound off -ramp at the SR 60 /Azusa Avenue
interchange for the City of Industry and Caltrans District 7. The project involved ramp widening, traffic
signal modifications, retaining wall, drainage modifications and signing and striping.
Design and PS &E for a 4 mile widening of the Pacific Coast Highway (SR 1) in Newport Beach,
including design of highway geometrics, intersection channelization, drainage, soundwalls, reinforced
earth embankment, 30 -inch water line, street lighting & the preparation of right of way documents.
The plans were processed through and approved by Caltrans District 7.
Project Study Report (PSR) for the widening of MacArthur Boulevard from Main Street to Campus
Drive, in the City of Irvine, including bridge widening, ramp modifications at the 1 -405 interchange,
coordination with Agencies involved in the expansion of the John Wayne Airport, and discussions,
review and approval by Caltrans. The report was prepared in accordance with Caltrans procedures.
Project Manager for the preparation of the East Newport Heights Drainage Study for the City of
Newport Beach.
Philadelphia Street stone drain in the City of Chino.
Amapola Storm Drain project for the Orange County Environmental Management Agency.
Darby Storm Drain project for the Los Angeles County Flood Control District.
Rick Kreuter, P.E. KFM Engineering, Inc.
Lincoln Avenue storm drain project in the City of Anaheim.
Los Molinos storm drain project in the City of San Clemente.
Four mile widening and reconstruction of Pacific Coast Highway in Newport Beach. Responsibilities
included design of highway geometrics, channelization, major storm drain facilities, soundwall,
mechanically stabilized embankment wall, 30 inch water line, street lighting, and right -of -way
documents. This was a FAU project under review by Caltrans, with an estimated construction cost of
$7,500,000.
Preparation of plans, specifications and estimates for the construction of Main Street roadway
improvements through the Village of Westpark in Irvine. This project included the design of
approximately 6,000 feet of arterial highway improvements, as well as the design of 4,000 feet of a
12'x 7' reinforced concrete box drainage facility adjacent to the proposed roadway.
Design of street and storm drain improvements for Jamboree Road from Pacific Coast Highway to
Backbay Drive in the City of Newport Beach.
Gary Hammerle, P. E.
Education
Bachelor of Science in Civil Engineering
California State Polytechnic University, Pomona, 1990
Continuing coursework in Land Surveying
Rancho Santiago College, Orange, CA
Affiliations
American Society of Civil Engineers
Registration
Registered Civil Engineer (California)
Experience
KFM Engineering, Inc.
Recently joined KFM Engineering, having been with Psomas for 2 years; and other firms for 8 years.
Background
Mr. Hammede has more than ten years of professional civil engineering experience with various
types of land development and public works projects. As a Project Engineer /Manager, he is
responsible for the management and design of public works projects. He also coordinates the project
production effort and interfaces with clients, subconsultants and governmental agencies to obtain
project approvals.
Projects
Orangewood Avenue, Garden Grove, CA
Project Engineer for the extension of a 63" storm drain line to alleviate flooding of several local streets
for the City of Garden Grove.
The City Drive, Orange, CA
Project Engineer for the street widening design, utility relocation, right -of -way acquisition documents
and construction assistance for the City of Orange.
La Veta Avenue and Glassell Street, Orange, CA
Project Engineer for the street widening design and utility relocation for the City of Orange.
Crescent Avenue, Anaheim, CA
Project Engineer for the analysis and design of a parallel sanitary sewer line for the City of Anaheim.
Sycamore Street, Anaheim, CA
Project Engineer for the replacement of sanitary sewer lines for the City of Anaheim.
Easement Acquisition Documents, Anaheim, CA
Project Engineer for the research, legal descriptions and sketches for public utility easements for the
City of Anaheim Public Utilities Department, Electrical Division.
Glassell Street and Walnut Avenue, Orange, CA
Project Engineer for the extension of the Walnut Avenue Storm Drain. Tasks included hydrology and
hydraulic calculations, storm drain design and utility relocation for the City of Orange.
Gary Hammerle, P.E.
KFM Engineering, Inc.
Indian Ridge Country Club, Palm Desert, CA
Project Engineer for the Clubhouse and Sports Club facilities as part of a golf course residential
development project. Tasks included grading, drainage and utility design for Sunrise Development.
Indian Ridge Country Club, Palm Desert, CA
Project Designer for mass and precise grading of two championship golf courses and adjoining
residential development for Sunrise Development.
Moreno Valley Mail, Moreno Valley, CA
Project Designer for grading, drainage, and parking lot layout of the ninety-acre regional mall for
Homart Development.
Vine, Bush, and Rose Streets, Anaheim, CA
Project Engineer for design and hydraulic calculations for stone drain improvements for the City of
Anaheim.
Various Alleys, Placentia, CA
Project Engineer for the rehabilitation of various alleys forthe City of Placentia.
Costco Wholesale Store, Garden Grove, CA
Project Designer for hydrology and hydraulic calculations, grading and drainage on the retail site for
the City of Garden Grove.
