HomeMy WebLinkAboutAGMT - Anderson Penna Partners, Inc. (Design 7th St Alley Waterline & Sewer Replacements Project CIP No WT1607)PROFESSIONAL SERVICES AGREEMENT
for
Design of 7th Street Alley Waterline and Sewer
Replacements Project CIP No. WT1607
Between
City of Seal Beach
211 - 8th Street
Seal Beach, CA 90740
M
Anderson Penna Partners, Inc.
3737 Birch Street, Suite 250
Newport Beach, CA 92660
(949) 428 -1500
This Professional Service Agreement ( "the Agreement') is made as of October 12, 2015
(the `Effective Date "), by and between Anderson Penna Partners, Inc. ( "Consultant'), a
Corporation, and the City of Seal Beach ( "City "), a California charter city, (collectively,
"the Parties ").
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RECITALS
A. City desires certain professional services.
B. Consultant represents that it is qualified and able to provide City with such
services.
NOW THEREFORE, in consideration of the Parties' performance of the
promises, covenants, and conditions stated herein, the Parties hereto agree as
follows.
IT�3T11u1 lire
1.0 Scope of Services
1.1. Consultant shall provide those services ( "Services ") set forth in the
attached Exhibit A, which is hereby incorporated by this reference. To the extent
that there is any conflict between Exhibit A and this Agreement, this Agreement
shall control.
1.2. Consultant shall perform all Services under this Agreement in
accordance with the standard of care generally exercised by like professionals
under similar circumstances and in a manner reasonably satisfactory to City.
1.3. In performing this Agreement, Consultant shall comply with all
applicable provisions of federal, state, and local law.
1.4. Consultant will not be compensated for any work performed not
specified in the Scope of Services unless the City authorizes such work in
advance and in writing. The City Manger may authorize extra work to fund
unforeseen conditions up to the amount approved at the time of award by the
City Council. Payment for additional work in excess of this amount requires prior
City Council authorization.
2.0 Term
This term of this Agreement shall commence as of the Effective Date and shall
continue for a term of 1 year unless previously terminated as provided by this
Agreement.
3.0 Consultant's Compensation
City will pay Consultant in accordance with the hourly rates shown on the fee
schedule set forth in Exhibit A for Services but in no event will the City pay more
than $35,380. Any additional work authorized by the City pursuant to Section 1.4
will be compensated in accordance with the fee schedule set forth in Exhibit A
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4.0 Method of Payment
4.1. Consultant shall submit to City monthly invoices for all services
rendered pursuant to this Agreement. Such invoices shall be submitted within 15
days of the end of the month during which the services were rendered and shall
describe in detail the services rendered during the period, the days worked,
number of hours worked, the hourly rates charged, and the services performed
for each day in the period. City will pay Consultant within 30 days of receiving
Consultant's invoice. City will not withhold any applicable federal or state payroll
and other required taxes, or other authorized deductions from payments made to
Consultant.
4.2. Upon 24 -hour notice from City, Consultant shall allow City or City's
agents or representatives to inspect at Consultant's offices during reasonable
business hours all records, invoices, time cards, cost control sheets and other
records maintained by Consultant in connection with this Agreement. City's
rights under this Section 4.2 shall survive for two years following the termination
of this Agreement.
5.0 Termination
5.1. This Agreement may be terminated by City, without cause, or by
Consultant based on reasonable cause, upon giving the other party written notice
thereof not less than 30 days prior to the date of termination.
5.2. This Agreement may be terminated by City upon 10 days' notice to
Consultant if Consultant fails to provide satisfactory evidence of renewal or
replacement of comprehensive general liability insurance as required by this
Agreement at least 20 days before the expiration date of the previous policy.
6.0 Party Representatives
6.1. The City Manager is the City's representative for purposes of this
Agreement.
6.2. David R. Anderson, P.E. is the Consultant's primary representative
for purposes of this Agreement.
7.0 Notices
7.1. Ail notices permitted or required under this Agreement shall be
deemed made when personally delivered or when mailed 48 hours after deposit
in the United States Mail, first class postage prepaid and addressed to the party
at the following addresses:
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To City: City of Seal Beach
211 -8th Street
Seal Beach, California 90740
Attn: City Manager
To Consultant: Anderson Penna Partners, Inc.
3737 Birch Street, Suite 250
Newport Beach, CA 92660
Attn: David R. Anderson, P.E.
7.2. Actual notice shall be deemed adequate notice on the date actual
notice occurred, regardless of the method of service.
8.0 Independent Contractor
81. Consultant is an independent contractor and not an employee of
the City. All services provided pursuant to this Agreement shall be performed by
Consultant or under its supervision. Consultant will determine the means,
methods, and details of performing the services. Any additional personnel
performing services under this Agreement on behalf of Consultant shall also not
be employees of City and shall at all times be under Consultant's exclusive
direction and control. Consultant shall pay all wages, salaries, and other
amounts due such personnel in connection with their performance of services
under this Agreement and as required by law. Consultant shall be responsible
fer all reports and obligations respecting such additional personnel, including, but
not limited ic: social security taxes, income tax withholding, unemployment
insurance, disability insurance, and workers' compensation insurance.
8.2. Consultant shall indemnify and hold harmless City and its elected
o-fcials, officers, employees, servants, designated volunteers, and agents
serving as independent contractors in the role of City officials, from any and all
liability, damages, claims, costs and expenses of any nature to the extent arising
from Consultant's personnel practices. City shall have the right to offset against
the amount of any fees due to Consultant under this Agreement any amount due
to City from Consultant as a result of Consultant's failure to promptly pay to City
any reimbursement or indemnification arising under this Section.
9.0 Subcontractors
No portion of this Agreement shall be subcontracted without the prior written
approval of the City. Consultant is fully responsible to City for the performance of
any and all subcontractors.
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10.0 Assignment
Consultant shall not assign or transfer any interest in this Agreement whether by
assignment or novation, without the prior written consent of City. Any purported
assignment without such consent shall be void and without effect.
11.0 Insurance
11.1. Consultant shall not commence work under this Agreement until it
has provided evidence satisfactory to the City that Consultant has secured all
insurance required under this Section. Consultant shall furnish City with original
certificates of insurance and endorsements effecting coverage required by this
Agreement on forms satisfactory to the City. The certificates and endorsements
for each insurance policy shall be signed by a person authorized by that insurer
to bind coverage on its behalf, and shall be on forms provided by the City if
requested. All certificates and endorsements shall be received and approved by
the City before work commences. The City reserves the right to require
complete, certified copies of all required insurance policies, at any time.
11.2. Consultant shall, at its expense, procure and maintain for the
duration of the Agreement, insurance against claims for injuries to persons or
damages to property that may arise from or in connection with the performance
of this Agreement. Insurance is to be placed with insurers with a current A.M.
Best's rating no less than A:VIII, licensed to do business in California, and
satisfactory to the City. Coverage shall be at least as broad as the latest version
of the following: (1) General Liability: Insurance Services Office Commercial
General Liability coverage (occurrence form CG 0001); (2) Automobile Liability:
Insurance Services Office Business Auto Coverage form number CA 0001, code
1 (any auto); and, if required by the City, (3) Professional Liability. Consultant
shall maintain limits no less than: (1) General Liability: $2,000,000 per
occurrence for bodily injury, personal injury and property damage and if
Commercial General Liability Insurance or other form with a general aggregate
limit is used, either the general aggregate limit shall apply separately to this
Agreement/location or the general aggregate limit shall be twice the required
occurrence limit; (2) Automobile Liability: $1,000,000 per accident for bodily injury
and property damage; and (3) Professional Liability: $1,000,000 per
claim /aggregate.
113. The insurance policies shall contain the following provisions, or
Consultant shall provide endorsements on forms supplied or approved by the
City to state: (1) coverage shall not be suspended, voided, reduced or canceled
except after 30 days prior written notice by certified mail, return receipt
requested. has been given to the City; (2) any failure to comply with reporting or
other provisions of the policies, including breaches of warranties, shall not affect
coverage provided to the City, its directors, officials, officers, (3) coverage shall
be primary insurance as respects the City, its directors, officials, officers,
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employees, agents and volunteers, or if excess, shall stand in an unbroken chain
of coverage excess of the Consultant's scheduled underlying coverage and that
any insurance or self - insurance maintained by the City, its directors, officials,
officers, employees, agents and volunteers shall be excess of the Consultant's
insurance and shall not be called upon to contribute with it; (4) for general liability
insurance, that the City, its directors, officials, officers, employees, agents and
volunteers shall be covered as additional insureds with respect to the services or
operations performed by or on behalf of the Consultant, including materials, parts
or equipment furnished in connection with such work; and (5) for automobile
liability, that the City, its directors, officials, officers, employees, agents and
volunteers shall be covered as additional insureds with respect to the ownership,
operation, maintenance, use, loading or unloading of any auto owned, leased,
hired or borrowed by the Consultant or for which the Consultant is responsible.