City of Hope Medical Center, Duarte, CA
Project Designer for the civil design of the utility corridor serving several new buildings on campus.
Project also involved grading, street and storm drain design as well as coordination with the
mechanical engineering consultant for the City of Hope Medical Center.
Chollas Heights Navy Housing, San Diego, CA
Project Designer for the design of water improvements.
Company History
Merit Civil Engineering, Orange CA
As a Principal /Project Engineer, responsible for all tasks required to complete several municipal
improvement projects, including project proposals, design, calculations, specifications, cost
estimates, right -of -way acquisition, and construction assistance.
Psomas, Costa Mesa, CA
As Design Engineer, in charge of computer -aided design and drafting of site improvement plans
including grading and drainage, street and sewer, water and other utilities. Resolved design issues
and coordinate construction with other consultants, contractors, and architects. Responsible for
hydrology /hydraulic calculations, surface model creation and manipulation using VANGO software,
prepared NPDES /SWPPP reports and prepared project reports and proposals.
Fuscoe Engineering, Irvine, CA
Design Engineer responsible for computer -aided design and drafting of site improvement plans,
hydrology /hydraulic calculations, COGO calculations using VANGO software, parcel map calculations
and preparation and preparation of project proposals and cost estimates.
Engineering Service Corporation (ESCO), Palm Desert and Los Angeles, CA
Project Engineer in charge of computer -aided design and drafting of various site improvement plans,
supervised several designers /draftsmen, performed digital translations between GDS, AutoCAD, and
MOSS software, surface model creation and manipulation using GDS and MOSS, and managed and
maintained a MicroVAX/VMS computer system.
Jeff Lund
Education
Civil Engineering
Olympia Tech., Washington, 1984
Registration
NICET Level II, No. 079621, 1994
Experience
KFM Engineering, Inc.
Jeff Lund is a Project Engineer with KFM Engineering, Inc. He has 13 years experience in the design
and construction management of roadway improvement projects.
Past assignments include:
Project Engineer for the rehabilitation of Artesia Boulevard from Knott Avenue to Beach Boulevard in
the City of Buena Park.
Project Engineer for the reconstruction of Fairview Road from Fair Drive to Baker Street in the City of
Costa Mesa.
Project Engineer for the rehabilitation of Yorba Linda Boulevard from Kraemer Boulevard to Linda
Vista Drive (2.5 miles) in the City of Placentia.
Project Engineer for the rehabilitation of MacArthur Boulevard from Campus Drive to Jamboree Road
(1 mile) in the City of Newport Beach.
Project Engineer for the rehabilitation of Tustin Street from Fairhaven Street to Chapman Avenue (2
miles) in the City of Orange.
Project Engineer for the rehabilitation of Tustin Street from Chapman Avenue to Collins Avenue (2
miles) in the City of Orange.
Project Engineer for the rehabilitation of Ortega Highway from Del Obispo Street to 1 -5 ad for Del
Obispo Street from Camino Capistrano to Alipaz for the City of San Juan Capistrano.
Design Engineer for the Annual Roadway Resurfacing Project (Fiscal Year 1994 -95) in the City of
Dana Point.
Design Engineer for the rehabilitation of Lincoln Avenue in the City of Anaheim.
Design Engineer for the rehabilitation of University Drive in the City of Irvine.
Design Engineer for the rehabilitation of Marguerite Parkway in the City of Mission Viejo.
Design Engineer for six roadway rehabilitation projects in the City of Irvine.
Design Engineer for four roadway rehabilitation projects in the City of San Juan Capistrano.
Design Engineer for the project report and PS &E for the upgrading of four major intersections on
Lake Forest Drive in Orange County, including right-of-way engineering and utility coordination.
Design Engineer for the Los Molinos Drive Rehabilitation project in the City of San Clemente.
Ed Miller, Jr., P.E., T.E.
Education
Bachelor of Science in Civil Engineering
The Pennsylvania State University, 1983
Affiliation
American Society of Highway Engineers
Train Riders Association of California
Orange County Traffic Engineers Council
Registration
Registered Civil Engineer (California)
Registered Transportation Engineer (California)
Registered Civil Engineer (Maryland)
Registered Civil Engineer (Arizona)
Experience
KFM Engineering, Inc.
As a former Project/Traffic Engineer with UMA Engineering, Inc. in Irvine, California, Mr. Miller was
responsible for the planning, design and contract administration of transportation projects.
Past assignments include:
Project Engineer for the Katella Avenue Smart Street for the City of Anaheim, California. This project
involved the widening of a four lane arterial street to six lanes, plus left and right- turn lanes at
intersections, and a raised center median with left -turn pockets.
Project Manager for development of Ocean Boulevard traffic control plans for the Port of Long Beach.
This project involved preparation of traffic control plans for four stages for reconstruction of a busy,
three lane industrial roadway to include four travel lanes, a continuous left -turn lane, and right -turn
lanes at intersections. Industrial traffic through the project was maintained in each stage of
construction.
Project Engineer for the preliminary and final design of interchange improvements at 1 -5 and Wheeler
Ridge Road, south of Bakersfield.
Project Manager for the precise alignment and final design for the widening of Imperial Highway (SR
90) from the Santa Ana River Bridge to Santa Ana Canyon Road in the City of Anaheim.
Project Manager for the preparation of right -of -way maps and legal descriptions and plots for right -of-
way acquisition of 14 parcels located near the Imperial Highway /La Palma Road intersection.
Precise alignment and final design for the Imperial Highway Smart Street Improvements from the Los
Angeles County Line to Rose Drive, a distance of 8.5 miles. This project traversed through the Cities
of La Habra, Fullerton, Placentia, Brea and Yorba Linda.
Implementation Plan, including alignment drawings, for Imperial Highway Smart Street from the Los
Angeles County Line to SR 91, a distance of 12.5 miles. This project traversed the Cities of La
Habra, Fullerton, Brea, Placentia and Yorba Linda.
Engineer for the traffic design elements of the Lake Forest Drive intersection improvement project for
the County of Orange.
Ed Miller, Jr., P.E., T.E.
KFM Engineering, Inc.
Traffic Engineer for final design for the Beach Boulevard (SR 39) Smart Street improvements in the
City of La Habra. This project included design of improvements to the Beach Boulevard /Imperial
Highway intersection. Project was subject to Caltrans District 12 oversight.
Traffic Engineer for the widening of the SR 55 freeway from 17th Street to the SR 22 freeway,
responsible for stage construction and traffic control plans, for a traffic management plan, and for the
preparation of a fact sheet.
Project Engineer for a 1 mile section of the Foothill Transportation Corridor, SR 241, and the Avenida
de las Banderas interchange for TCA and Caltrans District 12. Responsible for horizontal and vertical
alignment design, development of Digital Terrain Model (DTM), contour grading plans, and
organization of CADD production.
Project Engineer for an on -call contact with Caltrans District 11 to determine passing lane locations
on 330 miles of a 2 -lane highway in Imperial and San Diego Counties, responsible for video data
collection, documentation of existing and future conditions, spot speed and vehicular classification
studies and preparation of preliminary plans.
Project Engineer for preparation of PSBE for the upgrading of 27 changeable message signs on the
L.A. County Freeway System for Caltrans District 7. Responsible for the preparation of plans,
specifications and estimates for 16 new and 11 upgraded signs, involving surveys, site development,
maintenance access, traffic control, power and telephone service, and CADD production.
Project Engineer providing engineering overview services to the Orange County Transportation
Authority, including the review of Caltrans and consultant plans for upgrading the County freeway
system. Duties included preparation of fact sheets on the 1 -5 and SR 55 widenings and the Imperial
Highway Superstreet project, participation in PDT meetings on 1 -5, and value engineering on various
highway HOV projects.
David S. Jarvi, EIT
Education
Bachelor of Science in Civil Engineering
California State University, Chico, 1992
Registration
Engineer -in- Training (California)
Experience
KFM Engineering, Inc.
Mr. Jarvi has had 7 years experience in General Civil and Transportation Engineering. During
this time he has worked for different cities and International organizations. As a Peace Corps
Volunteer in the country of Malawi (Southeast Africa) for the Municipality of Zomba, he evaluated
and assisted consultants on local government development projects, inventoried and evaluated
the infrastructure of the Municipality, and instructed subordinates on the usage of computers and
their programs. Other duties included assisting the Municipal Engineer with decisions pertaining
to the department's structure, building codes, and management procedures.
Past assignments include:
On -call design /CADD services for sewer and water projects in the City of South Gate.
Katella Avenue Smart Street Improvements, Orange County, California. Design Engineer for
sections of the Katella Avenue Smart Street running through the cities of Los Alamitos, Cypress,
Anaheim and Stanton. Improvements included precise alignment, intersection widenings, spot
widenings for constructing bus bays, traffic signal installations and modifications. Responsibilities
included the preparation of base maps and cross sections, utility coordination, water vault design
and the preparation of legal plats and descriptions.
Project Engineer /Manager for Two Markets, Malawi, Africa. This project was funded by World
Bank and took one and a half years to build. It was an open air market where food and other
items could be purchased from the local farmers in the area. The market had standup concrete
tables so that food was not sold off of the ground, and a roof for protection from the rain and sun.
Project Engineer /Manager for Rehab of Bus Depot, Malawi, Africa. This project was funded by
World Bank and took one and a half year to build. Ninety- percent of all travel done was by bus.
The Municipality of Zomba was a major stopping point along the main route and the work done
included the construction of new buildings, restroom, a shelter, sidewalks, curb and gutters, and a
repaving job.
Design Engineer /Project Engineer for the Replacement of a Sewer Line, Malawi, Africa. This
Project was funded by the Municipality and took six months to build. The sewer system was
designed and built in 1962. There had not been much repair done since its completion. The
flows had increased throughout the years, but the main line had not been expanded. The project
involved surveying, design, and oversight of construction.