11.4. All insurance required by this Section shall contain standard
separation of insureds provisions and shall not contain any special limitations on
the scope of protection afforded to the City, its directors, officials, officers,
employees, agents, and volunteers.
11.5. Any deductibles or self- insured retentions shall be declared to and
approved by the City. Consultant guarantees that, at the option of the City,
either: (1) the insurer shall reduce or eliminate such deductibles or self- insured
retentions as respects the City, its directors, officials, officers, employees,
agents, and volunteers; or (2) the Consultant shall procure a bond guaranteeing
payment of losses and related investigation costs, claims and administrative and
defense expenses.
12,0 indemnification, Hold Harmless, and Duty to Defend
Consultant shall defend, indemnify, and hold the City, its officials, officers,
employees, volunteers and agents serving as independent contractors in the role
of city officials (collectively Indemnitees ") free and harmless from any and all
claims, demands, causes of action, costs, expenses, liability, loss, damage or
injury, in law or equity, to property or persons, including wrongful death, in any
manner arising out of or incident to any acts or omissions of Consultant, its
employees, or its agents in connection with the performance of this Agreement,
including without limitation the payment of all consequential damages and
attorneys' fees and other related costs and expenses, except for such loss or
damage arising from the sole negligence or willful misconduct of the City. With
respect to any and all such aforesaid suits, actions, or other legal proceedings of
every kind that may be brought or instituted against Indemnitees, Consultant
shall defend Indemnitees, at Consultant's own cost, expense, and risk, and shall
pay and satisfy any judgment, award, or decree that may be rendered against
Indemnitees. Consultant shall reimburse City and its directors, officials, officers,
en- ployees, agents and /or volunteers, for any and all legal expenses and costs
incurred by each of them in connection therewith or in enforcing the indemnity
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herein provided. Consultant's obligation to indemnify shall not be restricted to
insurance proceeds, if any, received by Consultant, the City, its directors,
officials, officers, employees, agents or volunteers. All duties of Consultant
under this Section shall survive termination of this Agreement.
13.0 Equal Opportunity
Consultant a iirmatively represents that it is an equal opportunity employer.
Consultant shall not discriminate against any subcontractor, employee, or
applicant for employment because of race, religion, color, national origin,
handicap, ancestry, sex, sexual orientation, or age. Such non - discrimination
includes, but is not limited to, all activities related to initial employment,
upgrading, demotion, transfer, recruitment or recruitment advertising, layoff, or
termination.
14.0 Labor Certification
By its signature hereunder, Consultant certifies that it is aware of the provisions
of Section 3700 of the California Labor Code that require every employer to be
insured against liability for Workers' Compensation or to undertake self- insurance
in accordance with the provisions of that Code, and agrees to comply with such
provisions before commencing the performance of the Services.
45.0 Entire agreement
This Agreement contains the entire agreement of the parties with respect to the
subject matter hereof, and supersedes all prior negotiations, understandings, or
agreements. This Agreement may only be modified by a writing signed by both
parties.
16.0 5e'verability
The invalidity in whole or in part of any provisions of this Agreement shall not
void or affect the validity of the other provisions of this Agreement.
17.0 Governing Law
This Agreement shall be governed by and construed in accordance with the laws
of the State of California.
18.0 No Third Party Rights
No third party shall be deemed to have any rights hereunder against either party
as a resuit of this Agreement.
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No waiver of any default shall constitute a waiver of any other default or breach,
whether of the same or other covenant or condition. No waiver, benefit, privilege,
or service voluntarily given or performed by a party shall give the other party any
contractual rights by custom, estoppel, or otherwise.
20.0 Prohibited Interests; Conflict of Interest
20.1. Consultant covenants that it presently has no interest and shall not
acquire any interest, direct or indirect, which may be affected by the Services, or
which would conflict in any manner with the performance of the Services.
Consultant further covenants that, in performance of this Agreement, no person
having any such interest shall be employed by it. Furthermore, Consultant shall
avoid the appearance of having any interest, which would conflict in any manner
with the performance of the Services. Consultant shall not accept any
employment or representation during the term of this Agreement which is or may
likely make Consultant "financially interested" (as provided in California
Government Code §§ i 090 and 87100) in any decision made by City on any
matter in connection with which Consultant has been retained.
20.2. Consultant further warrants and maintains that it has not employed
or retained any person or entity, other than a bona fide employee working
exclusively for Consultant, to solicit or obtain this Agreement. Nor has
Consultant paid or agreed to pay any person or entity, other than a bona fide
employee working exclusively for Consultant, any fee, commission, gift,
percentage, or any other consideration contingent upon the execution of this
Agreement. Upon any breach or violation of this warranty, City shall have the
right, at its sole and absolute discretion, to terminate this Agreement without
further liability, or to deduct from any sums payable to Consultant hereunder the
full amount or value of any such fee, commission, percentage or gift.
20.3. Consultant warrants and maintains that it has no knowledge that
any officer or employee of City has any interest, whether contractual, non -
contractual, financial. proprietary, or otherwise, in this transaction or in the
business of Consultant, and that if any such interest comes to the knowledge of
Consultant at any time during the term of this Agreement, Consultant shall
immediately make a complete, written disclosure of such interest to City, even if
such interest would not be deemed a prohibited "conflict of interest" under
applicable laws as described in this subsection.
21.0 Attorneys' Fees
If either party commences an action against the other party, either legal,
administrative or otherwise, arising out of or in connection with this Agreement,
the prevailing party in such litigation shall be entitled to have and recover from
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the losing party all of its attorneys' fees and other costs incurred in connection
therewith.
22.0 Exhibits
All exhibits referenced in this Agreement are hereby incorporated into the
Agreement as if set forth in full herein. In the event of any material discrepancy
between the terms of any exhibit so incorporated and the terms of this
Agreement, the terms of this Agreement shall control.
23.0 Corporate Authority
The person executing this Agreement on behalf of Consultant warrants that he or
she is duly authorized to execute this Agreement on behalf of said Party and that
by his or her execution, the Consultant is formally bound to the provisions of this
Agreement.
IN WITNESS WHEREOF, the Parties hereto, through their respective authorized
representatives have executed this Agreement as of the date and year first
above written.
CITY OF SEAL BEACH
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Attest:
By:
Tina Knapp, City Cle k
Appro%
By:
CONSULTANT
By:
Name:
Its:
By:
Name:
Its:
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EXHIBIT A
Anderson Penna Partners, Inc. Proposal
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Proposal to Provide
Professional Engineering Design Services
7t' Street Alley Waterline and
Sewer Replacement
Project CIP No. WT1607
from Electric Avenue to Pacific Coast Highway
August 25, 2015
Submitted by:
i
ANDERSON • PENNA
•PARTNERS IN PROJECT DELIVERY-
3737 BIRCH STREET, SUITE 250
NEW.�ORT BEACH, CA 92660
(949) 426-1 500
AWW.ANDREN.COM
ANDDEMON • PENNA
• PARTNERS IN PROJECT DELIVERY•
August 25, 2015
Mr. Cesar Rangel
Assistant Engineer, Department of Public Works
City of Seal Beach
211 Eighth Street
Seal Beach, CA 90740
Subject: Proposal for Professional Engineering Design Services for the 7th Street Alley Waterline and Sewer
Replacement Project, CIP No. WT1607, from Electric Avenue to Pacific Coast Highway
Dear MT. Rangel,
AndersonPenna Partners, Inc. (APP) appreciates this opportunity to present this proposal, which includes a highly qualified
team that has substantial experience with the design of alley improvement projects in many Southern California cities,
including extensive experience with the City of Seal Beach. As reflected in our proposal, the APP team has good working
relationships with City staff and understands the issues that will be important on this alley improvement project. In addition
to the scope of work outlined in the City's RFP, the APP team proposes and is well qualified to provide pavement
rehabilitation services for this project.
We believe the APP team is well suited to assist the City with this project for the following reasons:
The Tear?