Infrastructure Evaluation and Inventory, Malawi, Africa. The roads in Malawi were in poor
condition due to the people's lack of knowledge about roads. Few roads had names and most
were in various states of disrepair. A Dutch firm was hire by World Bank to supply a way of
inventorying all the roads, structures and vehicles for the major cities. The work of gathering the
information was left to the cities.
David S. Jarvi, EIT
KFM Engineering, Inc.
Design Engineer for Rebuild of Bridge, Malawi, Africa. This project was not funded by the time
Mr. Jarvi left Africa. It was the desire of the Municipality to replace an old 60 foot wooden bridge
with a concrete deck bridge.
Design Engineer of Water Tower, Malawi, Africa. This project was funded by the British
Ambassador Fund and took four weeks. There were a number of droughts that occurred each
summer in Zomba and the water tower was built to reduce the problem.
Design Engineer for Teaching Classrooms and Dorms, Malawi, Africa. This project was not
funded by the time Mr. Jarvi left Africa. A national primary teaching program was about to start in
the country, but they needed a standard design for the new classrooms that were needed.
Imperial Highway Sound Wall, Brea, Orange County. This project was a 890m long sound wall
along Imperial Highway. Responsibilities included the preparation of base maps, surveys,
preparation of details, structural evaluation, vertical and horizontal layout and the coordination of
permits from Caltrans for the City.
Chapman Avenue Widening, City of Orange, California. Design Engineer for the alignment study
for a one mile segment of Chapman Avenue. Responsibilities include the development of base
plans and cross sections for the purpose of alignment analysis and the completion of a summary
report outlining roadway widening costs and right -of -way impacts for various alignment
alternatives.
Theodore M. Krull, L.S.
Education
KFM Engineering, Inc.
Southern California Surveyors Joint Apprenticeship Committee's four year training program
Graduated 1976
Affiliation
California Land Surveyors Association
American Congress of Surveying and Mapping
American Association of Geodetic Surveying
National Society of Professional Surveyors
Registration
Licensed land surveyor, State of California
Certified Survey Party Chief
Certified for Hazardous Waste Operations, in compliance with O.S.H.A. 29 C.F.R. 1910.120.
Experience
Mr. Krull is Survey Party Chief. A second generation surveyor with 20 years of full time experience,
he has supervised numerous projects including Rancho San Clemente - 1900 acre, 56 million cubic
yard master planned, mixed use community; Wildomar- a 5000 acre G.P.S./ aerial mapping project in
Riverside County; design survey for widening of approximately six miles of California State Highway
55; and many single family subdivisions.
Past assignments include:
Topographic survey of Katella Avenue from Ninth Street to 1 -5, a distance of 2.5 miles.
Aerial control survey for State College Boulevard and Lincoln Avenue corridor alignment study in the
City of Anaheim.
Topographic survey of Imperial Highway from the Los Angeles County Line to Rose Drive, a distance
of 8.5 miles.
Topographic survey of 1.5 mile stretch of Chapman Avenue in the City of Orange.
Survey of State College Boulevard Corridor from Orangewood to SR -91, a distance of 4 miles.
The Highlands - Murrieta, CA- 1991, 5,050 acre land development- G.P.S., aerial, boundary.
Oso Viejo Community Park, Phase I & II - Mission Viejo, CA - 1992, 7 acre community park -
topography, construction.
Mountain Gate Community Park Site /Greenbelt - Corona, CA - 1992, 24 acre park site - aerial,
boundary, topography, construction.
Wildrose - Riverside County, CA - 1992, 561 acre mixed use community - aerial, boundary,
construction w/ 4 million yards of grading.
CDI Constant &
G E O S C I E N C E
BRIAN D. CONSTANT
Principal Engineer
President
California Civil Engineer No. C44506
California Geotechnical Engineer No. GE2278
Alberta: Professional Engineer No. M11747
Education
Imperial College of Science and Technology, D.I.C., M.S., 1971
University of Alberta, B.S., 1970
Employment Record
2000 - present Constant & Dickey, Inc.
1987 - 2000 AGRA Earth & Environmental, Inc. (Formerly Moore & Taber)
1971 - 1987 Other predecessor firms to AGRA Earth & Environmental, Inc.
Representative Experience
Mr. Constant has applied geotechnical engineering to a full range of project requirements
for twenty -eight years. This has included plant facilities; highways and bridges;
residential, commercial, institutional and industrial development; hydraulic structures and
impoundments; forensic studies; landfills; marine structures and seismic foundation
design. Signature projects with geotechnical design completed under his leadership
include the San Joaquin Hills Transportation Corridor, Huntington Beach Pier, Redondo
Beach Pier, Cerritos Community Arts Center, Ritz Pointe in Dana Point, Montecito
Neighborhood in Newport Coast, and the SR -58 and 1 -15 improvements in Barstow.