• Project Manager, Malt Stenien, PE with over 30 years of experience working on municipal public works infrastructure
design pojeas. His experience specifically working on alley improvement projects will be evident to you when you
review our relevant project experience and the approach we have developed for this project. It should be noted that
Matt has served as project engineer for the design of over 30 alleys in Orange County, including the design of
pavement and sewer improvements for the City of Seal Beach's Ocean Avenue Alleys project in 2012.
• Project Engineer, Joe Buckner, PE, PLS with more than 25 years of experience designing roadway and utility
improvements fot many Southern California Cities. He is currently working on the design of an alley reconstruction
project in San Juan Capistrano.
• Our proposed Utility Engineer, Bart Mink, PE with more than 15 years of experience designing water and
sewer facilities.
• An exclusive team of subconsultants to provide survey (Kelsurvey), geotechnical engineering (Associated Soils
Engineering, Inc.), underground utility location (GPRS, Inc.) and Potholing (Boudreau Pipeline Corp.) that we have
worked with on numerous projects and who have proven to be responsive, reliable and reasonably priced. Their work
Product is of the highest quality, which meets our standards to provide the highest quality final deliverable to
our clients.
The Company
o APP is a company run by principals with a stake in every project or assignment undertaken. We devote our services to
public agencies and do not work for private developers. Many of our staff members work regularly in City offices and
serve in -house roles as capital project delivery professionals.
3737 EIRCH STPE-_-i, SILT- 250 - NEWRORT EEACH, CA 92660 WWW.ANDPEN.COM
PHN 949 428 1 5C0 " ='.X 949 258 S053 CERTIFIED DBE
•
City of Seal Beach
August 25, 2015
Page 2
Relevant Experience
E
o The proposed team members assigned to the 7th Street Alley, Waterline and Sewer Improvement project for the City
of Seal Beach haw recently completed reievaw, related assignments for other local Southern California public
mencies. These assignments include the design of alleys, sewer pipelines, water pipelines and structural and
ro_dway concrete.
Understanding of issues
Y We believe that after rEviewinc our propose!, it wi!I be evidentto the City thatwe have a good understanding of the
project and the desien issues. This understanding will help us deliver a quality product that proceeds on a
predictable schedule, is designed within budget and is constructed without problems.
We look forv+ard to serving the City of Seal Beach on this alley improvement project. Please feel free to contact Matt Stepien
at (949) 370 -3164 or at mstepien @andpen.com if you have any questions or need any additional information. We look
forward to hearing frcm you and hope you find our enclosed proposal comprehensive and responsive to your RFP.
Sincerely,
Anderson?enna Partners, Inc.
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David R. Anderson, P=
Executive Vice President, Engineering Services
Enclosure
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Professional Engineering Design Services 7th StmetA||eYVV&erlineand Sewe8ep|»cemeo(Pmect
frnm[|e(tricAx�oue to Pacific Coast Highway, OP No. N/7l607
Table of Contents
FirmQualifications ... ...................... .............................. .......... ...................................................
Anderson Perin aOann,n, Inc .................. ...........................................................................
Services, Approach and MethoUoiogy .... ......... .................................................. ..........................
PmJect4ppma� ............................................. ..... —, .............. ,,~^^~.~~~~^~^'~.
Keyissues ................... .................................................. —`---.,~~~~~~.^~.^..
Scopex( Work ......................................................................................................................
Quality /&sv/aos and Quality Control Process/Procedures ...................................................
Services Not Included in the Proposal ............................................................................................
Team0ryanizaflon.— ............................................ ................... .............................................
0rgaob-tiooLh�x ......... .,.—,—'.................................................................................
SubansuIra fits --- ....... .......................................................................................................
Resumes o|Kev Personnel ---........................................................................................
Similar P jecrs..--.--.----------'.---------'`..,^~~~^^^~~^.
Sewer add \Noa/ Utility ' Experi-occ .................. .... I. .......... . ............. ..............................
Schedule............... ............................................... .......................................................................
Fee PmPus|(,sepam|e|y sealed env,-|op").....................................................................................
Disclosure............... ............. ......................................... ............................................................
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ANDERSON PENNA
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Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, CIP No. WT1607
Firm Qualifications
dndersonPenna Partners; @nc,
AndersonPenna Partners, Inc. (APP) specializes in project delivery for local and regional public agencies and special districts
throughout the western United States. With an emphasis on practical, experienced and cost effective solutions, APP
capabilities range from local agency public works improvements, to major transportation projects and public building
facilities projects, as well as mam7ginc multi - project capital improvement programs for public agencies. Our team of
professionals provides civil engineering planning and design, construction oversight and inspection, project and construction
management, and grant application and management.
Our clients rangef:om various dimes and counties to transportation
agencies and special districts.P.PP also provides staff augmentation
for public works and planning departments, federal compliance for
ARRA and other federally funded projects, railroad bridge inspection
and rating, and peer plan review /plan
check services.
APP is both experienced and technically current in the design,
construction, rehabilitation, maintenance and funding of roadways,
storm drains, and water and wastewater facilities and systems. In
addition, our staff is fully versed in technical studies for roadway and
utility projects, hydrology -nd hydraulic modeling studies, master
plans for sewer, drainage and roadways, capital improvement
program management, permuting and funding assistance, support
W project advertisement for bid and suppor ing construction and
coordination with utilities, neighboring agencies and regulatory agencies.
We are a Cahl'ornia comortion that has been in business since 2005, and are a woman -owned DBE and Certified SBE. We are
headquarered in Newport Beach, CA with more than 70 employees operating out of Southern California. We recently opened
a South Bay office in Cardena, CA. as well as supper several satellite and /or project /client offices for several field operations
employees. The company's team of professionals provides engineering, project and construction management, construction
oversight and inspection and grant application and management.
A summary gfAPP prpfessi —I services include:
• Civil engineering design services
• Project management and staff augmentation for public works /planning
• Construction management and inspection services
• Financial consulting, assessment district formation and grants administration
• Energy efficiency
1�Paae
ANDERSONTENNA
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e Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, CIP No. WT1607
Services, Approach and Methodology
APP accepts the Scope of Services included in the RFP. APP'S approach and additional detail to the Scope of Services is also
further detailed below. The APP team will be responsible for plans, specifications and estimates (PS &E) for this contract. The
APP team will perform as part of the City's team, in the City's best interest, as an extension of City staff.
Project Approach
Our project approach is framed by our understanding of the project from information acquired as a result of our review of the
Request for Proposal, our field review of the project site and our extensive previous experience on many capital improvement
design projects and similar waterline, sewer and alley design projecis. Based on this understanding, we are providing
experienced staff and sub - consultants who will take ownership of the perspective project elements and who understand their
roles and responsibilities.
Our project approach and proven work plan is based or, a pro -active project management approach. We firmly believe in
"doing it right the first time ". Consequently, we realize that when pursuing project success it is critical to thoroughly
define the project requirements before the work is started. The project requirement must be mutually agreed on between the
client and the design team. The requirement must also be clearly communicated and understood by all disciplines and at
all staff levels.
We do not assume that the City staff has the full range of knowledge and experience necessary to know all of the detailed
design requirements. Therefore, we will assume responsibility and take the initiative for extracting this required information
from the City. The use of a carefully prepared Project Management Plan will be our key to achieving quality expectations.
We find that projects are most successful when we manage the design /documentation process from the early stages of the
project, working closely with the City to collaboratively develop the design for the project.
We will rneef with the City engineering and maintenance staff as a first step to determine the technical parameters, previous
experience vvith similar projects in the area, and define project goals. We have already identified key project issues as outlined
below, that will be the basis for our outline of the project goals and our Project Management Plan.
Our experience and observations related to this proposal are as follows:
• In conjunction with our previous experience on the Ocean Alley Improvements, we propose to reduce the City's typical
struGUral seGlori whlboui compromising then, a In ten an cc or hfe cycle costs.
• It will be essential to qet feedback from the City regarding the extent of pavement reconstruction that the City wants to
comolete outside of, he alley right -of -way for join purposes. Typically improvements are resolved on a case -by -case
basis. We recommend walking the project with City staff to identify specific recommendations.
• Existing sewer and water facilities were noted in the alleys. We are assuming that electrical, telephone and CATV are
overhead and that gas is probably also located in the alley.
• Shallow utilities in our experience seem to be more prevalent in alleys. If any exist, they will need to be identified early in
the design process in case the utility company has to reconstruct some of their facilities. We have included on our
organizational chart and scope of work a utility detection subconsultant that can be of assistance with this effort.
• Based on the topo supplied with the RFP, the longitudinal grade is less than 0.2% from south to north. We will verify
this with detailed survey and also provide acceptable cross -fall within the alley.
• Adequate separation of sewer and water pipelines should be maintained in accordance with the City of Seal Beach
Standard Plans 925 S -18a and 18b, as well as the County of Orange Health Care Agency and State of California
Department of Public Health's most current Waterworks Standards.
• A critical issue for all sewer rehabilitation projects is the handling of flows during construction. Suitable temporary
sewage handling facilities and bypass strategies will need to be incorporated into the design.
2 1 P a o e
ANDERSON PENNA
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Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, CIP No. WT1607
Key 9ssues
The following issues must be carefully considered during the course of the project.
Private Property Impacts
In preparing the preliminary plans for the project, the impact that the proposed improvements will have on existing utilities
and private property improvements will have to be precisely determined. The impacts to existing walls, fences, driveways,
utilities, and border IanU- soaping will have to be reviewed and addressed on a case -by -case basis.
Alley Experience
The design of alleys are in many ways more challenging than a typical roadway or utility project because of the need for
attention to detail, the narrow width involved, and the extent of improvements immediately adjacent to the alleys.
Knowledge of alley design issues and criteria may be one of the determining factors as to whether this project is kept on
schedule or not and whether the adjacent residents are satisfied with the end product. The APP Project Team has completed
the design of over 30 alley segments, many in areas where the prevailing longitudinal alley grades are less than 0.4x/0
(Huntington Beach, Seal Beach, Laguna Beach, and Fullerton). As a result, our Project Team is familiar with all of the nuances
of alley design, including creative design solutions to drainage problems.
Attention to Details
Paying attention to the details - whe *.her it is designing alley
approaches, tying down the horizontal and vertical alignment of
the utilities, or ensuring that good joins are made for the alley
design - is probably the most critical part of the project. This
attention to detail will extend to providing the best alley right -of-
way information available. The experience of the APP Project
Team, both in the industry as well as with alley projects, combined
with our proven QA /QC procedures, help to assure the City that the
details of the project design are being closely scrutinized and
double - checked.
Utility Coordination
Alley construction can oft-en result in impacts to existing shallow
utilities, which in our experience tend to be shallower in alleys than
in roadways. It is essential to conduct a thorough utility search,
supplemented by follow -up with the various utility companies
throughout the design phase of the project. Maintaining good
records and being persistent with follow -up procedures are
essential to identifying potential problems as early in the design
process as possible.
Construction CostsNalue Engineering
The APP team will pay special attention to the preparation of a realistic construction estimate and look for ways to save
construction costs. Our estimates will be based on contractor bids for similar recent construction projects supplemented by
direct discussion with APR's construction management personnel and local contractors. A good example is APP's
recommendation to reduce the concrete alley section on our previous project with the City.
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Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, CIP No. WT1607
Drainage Issues
The longitudinal gradient associated with the alleys, in relation to the
elevations of adjacent development, is importantto ensure that new
drainage problems are not created and to resolve existing drainage
problems. As we have done on other alley designs, including the Ocean
Alleys, we will created high points as necessary that allow the alley to
drain in both directions, thereby allowing'foan increased longitudinal
slope.
Scope of Work
The following work scope items are included in our proposed fee to accomplish this project:
1. Attend Design Kickoff Meeting and additional milestone meetings with City staff. The City has requested that we
assumethere will be two meetings required.
2. Provide for utility company coordination by sending out preliminary and final utility notices to pertinent utility
cornpanizs. These notices will include information about plan requests, prior rights, and any information about
whether or not utilities need to be relocated prior to construction of City improvements taking place.
3. Perform design topographic survey to include driveways, trees, signage, street lights, fire hydrants, water and gas
valves, manholes, structures, striping, power poles, catch basins, vaults, utilities and easements or lot lines.
4. Perform a aeotechnical investigation to provide for recommendations associated with the water and sewer
in provements including recommendations for bedding, backfill, groundwater depths, trench excavation setbacks,
etc.
5. Perorm ground penetratirg radar to identify the depth and alignment of subsurface utilities. The City has also
requested that w: include at least 4 pothole excavations in our scope of work to verify the existing depth, size and
material of utilities in question.
6. Investigate and analyze the existing site conditions and provide recommendations or alternatives to accomplish the
coals of the proposed improvements required.
7. Assist the City with obtaining the necessary Caltrans Encroachment Permit.
8. Submit PS &E for review at 659'0 level; three hard copies have been requested in the City's RFP.
9. Submit PS &E for final review at the 90% level and complete set of specifications. This submittal will incorporate all
City and utility company Input.
10. (applicable, prepare final notice to Utility Companies and give indication as to project schedule and requirements.
11. Be available to answer questions from City staff and /or City Council both before and during the City Council meeting
to approve the final PS &E.
12. After final City approval, provide City of Seal Beach with final bid package ready documents in digital format and
one set of mylars signed and sealed by the Project Engineer.
13. Assist the City of Seal Beach with response to any questions that arise during the bid process and prepare any
addendum necessary to insure quality bids are submitted by the Contracting community.
14. Assist the City with construction assistance, including but not limited to, review submittals, shop drawings, material
certification, provide clarification of contract documents, and engineering assistance related to change order work.
Survey and Base Mapping
Research of Record Information
Obtain bench marks, centerline ties, record maps and other available survey data from City of Seal Beach and County of
Orange.
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Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, CIP No. WTI 607
Field Surveying
Project Datum to be used
• Horizontal: State Plane Coordinates
• Vertical: NAVD 88 (Oranoe County Surveyor bench mark)
Topographic Survey Limits
• From driveway approach to driveway approach, and extending 10 feet north and south on intersecting streets
• To existing Physical structure such as walls, fences or buildings
Topographic Survey
• Collect s-.andard t000graphic detail (existing street improvements, drainage structures, curbs, fire hydrants, visible
utilities, driveways, alleyway intersections, curb ramps, cross- gutters, street signs, etc.) of features within project
limns described above
• Dip for invert elevation of worm drain and sewer manholes within and adjacent to project street reaches (verify with
engineer)
• Provide dip notes (sketch) and pictures of each manhole surveyed
Crass - Section Survey
• Collect cross - sections at twenty -five foot (25') intervals for each alley reach, within project limits described above
Mapping
Topographic
• Prepare base mapping of survey detail collected
• Review and revise with a field walk and required drafting revisions, if any
Centerline and right -of -way
• Create record centerline based on retrieved record information and existing centerline monumentation, not a
boundary survey or boundary establishment
Geotechnical
Based upon our understanding of the current proposed project, it is assumed that ASE would need to perform the following
services for the preliminary geotechnical investigation.
• Review of any available geotechnical data on and adjacent to the site.
• Geologic reconnaissance of the site to establish location and accessibility of planned borings. Mark boring locations
and notify Underground Service Alert 72 hours in advance of drilling.
• Obtain any necessary (no fee) permits from the City of Seal Beach. It is assumed that any permits to drill the
proposed borings will be provided at no cost to ASE. Provide traffic control, including lane closures, according to the
WATCH Manual. For the purpose of this proposal, it is assumed that a Traffic Control Plan (TCP) will not be
necessary,
• Excavation of two (2) exploratory borings to a minimum depth of 15 feet below pavement surface utilizing a truck -
mounted hollow stem auger drill rig to determine parameters that may affect the proposed development. As the
area is in an area of shallow ground water, each of the borings will be backfilled with bentonite slurry and the
native materials from the boring placed in 55 gallon drums and removed by ASE personnel, then patched with cold
patch asphalt or "Rapid set" concrete, as necessary to match existing. For the purpose of this proposal, it is assumed
that the drilling operations can be completed In less than one (1) day.
• ASE will screen soil samples for VOC's using an OVA meter during the drilling operation. If VOC readings exceed 50
parts per million (ppm), samples will be taken to a State EPA Certified laboratory for additional environmental
laboratory testing (i.e. EPA 8015, 8020 and 1664 and Title 22 Metals).
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ANDERSON- PENNA
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Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, CIP No. WT1607
• Appropriate laboratory testing for detennination of classification, moisture /density of in -situ samples, laboratory
maximum density, sieve analyses, corrosivity (pH, sulfates, chlorides, and electrical resistivity), R -Value and shear
strength of soil materials as necessary.
• Prepare a single 6eotechnical investigation Report (4 copies) for the project addressing the geotechnical parameters
outlined above and including, but not limited to, recommendations for earthwork factors, preliminary foundation
design for manhol- structures, shoring and bedding, and PCC pavement design.