3040 Saturn Street, Suite 201, Brea, CA 92821 714 -985 -1066 Pax: 714 -985-
,1
Brian D. Constant
Transportation
Transportation
Mr. Constant has been directly responsible for the design and review of in excess of
seventy -five rail and highway bridges and over five hundred miles of major highway
alignment in Southem Califomia and Westem Canada. Related expertise includes heavy
foundations subject to static and seismic loading, shoring and dewatering, construction on
soft ground, and slope stabilization.
Segment 3 of SR -30, San Bernardino, California: Geotechnical project manager for two
and a half miles of new freeway alignment, seven bridges, two major culverts and
extensive retaining walls /soundwalls.
Retaining Walls, Imperial Highway at SR91, Anaheim, California: The widening of
Imperial Highway necessitated the construction of walls adjacent to the abutments of the
SR91 Overcrossing.
San Joaquin Hills Transportation Corridor- Orange County, California: Geotechnical
project manager for seventeen -mile design /build tollway project - -the first of its kind in
Califomia. Seventy -eight bridge structures and over eight miles of retaining wall and
soundwall were involved. Mitigation included removal /replacement, surcharging, wick
drains, stone columns and deep foundations. Also served as project engineer for the Alicia
Parkway Overcrossing and the Aliso Creek Bridges
Santa Margarita Parkway Bridge Widening - Rancho Santa Margarita, California: Key
design issues for this structure over the Arroyo Trabuco included coarse alluvial deposits
and high groundwater levels. Foundations consisted of driven steel H -piles and footings.
Oso Parkway Bridge - Rancho Santa Margarita, California: Foundations for this bridge
over the Arroyo Trabuco included cast -in- drilled -hole concrete piles and driven steel H-
piles. Design issues included the compressibility of the diatomaceous Monterey
Formation.
Antonio Parkway Bridge - Rancho Santa Margarita, California: Due to large variations
in the depth to bedrock, a combination of driven piles and spread footings were used for
this three -span structure over Tijeras Creek.
Carmen Drive Overcrossing of Highway 101 - Camarillo, California: Class 70 precast
concrete piles were used for the support of this two -span structure.
3040 Saturn Street, Suite 201, Brea, CA 92821 714 -985 -1066 Fax: 714 -985-
Brian D. Constant Transportation
Page 2
Lakeshore Drive Bridge Over the San Jacinto River - Lake Elsinore, California:
Foundation design included Class 70 driven precast piles with an alternate for driven steel
H- piles. Key issues included deep scour and delineation of lenses and layers of cobbles
and boulders within the alluvium.
Burning Tree Road Bridge - Fullerton, California: This structure spans the Brea Creek
Channel. Foundations consist of CIDH piles.
Highway 101 Improvements in Ventura and Oxnard, California: A detailed geotechnical
study was undertaken to support a Project Report for the Proposed Highway 101
improvements between PM 22.0 and 23.7. Foundation recommendations were provided
for the widening of the Santa Clara River Bridge, for the proposed SR -1 Undercrossing of
SR -101 and for the proposed SR -101 Bridge over Ventura Road. Preliminary design
recommendations for all other aspects of the project were provided in conformance with
CTM 130. In addition, drilling and geophysical methods were used to establish the depth
of historic scour in the Santa Clara River.
New Intersections at Commerce Center Drive and "C" Street, State Route 126 - Los
Angeles County, California: A Materials Report was prepared in accordance with CTM
130.
Santa Margarita Parkway Interchange- Foothill Transportation Corridor, California:
The bridge structure was supported on footings. Design also included grading along 0.6
miles of the Corridor alignment.
Route 58 and Interstate 15 Highway Improvements - Barstow, California: This project
involved seven miles of new alignment for R58 and two miles of widening for 115. Primary
design issues included grading, borrow evaluation, permanent backslopes, embankments,
pavement design, corrosion potential and a preliminary evaluation of foundation conditions
for seven structures. A Materials Report was prepared in compliance with CTM 130.
3040 Saturn Street, Suite 201, Brea, CA 92821 714- 985 -1066 Fax: 714 -985-
Name and Title: JOHN R. ARIAS, S.E. - Principal
Project Assignment: Lead Bridge Engineer
Name of Firm: McLEAN & SCHULTZ
Years experience with this firm: 24 with other firms: 5
Education: BS, 1968, Architectural Engineering
Registration: 1972/Professional Engineer /California CE21498
1975/ Structural Engineer / Califomia S1963
Other Experience and Qualifications relevant to the proposed project:
Mr. Arias has 29 years of experience in civil and structural engineering. He has provided consulting engi-
neering to Caltrans, LACMTA, TCA, OCTA, Public Facilities and Research Department (fonnefiy OCEMA),
besides cities and counties throughout California. He has been a project manager /principal engineer for
more than one hundred highway and railroad bridge projects. His considerable experience extends to
Project Study Reports, Project Reports, contract plans, specifications and estimates. Mr. Arias provides
construction engineering according to PF &RD, Corps of Engineers, Caltrans, AREA and federal require-
ments.
Mr. Arias has served as project manager and lead engineer on
many seismic retrofit projects. Assignments have included (1)
Orange County Transportation Authority Seismic Retrofit Program,
(2) Caltrans Seismic Retrofit of State Bridges, (3) City of Los
Angeles Seismic Retrofit of Local Bridges, and (4) Los Angeles
County Retrofit Program. As project manager for Section 05 of the
San Joaquin Hills Transportation Corridor, Mr. Arias provided
and /or coordinated the work of all design professionals to the 35
percent design level for a complete section of freeway. The tasks
involved bridges, geoteclmical, civil traffic, drainage, hydrology,
hydraulics and lighting. ,
Value Enoineerina
State Route 551nrprovoinents
As project manager /supervising engineer for structures, Mr. Arias is responsible for overseeing the staff of
engineers and technicians at McLean & Schultz during the preparation of PS &E documents for Caltrans.
PS &E documents are prepared for undercrossings, overcrossings, overheads, underpasses, connection
ramps and retaining walls.
In addition, Mr. Arias also has significant heavy and light rail bridge design experience. He has served as
project manager and lead engineer on numerous railroad grade separation projects. His current assign-
ment includes preliminary engineering for Railroad Lowering (City of Placentia) and Fairmont Avenue
Overhead at BN &SF Railroad.
State Route 71 - Rio Rancho Interchange - Bridge
type selection and PS &E for this 235 foot long single -
span bridge crossing State Route 71. This project
was the focus of high public awareness, therefore
making aesthetics an important consideration. Mr.
Arias utilized well - proportioned fluted, battered abut-
ments to support the large superstructure causing a
feeling of openness though the structure is very low
over the roadway. Caltrans bridge permit and
approval.
Page 1 of 2
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Value Enoineerina
State Route 551nrprovoinents
As project manager /supervising engineer for structures, Mr. Arias is responsible for overseeing the staff of
engineers and technicians at McLean & Schultz during the preparation of PS &E documents for Caltrans.
PS &E documents are prepared for undercrossings, overcrossings, overheads, underpasses, connection
ramps and retaining walls.
In addition, Mr. Arias also has significant heavy and light rail bridge design experience. He has served as
project manager and lead engineer on numerous railroad grade separation projects. His current assign-
ment includes preliminary engineering for Railroad Lowering (City of Placentia) and Fairmont Avenue
Overhead at BN &SF Railroad.
State Route 71 - Rio Rancho Interchange - Bridge
type selection and PS &E for this 235 foot long single -
span bridge crossing State Route 71. This project
was the focus of high public awareness, therefore
making aesthetics an important consideration. Mr.
Arias utilized well - proportioned fluted, battered abut-
ments to support the large superstructure causing a
feeling of openness though the structure is very low
over the roadway. Caltrans bridge permit and
approval.
Page 1 of 2
Mcrasu 6 Jchu/fe
John R. Arias, S.E. (Cont) - Page 2 of 2
Imperial Highway (SR 90) at BN &SF Railroad
and Esperanza Road - This project consists of
the Advance Planning Studies for a $50 million
major railroad grade separation within the
Cities of Yorba Linda and Anaheim. Mr. Arias,
as supervision engineer developed bridge
types for overhead and underpass highway
alignments. Project oversight by City of Yorba
Linda, City of Anaheim and Caltrans.
Imperial Highway Smart Street Improvement Project State Route 90 - Mr. Arias, is the project man-
ager for Segments 5, 6 & 7 of the Imperial Highway Smart Street Improvement Project that involves the
Cities of Yorba Linda and Anaheim, in Orange County. The project proposes to provide mid -block widen-
ing to promote efficient vehicular travel and improve safety along this 7.75 kilometer corridor. The improve-
ments include pavement rehabilitation, drainage modifications, retaining /soundwalls. The existing bridge
structures Buena Vista Undercrossing and Santa Ana River Bridge will be widen and retrofitted. The
Project is under oversight of Caltrans and the City of Yorba Linda.
City of Placentia, Railroad Lowering
Project from State Route 57 to Imperial
Highway - As project manager, Mr. Arias is
responsible for the preliminary engineering of
this 5 -mile segment along Orangethorpe
Avenue. His responsibilities include feasibility
studies to evaluate conventional grade sepa-
rations versus rail lowering, shoofly and track
detour layout. He also supervises the devel-
opment of preliminary track alignment and
profile, utilities research and computer
imagery for tunnel and grade separation alternatives. Railroad Lowering at Lakeview Avenue is shown
here as an example of computer generated imagery being done for the project.
Imperial Highway (SR 90) at BN &SF Railroad and
Esperanza Road - This project consists of the Project
Study Report and Advance Planning Studies for a $50
million major railroad grade separation within the Cities of
Yorba Linda and Anaheim. Mr. Arias, as supervising engi-
neer developed bridge types for overhead and underpass
highway alignments. Project oversight by Cities of Yorba
Linda and Anaheim and Caltrans. At the left is computer
generated imagery depicting the proposed Grade
Separation at Esperanza Road & Orangethorpe Avenue.