Preliminary Design
Research and Review
On all design projects, APP begins by meeting with the Client to refine the specific project design criteria and objectives. The
meeting will result in idennfication of key contacts, design criteria and preliminary design constraints.
APP shall collect and review ail City record information including, but not necessarily limited to, the following:
• As-buiitoravvinos
• Utility record drawings
• Siaht -of -way record maps
• .Assessor' parcel maps
• 3enchmark information ac,d centerline intersection ties
Field Review
The Project Team will review the project in the field and take photographs of constraints that will impact the proposed alley
projects. T' re photographs vill be filed in a photo album with a written description clearly identifying each picture. The
albums serve as a constant reference during design and are invaluable when discussing issues at meetings.
In additinn to the photographs, field revievrs will be conducted by the engineering staff to supplement the information
provided by the surveyor. We strmngly recommend a field review with the City during the preliminary design phase to discuss
specific design issues, including the edge join conditions and potential private property impacts for many of the properties.
Utility Investigation and Coordination
Utility coordination will be onnoing throughout he duration of this project and will consist of the following tasks:
• Obtain plans shoveling location and size oral utility lines and appurtenances within the project area, including any
available depth information relating to s'(-tallow udlities.
• Dlr.t.. ill i liR.eS nn, pla nc
• Cross check plotted locations above with field review information to insure that existing lines are shown in the
proper location.
• As early in the design process as possible, 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 APP submittals to the City for plan
check.
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ANDERSON PENNA
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Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue io Pacific Coast Highway, CIP No. WT1607
Potholing
In conjunction with our utility investigation, it is anticipated that we will not be able to accurately locate some of the existing
utilities due to lack of good information. We have assumed the potholing of two existing utilities to determine the depth,
size, location and maierial of utilities.
Utilitv Detection
Utility detection services can be used to identify the depth of most subsurface utilities. Since we would primarily be concerned
with the depth (and alignment) of shallow utilities That could potentially be impacted by the reconstruction of the alleys, the
effort would be focused on the utilities that do not have good record information and that could be shallow. We would
anticipate that this would generally consist of telephone, cable and gas facilities. Sewer and storm drain depths are usually
deeper, plus the manholes can be dipped to verity depths of the facilities.
CCTV Existing Sewer (Optional
Given that the City had the existing sewers videotaped approximately two years ago, and that the sewer will be totally
reconstructed, we have assumed :hat additional CCTV effort will not be required. However, we have included the CCTV of the
existing sewer as an optional task.
Preliminary Plans
Based upon recommendations provided by APP and feedback from the City, APP will complete the construction bid
documents in the form of plans, specifications and estimates (PS &E). We envision the following plan set:
Description # Sheets
Title Sheet .. ...............................
General Notes /De *.ails ................
Alley Plans (10- scale) .........................
Sewe: Plans (10 scale' .........................
Water Plans (10 scale) ........................
TOTAL
....................................... ............................... .
....................................... ............................... 2
....................................... ............................... 2
S Sheets
Pavement Plans
Pavement plans will be prepared using the topographic survey data to create base sheets. The alley improvements will
include the reconstruction of the alley approaches at the intersecting side streets, where necessary, in order to provide
appropriate joins. V.1e recommend the City consider preparing 10 -scale plans. We have used this scale in the past successfully
on our other alley projects.
A review of the existing grades preliminarily indicates that the existing longitudinal grades are very flat. As discussed earlier,
it may be possible to create a high point in the alley north of Electric Avenue, thereby allowing for an increased slope for the
remaining portion to the north of the high point. Design cross- sections will be critical to the design of the alley improvements
in order to ensure that private property elevations are being joined and that the alley cross -fall is within an acceptable range
(not too flat or too steep).
One of the key design issues will be to minimize the impacts to existing development and to determine the best join point at
the edges of the alley, which is not always at the right -of -way line. Although the initial intent will be to end the alley
rehabilitation /reconstruction at the right -of -way line, each property will have to be evaluated on a case -by -case basis,
especially given the wide range of field conditions noted during our preliminary field review. There appear to be several
instances where existing private property improvements (walls, landscaping, etc.) extend into the public right -of -way, and
City feedback will be needed to determine how to proceed.
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ANDERSON PENNA
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Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, CIP No. WT1607
Water and Sewer Plans
As identified in the Project Understanding portion of the Proposal, sewer and water separation criteria must be met. In order
to take advantage of the existing manholes, especially the manholes for the intersecting north /south alleys, and to
minimize the length of sewer lateral reconstruction, we will initially attempt to maintain the horizontal alignment of the
existing sewer main. Based on the extent of the other existing utilities in each alley, the horizontal alignment of the proposed
water main will also ba established.
Upon establishment of the proposed horizontal alignments, separate 10 -scale plan and profile drawings will be prepared for
the wary arid sewer improvements. For the sewer plans, manholes will be rehabilitated and connection details will be
provided b tie the existing sewer laterals to the proposed sewer main.
For the water plans, in additon to the proposed 8 -inch water main plan and profile, notes and details will also be prepared
forthe replacement of water pate valves, services, meters, fire hydrants and other appurtenances. The proposed sewer main
profile will also be shown on the water plans to assist in identifying areas where potential vertical conflicts exist and so that
details can be provided to reconstruct laterals as necessary.
Final Plans
Title Sheet, General Notes and Detail Sheets
APP will prepare the above sheets in conformance with City Standards, showing vicinity map, general notes, names and
numbers of utility companies, typical cross sections, etc.
Plan and Profile Sheets
The plan and profile sheets wili show the horizontal and vertical alignments in combined plan and profile base sheets. The
plans will show the centerline, curb median, curb and gutter lines, sidewalk, driveways, right -of -way lines, existing
improvements, existing sewer lines and water mains, in addition to all necessary construction details and at connection
points. Trenching details and method of construction will also be shown on the plans. The plans will also show all the existing
utilities as well as typical cross sections of the streets showing vertical and horizontal clearances of the utilities.
Staae Construction Plans
Stage construction pl ns are not anticipated to be necessary since alleys will be constructed by closing one alley at a time.
Water Quainy /Storm Water Pollution Prevention Plan — SWPPP
Since these were riot included in the,RFP, we have not included any effort for these tasks.
Specifications
Specifications will be prepared in conformance with City of Seal Beach's format. Items requiring special attention are
anticipated to include protecting existing utilities, maintaining sewer and water service, and any construction phasing for the
alleys during construction. In addition, APP will prepare the Bid Schedule that need to be incorporated into the Specifications.
Cost Estimate and Quantity Takeoff
APP will prepare and submit to the City a detailed engineer's construction cost estimate, in MS Excel format, including
quantities and costs based on the final design.
Meetin s
APP will attend the design kick -off meeting with City staff and two additional meetings through the design process.
Additionally, APP will attend the City Council meeting where the final PS &E are being approved.
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e Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, CIP No. WT1607
Submittals
APP will submit three (3) sets of FSM at 63%, 909%, and 100% design levels to the City for review and approval. Once the
project is approved by the City staff, APP will provide the City with 24° x 36 Mylar sheets (reproducible master) and three (3)
copies of the Final
Projed Management /Quality Assurance and Quality Control
The Project Management task is directed at the organization, planning and control of the project team. Activities include
scheduling and monitoring of the project team, cast control and an active quality control program.
Quality Control will be an ongoing task throughout the duration of the project. In addition to the Quality Control by the
Project Manager, z Quality Control engineer that is not involved in the project will review the plans. The QC engineer will do a
technical evaluation of the plans, cost estimate and the project specifications. The review comments are transmitted to the
Project Manager during a subsequent meeting.
Caltrans Encroachment Permit
APP will prepare and process a Caltrans 'Encroachment permit for the reconstruction of the alley approach on PCH. Since this
is a simple reconstruction where the sidewalk width already exceeds Caltrans minimum width design standards, that will
result in improves .ADA- compliance, we are not anticipating additional studies or Fact Sheets or plans as a part of obtaining
this permit.
Construction Assistance
APP will assist the City Aith responding to all wricen requests for clarification and will prepare addenda(s) if necessary. In
addition, APP will assist the City with the following services:
• Provide clarification of contract documents, as necessary, during the construction phase.
• Review submittals, shop drawing, and material certifications, as requested.
• Provide engineering assistance related to change order work initiated by the City, as requested.
• Subsequent to construction, draft in ink all changes to the original mylar bid plans. Also, revise digital files using
record drawings and provide updated digital files in AutoCAD format.