Advance Planning and Bridge Study Report for Del Arno Overcrossing @ State Route 405 - Mr. Arias
was supervising engineer for this project consisting of an overcrossing at State Route 405 freeway and an
east structure over Maaco Channel. The proposed west structure will be a six -span, 88 feet wide by 1003
feet long cast -in -place prestressed box girder superstructure and will provide six lanes of vehicular traffic
and pedestrian sidewalks. Span lengths range from 130 feet to 220 feet with the longest span occurring
at the freeway. Column placement was critical in that the structure will cross over a state weigh station,
the Dominguez Channel, and State Route 405, which will be widened for center HOV lanes. Three col-
umn bents were proposed as the most suitable configuration for this structure. The foundation system will
consist of driven piles.
M«eon 6- 9chults
Michael A. Grccn, Project Principal, Clark & Green Associates
As principal of Clark & Green, Michael Green is in charge of project management and design.
Mr. Green graduated from California State Polytechnic University, Pomona in 1982 with a master's
degree in landscape architecture and formed Clark & Green Associates in 1987.
During his career, Mr. Green has worked with the City of Westminster Planning Department and
the Port Authority for the City of Long Beach in Environmental Impact Research Preparation and
Risk Management Assessment. He also is an ASLA award winner.
Mr Green is licensed to practice landscape architecture in California, Arizona, Utah and Oregon.
Analogous Proiects
- Camino Capistrano/El Camino Real (KFM, City of San Juan Capistrano)
- Imperial Highway, Whittier Blvd. and Harbor Blvd. streetscapes (KFM and City of La Habra)
- Palmer Park, City of Glendale
- Lincoln Park, City of Santa. Monica
- Oak Canyon Community Park (Agoura Hills)
- Corriganville Community Park (Simi Valley)
- Oso Parkway /Wagon Wheel Regional Park Wildlife Enhancement and Trailways Plan
- Santa Fe Recreation Master Plan (US Army Corps)
- Seven Oaks Dam Resource Use Plan (US Army Corps)
- Sunset Aquatic Regional Park General Development Plan and EIR (County of Orange)
KFM
September 28, 2000
Mr. Bill Patapoff, P.E.
City of Newport Beach
Public Works Department
3300 Newport Boulevard
Newport Beach, CA 92658
RE: Revised Cost Proposal for Professional Engineering Services for the
Jamboree Road / Macarthur Boulevard Intersection Improvements
Dear Mr. Patapoff:
Our proposed fee to complete the subject project is $93,285. A detailed breakdown of
manhours and fees by task are depicted on the fee schedule (Exhibit A) contained on
the following page. Exhibit B enclosed depicts KFM's schedule of hourly billing rates.
We are very willing to sit down with the City to discuss this proposed fee at your earliest
convenience. In the meantime, if you have any questions or require additional
information, please do not hesitate to call.
Respectfully submitted:
Rick Kreuzer, P.E.
President
26632 Towne Cenhe Drive • Suite 240 • Foothill Ranch • California • 92610
Ph: 949.580.3838 Fax: 949.580.3837
CITY OF NEWPORT BEACH
JAMBOREE/MACARTHUR INTERSECTION
FEESCHEDUIL
EXHIBIT A
TASK
KFM STAFF
TOTAL
KFM
HOURS
LUMP
SUM
TOTAL
($115)
PM
($85)
PE
($70)
CADD
($170)
SURVEY
1. DATA COLLECTION
2
2
4
2. FIELD SURVEY
- HoraontaVVertiwl Control
1
2
3
- Aerial Control
1
6
7
j$3515
-Croat Sections & Grids
1
20
11
- Momm�cmtatian
1
4
5
- Surface To h
1
-_ --
8
4
9
- Subsurface Information
1
-- 5
$795
3. AERIAL TOPOGRAPHIC MAPPING
1
/
$1,300
$1,415
4. BASEMAPPING
1
4
16
11
$1,575
5. FlaD REVIEWS
4
8
11
$1,140
_
6. UTILITY INVESTIGATION AND COORDINATION
2
8
6
16
$1,330
7. GEOTECHNICAL REPORT
1
2
3
$9,450
$9,735
8. GEOMEIHIC PLAN
8
32
24
64
$5,320
9. RIGHT -OF -WAY ENGINEERING
4
16
12
32
$2,660
_
10. AESTHETIC CONCEPT PLAN
4
8
8
20
$1,200
$2900
IL FINAL P S & E
-Tide Sheet t
1
2
4
7
$565
- TypicaJ Satiom (1)
4
16
12
31
$2,660
- Details 1
4
12
16
31
$2.600
- Roadway Plan & Profile (2)
8
40
64
112
$8,&00
- Intersection Grid Plan 1
4
12
12
28
$2,320
- Ream Wall Plan & Pmt3e 1
2
16
20
38
$2,990
- Retaining Wall Dewis I
1
2
8
//
$2,500
$3,345
- Swan Drain Lamm] Plan & Profile (1)
4
16
16
36
$2,940
- Iandsa Plant 2
2
4
6
$2,500
$3070
' etion Plays 2
2
4
6
$2,500
$3,070
- Street Light Plan (1)
2
12
16
30
$2,370
Si &S ' Plan 1
2
f 8
12
11
$1750
- Traffic S' Mmhfr n Plan 1
2
24
32
58
S4,510
- TmTw Control Plans 2
4
16
24
44
$3,500
-Cross Saxons 8
8
16
32
56
$4,520
-Spmif=abm
12
12
14
$2,400
-Cost ESthmte
4
8
11
$1140
12. PROJECT COORDINATION & MEETINGS
8
12
10
$1,940
13. BIDDING& CONSTRUCTION SUPPORT
2
6
6
14
$1,160
14. AS -BUILT DRAWINGS
2
4
6
12
$990
15. REMBURSABLFS
$2000
$2000
TOTAL MANHOURS
TOTAL COSTS
111
$12,765
322
$27,370
346
$25,950
44
$7,480
813
$21,450
$93,285
EXHIBIT B
KFM ENGINEERING, INC.