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ANDERSON PENNA
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Professional = ngineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, CIP No. WT1607
Quality Assurance and Quality Control Process /Procedures
QA /QC is a key component to any project, and a critical component for this project that encompasses numerous property
owners, temporary enrrozchmem permits and design elements. Quality Control will be an ongoing task throughout the
project. The initial effort will be in the development, of a project specific checklist that will establish specific tasks that need to
be accomplished, the estin-at'-d completion date and a signature block for the project manager to sign that the task has been
completed and reviewed. Bob Merrell, PE, is responsible for overall QA /QC, and will ensure that all checklist items are
addressed by the oroiect manager.
Submittals: For each of the milestone submittals, the oroject
manages Will be responsinle to ensure that the submittal meets
the scope requirements. In addition to plan and specification
review, The pro ' iecT r Manager will evau,ate progress and review
the results of the comparison with the Senior Design E-ngineer
and, to the extent possible, develop a plan to keep the project
within budget and on time.
Schedule: Our senior desinn enoineer will menare and maintain
a Mlcrusuii Project schedule that foc'uScs on delivering the
project. The schedule, task lists and progress reports will be used
to list each task in rite project to eriable our project manager to
hold members accountable for delivery. We will provide a
summary report regularly that shows Tasks completed, items
that have changed,anoscneoule updates.
Our Strategic Approach to a Quality Product:
a Understand the Project: Quality cenroi stars at the beginning of the project through planning and controls. At
the forefront of r'oe project, our projeci manager will discuss the proposed scope of work, projected schedule, and
estimatoo costs in detai! with the City to ensure that the project scope and goals are fully understood from the
onset.
a The Ripht People for the Project: Our project team has extensive, relevant experience in completing roadway
projects in tos Angeles aed Orange Counties and. within the CiTy. The team that has been formed will hit the ground
running, delivering on schedule and within budget.
• Communication: Our project manager has an excellent track record communicating with clients, subconsultants,
staff, and stakeholders. Frequent communication and tracking of project progress is integral to his approach to
every project.
Familiar Subconsultants: The subconsultants for thisteam have been selected because of their expertise, their
prior performance, and we have successfully completed other projects together.
• Schedule Control: We have project management tools that forecast staff requirements and labor allocations three
month in advance.
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s V Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Aver, lie in Pacific Coast Highway, C I P No. WT1607
Street/Alley Design Checklist
1. Research and Data Gathering
a. Meet with client to review project
b. Obtain as -built plans, maps, utility records, etc.
Preliminary job -walk, photos, etc.
c. Determine review process, including outside agencies
e. Meet with outside agencies
Research in -house files and mapping logs to obtain pertinent
mormation from previous projects.
CondnCT preliminary in -house design team meeting
�. Review project assignment
b. Clarify responsibilities
C. Identify potential problems
d. Develop project approach
Develop preliminary list of plans to be prepared
u Review design checklists for types of plans to be prepared (street, storm drain,
strucur,,l. ec
Refine projec,. schedule from proposal
6. Submit First utility notice 7
7. Identify design constraints
S. Reauestoutsideservices
_. Geotech
b. Structural
c Landscaping
d. EnvironmEntal
e. Survey
f. J; her (specify)
9. List design assumptions
10. Prepare preliminary design (+30%)
a. Alignment study
b. Preliminary layouts
c. Preliminary cost estimate (compare with budget)
d. Alternatives analysis
11. QA /QC REVIEW
12. Revise per QA /QC Comments
13. Submit to client
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ANDERSON-PENNA
Professional = ngineering Design Services 7th Street.^ Alley Waterline and Sewer Replacement Project
from Eleatic Avenue to Pacific Coast � lighway, CIP No. WT1607
11. Dzvelopdesignparameters
a. Stationing
h. Cross sections
D scales
c. �aiculatior's
e. Min longitudinal slopes
f. 1Oin and max cross- slopes
Standard plans
h. cruets
15. ?repare ±90 %plans and cost estimate
16. Review wito designer to identify:
a. InIent
b. =ormat
c Items to be added later (notes, details, etc.)
d. Interm: diate deadlines for present assignment
17. Es*.abl Sh submittal and internal deadlines
18. Review cornpieted plans and calculations
i9. Obtain plans prepated'oy ronsultants
20. Develop list bid items and prepare quantity estimates
21. ?repare specificat ions (see flowchart for specifications)
22. prepare cost estimate
25. QAlQC HVIEW
24. Revise per QA /QC comments
25. !Make revisions; evaivate impacts of revisions on rest of project
25. Submit plans to Client and outside agencies for review,
27. Submit pian -, to utility owners for review •�
28. Make revisions following reviews
29. Submit final plans to client and agencies for approvals
Services Not Included in the Proposal
The following services are not included in our proposal or are listed as an optional task:
• CCTV of existing sewer
• WQMP
• SWPPP
• Design of intersecting streets, other than alley approaches
• Fact Sheets, traffic control plans or other studies /tasks required by Caltrans other than the Encroachment Permit
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Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, C I P No. WTI 607
Team Organization
Organization Chart
APP proposes to provide the City
of Seal Beach with an
experienced team committed to
providing respo ns ive se rvi ce a n d
is staff
indivic
build a
Suksconsul tams
The following subconsultants have worked together with APP'S project manager on several similar projects, including the on-
going design of alley and street improvements in San Juan Capistrano. Each has been selected for the specific experience and
talent they will bring to the City's infrastructure improvement project.
APP proposes an exclusive team of sub - consultants: Kelsurveys, Inc. to provide survey, Associated Soils Engineering, Inc. to
provide geotechnical engineering, GPRS, Inc. to provide underground utility location and Boudreau Pipeline Corp. to provide
potholing. Our team has worked with on numerous projects and have proven to be responsive, reliable and reasonably priced.
Their work product is of the highest quality, which meets our standards to provide the highest quality final deliverable to
our clients.
Restilorms of [ ^1e < Personnel
Resumes of our key personnel begin on the following page.
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ANDERSONTENNA
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Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, CIP No. WT1607
Matt Stepien, PE Matt Ste pied, PE, a Registered Civil Engineer, has 30 years of civil engineering
experience with an emphasis on the design and management of municipal roadway
Project Manager and infra <_tructure improvement projects. He has been responsible for the
Education preliminary and final design of numerous utility and roadway projects. Matt has
BS /1979 /Civil Engineering! substantial experience with the Los Angeles County cities, including Long Beach,
California Polytechnic University, Downey, Santa Fe Springs, 'Palos Verdes Estates, and unincorporated Los Angeles
Pomona County. Since 2009, Matt has led the on -call civil engineering efforts for the Cities of
Long Beach and Downey. In conjunction with these assignments, he has served as
Registrations project manager for over ten miles of roadway rehabilitation projects for the City of
1982/ PE/ CA #15,100 Long 8e;ch and morethan four miles of roadway widening/rehabilitation projects
Years of Experience for the City of Downey. He is also a leader in the private engineering field for
Entered the profession in 1980 pavement recycling.
RELEVANT EXPERIENCE
10th Street Rehabilitation, City of Seal Beach. Project manager for 700 LF of roadway and drainage improvements
between Pacific Ceas: Highway and Electric Avenue. The project alleviated significant ponding problems in the residential
area ofthe City.
13th And 14th Street Ailey Reconstruction, City of Seal Beach. Project manager for the reconstruction of two alleys in
the Old Town arez, inckv:l ng the replacement of all existlna sewer mains and laterals.
Huntington Brach Alleys, City of Huntington Beach. Project manager for the design of 12 alleys in the downtown area
of Huntington Beach. The project also included the design of replacement sewer and water mains in most of the alleys.
Several development constrains on both sides of the alleys complicated the design. Creative solutions were required to
remedy existing drajnaee problems in two of the alleys.
Richman Park Alleys, City of Fullerton. Project manager responsible for the design of over 5,000 feet of deteriorated
alleys whicP! included;esolving numerous drainage problems and shallow utilities.
Francis Avenue Streets_ rt Al and Walnut Avenue Alleys, City of La Habra. Project manager for the design of 13
residential streets and 12 alleys spread throughout the City. Several of the alleys were unimproved and required various
remedies fer drainage oroblem.s.
Alley 17 and Alley 87 Reconstruction, City of Costa Mesa. Project manager for the reconstruction of two alleys including
the addition of small diameter lateral to drain an existing sump.
Town Lot Alleys — City of Huntington Beach. Project manager for the design of 12 alleys in the downtown area of
Huntington Beach. The project also included the design of replacement sewer and water mains in most of the alleys. Several
development constraints on both sides of the alleys complicated the design. Creative solutions were required to remedy
existing drainage problems in two of the alleys.
Santa Fe Avenue Widening, City of Long Beach. Project manager for the Santa Fe Widening project for the City of Long
Beach. Project involved preparation of roadway, sewer, domestic water, and traffic plans. Construction cost forthe 0.6 -mile
project was $1.5 million.
Various Sidewalk Improvements, City of Laguna Beach. Project manager responsible for the preparation of sidewalk
improvements for four projects throughout the City, including the design of a cantilevered sidewalk and retaining wall to
allow for safe pedestrian access.
FY 2000 Alley and Street Program, City of La Habra. Project manager for the design of over five miles of local street
reconstruction and 12 alleys throughout the City of La Habra.
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Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, CIP No. WT1607
Workman Mill Road Sewer Reconstruction, Whittier. Senior engineer responsible for the preparation of PS &E for the
reconstruction of a!2" trunk sewer main. Project included flown, onitoring, video inspection, area analysis, the design of a
sewer siphon, and - xt -nsive oordination with L.A.. County Department of Public Works.
Blandwood Sewer and Lift Station Reconstruction, Downey. Project manager for the preparation of PS &E for the
construction of 1,500 linear feet of sewer gravity and force main. Project included reconstruction of a new lift station,
rerouting of flow and sianificant effort to ensure -hat all house laterals were picked up by the new sewer.
Sewer Rehabilitation improvements, San Juan Capistrano. Project manager for the preparation of a design report and
PS &E for the construction a�° -lining of over one rule of sanitary sewer pipes up to 24 -inch diameter, including a flow
diversion, pipe jackino Caltrarc approvals, and a sewer siphon beneath San Juan Creek Channel. The final design saved over
$1.0 million in consuuaior cost ccmpared to the master plan concept.
Puentf Hills hat•ermodal Facility, Industry. Project manager responsible for the preliminary and final design of sewer and
storm drain improvements X Cori !nction with :his $100 million LACSD Project. Project included industrial waste line design,
storm drain design, pipe lacking, and extensive coordination and approval process with L.A. County Department of Public
Works.
Quill Drive Sewer Project, Downey, Project manager resoon<_ible for the design of the Quill Drive Sewer Project which
included the abanoonre^.t;-the _xisting!if station, rerouting of the flow in the opposite direction, and construction of
new sewer main to outlet Imo an 2xlstmg downstream sewer system.
Sewer Rehabilitation Improvements, City of La Habra. Project manager responsible for the preparation of PS &E for the
reconstruction and re'.ining of 1,500 L.-. of sanitary sewer pines, including the field inspection of existing manhole conditions.
Camino Capistrano Sewer, City of San Juan Capistrano. Project manager for the design and preparation of PS &E for
2,000 L.F. of sewer in :amino :ap ,nano, inducing the design and protection of sewer laterals.
Bristol Street Improvement. Project, Santa Ana. Project manager for the Bristol Street Improvement Project for the City
of Santa 'na.Theoralec; ncu dedt he final designoi over one mile of sewer improvements.
Santa Fe Avenue improvement Project, Long Beach.'rojecz manager for the Santa Fe Improvement Project for the City
of Long Beach. Proiea ;rrvonvea lo:eparzlion of 0.5 :miles of roadway and sewer plans.
Paseo Adeianto Srea-c s;aasion Improvements, City of San Juan Capistrano. Project engineer and project manager
forthe design of road ay, lig'uing, water, sewer and storm drain construction plans and estimates for 1,600 linear feet of
roadway extension locateo in a historical distric .
151Page
ANDERSON- PENNA
Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, CIP No. WT1607
Robert Merrell, PE
Quality Control
Education
BS/1974 /Civil Engineering/
California State University, Long
Beach
Registrations
1976/ PE /CA28100
Years of Experience
Entered the profession in -1913
Bob Merrell, PE has an extensive background in project design and construction
management developed over 30 years working in public works engineering.
Specific areas of expertise include freeway improvements, storm drain facilities,
regional channel improvements, large dams, major arterial and collector street
widening, railroad grade separations and bridge projects.
RELEVANT EXPERIENCE
Richmond Street Arterial Improvements, City of El Segundo, CA. Quality
control "quality assurance manager responsible for the $735K engineering services
for Girhmond Street arterial improvements located between El Segundo Blvd. and
Icily Ave. wi No the downtown area for 1,600 lineal feet with 60 feet of street and
sidewalk width. Design work includes street, sidewalk, parking, survey, traffic and
landscape improvements. A critical issue is solving the impacted downtown parking
problem by engaging the community in outreach meetings and providing street,
sidewalk, and parking design solutions.
Various Drainage and Grading improvements, Air Force Plant 42, City of Palmdale, CA. Project manager responsible
for various drainage ano grading improvements to the City of Palmdale. In order to bring the airfield into compliance with
current lateral clearance requirements, several projects included re- grading the runway infields and undergrounding surface
drainage. !n addider, :o the installation of mdergrormd i'arilities, a flow -by peak flow reduction element was designed and
constructed. The side -weir and storage basin construction increased the theoretical flood protection frequency to an
acceptable level when most of the existing infrastructure provided less than ten year recurrence capacity.
Palos Verdes Drive Easr Storm Drain Improvements, City of Rancho Palos Verdes, CA. Project manager responsible
for the design and preparation of plans, specific idons and estimates for the installation of drainage improvements along
Palos Verdes Drive E?stfrom Bronco to southeast of Jead!and Drive. Steep terrain was a constraint for the outlet into a
natural drainage course. DLected the prepartlon of construction documents and completed the construction administration
and inspection for the p=ojecr.
Platinum Triangle Master Land Use Plan, Sewer and Drainage Studies, City of Anaheim, CA. Project manager
responsible for the plan preparation and sewer and drainage studies for the City of Anaheim. Priorto approving the Platinum
Triangle Master Land Use Plan (PTMLUP), the Department of Public Works needed to study the effectsto major and local
sanitary sevrer and storm drainage facilities. The project consisted of researching existing data regarding current sewer and
storm drain master plans, fadiitiss and requirements. Updating and modeling the sewer and storm drain facilities for the area
were completed to determine the areas of local benefits for individual facilities. Finally, mitigations were developed for future
developments concerning identified sewer and storm drain deficiencies.
Overall Base Civil Improvements, Los Angeles Air Force Base, City of Los Angeles, CA. Project manager responsible
for the plan preparation for the Los Angeles Air Force Base. The project consisted of preparing roadway, drainage and utility
plans for most of the interior streets and parking lots for the Los Angeles Air Force Base. The work involved realignments and
upgrades to address capacity and American Disabilities deficiencies across the military complex.
Miraleste Plaza Storm Drain, City of Rancho Palos Verdes, CA. Project manager responsible forthe design and
installation of the Nliraleste Plaza storm drain. The project included the installation of new storm drain replacing an
undersized and deteriorating system previously constructed in the early 1950's. The work involved designing the system
within a confined right of way and through many interfering utilities. (2012)
Residential Street Rehabilitation Project, FY 2011 -12, City of Rancho Palos Verdes, CA. Assisted with the project
bidding process and followed up with serving as the full time Construction Manager directly supervising the construction
16�Pare
ANDERSON-PENNA
i 0
Professional Enainetring Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, CIF No. WT1607
inspection staff. Provided continuous liaison with City staff and the community while also directing the preparation of weekly
progress reports, leading the weekly meetings and directly coordinating the contractor's progress billings.
Residential Streets Rehabilitation Project for year 2013 -14, Area 9, City of Rancho Palos Verdes, CA. Project
manager responsible for the Si - million overall design and plan preparation for the residential street improvements
throughout. Area 9 inciuding the preparation of a detailed inventory of all existing improvements within the public right -of-
waythat require replacement or rehabilitation. In addition to Area 9, the plansfor Area 1 and Area SIB were assembled into
one large PS &E park agefor bidding and construction.
Palos Verdes Drive South, City of Rancho Palos Verdes, CA. Project manager responsible for the plan preparation and
rehabilitation of Palos Verdes Drive South. A portion of 25th Street (Palos Verdes Drive South) lies within an unstable land
mass .were settlement occur. Over the years the "ocean side" portion of roadway had settled more than the "inland side"
creating an uneven cross Becton. !r, addition, the pavement began to experience areas of stress cracking with evidence of
pending pavemaufai!ure.The rejectindudad street rehabilitation plans where the overlay was variable in order toachieve
better cross section. The roan seromrc had several drainage systems that were upgraded with the rehabilitation project.