SCHEDULE OF HOURLY BILLING RATES
Rates Effective through December 31, 2000
OFFICE PERSONNEL:
Typists, Word Processors ........................ ..............................$ 30.00 /Hr.
Technician ............................................... ..............................$ 45.00 /Hr.
Design Engineers / CADD Operators ...... ............................... $ 70.00 /Hr.
Project Engineers ..................................... ..............................$ 85.00 /Hr.
Project Managers ..................................... ..............................$ 115.00/Hr.
FIELD PERSONNEL:
Two -Man Survey Party,
including Truck and Equipment ............... ............................... $ 135.00/Hr.
Three -Man Survey Party,
including Truck and Equipment ................ ..............................$ 170.00 /Hr.
SUPPORT & MISCELLANEOUS COSTS:
C.A.D.D. Work Station / Plotter .................. ..............................$
25.00 /Hr.
Computer time ........................................ ...............................
$
16.00 /Hr.
Telefax.................................................... ...............................
$
2.00 /13g.
Electronic Distance Measuring Equipment (E.D.M.) ...............$
55.00 /Day
Survey Trucks .......................................... ..............................$
0.50 /Mile
Other Vehicles ........................................ ...............................
$
0.30 /Mile
Outside services and consultants are billed at direct costs plus 15 %. Blueprints,
reproduction, messenger service, subsistence, travel and other expenses are billed at
direct cost plus 10 %. Terms are net 30 days with 1'/2% per month interest charges.
The above schedule is for straight time hours.
City of Newport Beach
BUDGET AMENDMENT
2000 -01
EFFECT ON
BUDGETARY FUND BALANCE:
Fund
Increase Revenue Estimates
X
280
Increase Expenditure Appropriations
X
REVENUE ESTIMATES (360 1)
Transfer Budget Appropriations
SOURCE:
Fund /Division
Account
Description
from existing budget appropriations
X
Private Donations/Contributions
from additional estimated revenues
4861
Measure M Competitive
from unappropriated fund balance
EXPLANATION:
NO. BA- 008
AMOUNT: E9T,000.00
Increase in Budgetary Fund Balance
AND Decrease in Budgetary Fund Balance
rl e
No effect on Budgetary Fund Balance
This budget amendment is requested to provide for the following:
To increase appropriations due to an increase in the Measure M funds awarded to the City and to
transfer funds so that they are correctly identified as a component of the Measure M Combined
Transportation Funding Program.
ACCOUNTING ENTRY:
BUDGETARY FUND BALANCE
Fund
Account
Description
280
3605
Fund Balance Control
REVENUE ESTIMATES (360 1)
C5100584
MacArthur Blvd/Jamboree Rd
Fund /Division
Account
Description
250
5901
Private Donations/Contributions
280
4861
Measure M Competitive
EXPENDITURE APPROPRIATIONS (3603)
Amount
Debit Credit
$23,000.00
$37,000.00
$60,000.00
$37,000.00
$37,000.00
Autom Uc System Entry.
Signed:
Fin ncial proval: Administrati ervices Director Date
Signed:. -D AZ A O
Administrative Appr al: City Manager D
Signed:
City Council Approval: City Clerk Date
Description
Division
Number
7251
Contribution
Account
Number
C5100584
MacArthur Blvd/Jamboree Rd
Division
Number
7284
Measure M Competitive
Account
Number
C5100584
MacArthur Blvd/Jamboree Rd
Amount
Debit Credit
$23,000.00
$37,000.00
$60,000.00
$37,000.00
$37,000.00
Autom Uc System Entry.
Signed:
Fin ncial proval: Administrati ervices Director Date
Signed:. -D AZ A O
Administrative Appr al: City Manager D
Signed:
City Council Approval: City Clerk Date