Dirededthe prepara *ion ofcoosruction documents and completed the construction administration and inspection for the
project.
Stadium Area Master ?Ian of Drainage, City of Anaheim, CA. Project manager responsible for managing the analysis and
preparing the sumrr�r report. Proied involved research and inventory of existing drainage facilities for District 27 for use in
updating the existng M-.ste; Pian of D;ainacc. This data was used to create computer modelsfor both hydrologic and hydraulic
analysis to identify oeficiend sandpmpnsedimprovements.
Master Plan of Drainage fof District 2 and forthe Southeast MPD, City of Anaheim, CA. Project manager responsible
forthis S30- million project. In each case, the areas were evaluated with up to date hydrological analysis base on the County's
new hydrology criteria est.,L-%hed in 1985. Mapping for each included system deficiencies and infrastructure requirements to
meet the City's new, Drainage Cri-er;a.
Downtown Parkway Enhancement Project, City of Oceans- side, CA. The project consisted of implementing another
phase of the downtown parkwav renovations. The existing parkways were generally 12 feet in width and most were made up
of a varied'nardscaDe from. corn :rete to dirt to asphalt concrete The improvements consisted of decorative brick inlays with
tree we!Is. In conjunction vrtth'i ?e parkway improvements, curb and gutter as well as drive approaches were reconstructed to
extent necessary to complex the enhancement.
The City Drive Widening, City of Orange, CA. Pmjed manager responsible for the plan and profile, construction details,
drainage details, typical sections, and cross sections for the city of Orange. The project consisted of design and preparation of
plans specifications and estimates for the widening of The City Drive from the Garden Grove (22) Freeway to Chapman Avenue
in conjunction with the development of The Block at Orange. One lane was added to each side of the existing roadway and
raised medians were added along the centerline. Responsible for managing staff, coordinating subconsultants and the
preparation of construction documents.
Fire Mountain Roadway Improvements, City of Oceanside, CA. Responsible for managing and design oversight of the
street improvement plans, prepared specifications and estimates as well as construction assistance to the City. The project
consisted of design and preparation of improvement plans, specifications and estimates for the widening and drainage
improvements to Fire Mountain Roadway at Laural Road.
Western Avenue (Underground District No. 24), City of Anaheim, CA. Project involved the preparation of utility base
mapping and civil base sheets. Responsible for the preparation and oversight of Public Utility Easements for several of the
properties.
171F
ANDERSON - PEN NA
0 0
Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast iighway, CIP No. WT1607
Joe Buckner, PE, PLS has more than 28 years of experience in planning and design of
Joe R. Buckner, streets, highways, and freeways, highways, and arterial streets, right -of -way
PE, PLS engineering, grading, sewer, water and storm drains. As project engineer, Joe has
Pavement been responsible for the preparation of street rehabilitation plans and drainage
improvements for numerous cities throughout Los Angeles and Orange Counties. Joe
Education has substantial experience with engineering of public works improvements, CAD
BS /1986 /Civil Engineering/ drafting, and preparing survey and right -of -way legal mapping. Most recently Joe
California State Univershy, Fullerton has served as project encineer for the following Long Beach projects: Santa Fe
Registrations Avenue rehabilitation, Alamitos Avenue Rehalo fitation, 61h Street Bus
1989/ PE /CA 445531 Stop Relocation.
1995 /PLS/CA147205 RELEVANT EXPERIENCE
Years of Experience Alamitos Avenue Rehabilitation, City of Long Beach, CA. Project engineer
Entered the profession in i 98o responsible for the preparation of plans, specifications and cost estimates for the
rehabilitation of this arterial roadway in the City of Long Beach. The project included
the design of storm drain laterals; traffic signing and striping and roadway
rehabilitation improvemenrs, including AC overlay over PCC pavement. During the design process, pedestrian bulb -outs were
designed at key locations throughout the project and coordinated with Long Beach Transit.
Santa Fe Avenue Rehabilitation, City of long Beach, CA. Served as project engineer for the rehabilitation of one mile of
Santa Fe .Avenue from Sorino Street to Wardlow Avenue. The project included pavement reconstruction and rehabilitation,
reconstruction of curb ram!-,s per current ADA criteria, cross- cutter and curb /gutter reconstruction, and signing and striping.
Richmond Street.Arteriai Improvements, El Segundo, CA. Project engineer responsible for providing engineering
services for Richmond Stree. arterial improvements located between EI Segundo Blvd. and Holly Ave. within the downtown
area for 1,600 line-': feet with 60 feet of street and sidewalk width. Design work includes street, sidewalk, parking, survey,
traffic and landscape improvemems..A critical issue is solving the impacted downtown parking problem by engaging the
community in outreach mee*jngs and providing street, sidewalk, and parking design solutions.
Residential Streets Rehabilitation Program for Year 2013 -14, Area 9, City of Rancho Palos Verdes, CA. Project
engineer responsible for this 'I -million project Involving field evaluation of existing conditions, recommendations for curb
and gutter, sidewalk, and d.ri revay removal and reolacemertt. Responsibilities include the oversight of plan preparation for
pavement rehabilitatior, pavement delineation replacement, and upgrades to signage deficiencies. Additionally, responsible
for coordination with project land surveyor with resp -c. to monument preservation and provided support for the preparation
pre and post construction corner records.
Temple Hills Sidewalk, City of Laguna Beach, CA. Project engineer responsible forthe development of conceptual and
final plans for the addition of 1,500 feet of new sidewalk. This Laguna Beach project consists of extending the Temple Hills
sidewalk, which currently terminates at Dunning Drive, to Palm Drive. The sidewalk extension will result in a new 4 -foot wide
sidewalk, curb and gutter and any necessary hand railings on one side of the street. The design work includes the preparation
of survey, right -of -way verification, community involvement, environmental documentation, and preparation of plans,
specifications and cost estimate. Project included significant public participation and development of private property
reconstruction plans.
Aragon Circle Street Rehabilitation, City of Buena Park, CA. Project manager and project engineer responsible for the
preparation of construction documents for Aragon Circle Street Rehabilitation. The project consisted of street surveys,
monument preservation, traffic control plans street improvement plans, specifications and engineer's estimate.
18�Pzge
ANDERSON PENNA
0 9
Professional engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, CIP No. WT1607
Descanso Avenue and Descanso Circle Street Rehabilitation, City of Buena Park, CA. Project manager and project
engineer responsible for the Preparation of construction documents for this project. The project consisted of street surveys,
field verification, preservation df mon urn entation, traffic control plans, and street improvements plans, specifications and
engineer's Estimate. Also : esponsible for the Water Quality Management Plan.
HeatherLane Lot Line Adjustment, City of Anaheim, CA. Project manager and project engineer responsible for the
Katella .Avenue Smart Strew Project. There were numerous remnant parcels left after the completion of the project. The City
of Anaheim is in the process of approaching adjacent land owners for the purchase of the excess land. As property owners
enter into an agreement with the City, responsible for preparing Lot Line Adjustments to combine the two properties. One
such property was on HEather Lane where the LLA was prepared per City standards and processed through the City for
approval and even'te.ol recoro- on.
Katella Avenue Smart Street, City of Anaheim, CA. Project manager and project engineer responsible for the Katella
Avenue Smart Street improvements. Several remnant parcels are owned by the City of Anaheim. The City of Anaheim is in the
process of approaching adjacent land owners for the purchase of the excess land. As property owners enter into an agreement
With the City, responsible for preparing Lot Line Adiustmems and numerous legal description and plats for the remnant
parcels. Additionally, legals and plats were prepared for the reservation of wall, footing, and maintenance easements.
Village Drive Street Rehabilitation, City of Buena Park, CA. Project manager and project engineer responsible for the
preparation ofconstructiondoa :uments for this project. Fhe project consisted of street surveys, field verification, traffic control
plans StreEi lmprOVementS rJ-: S, Sperifications and englneef s estimate.
11`^ Street Rehabilitation, Ciry of Buena Park, CA. Project manager and project engineer responsible for the
management and preparztiea of ?ehabiiitation plans and traffic control plans. The project consisted of a combination of total
pavement reconstruction. to edge grinds and overlay. The plans consisted of title sheet, typical sections, rehabilitation plans,
traffic control plans, and c-le ramp details for ADA compliancE. Coordination with the City and Caltrans.
Palm Street. Lot Line Adjustment, City of Anaheim, CA. Project manager and project engineer responsible for the 1 -5
widening project that was constructed throughout the City of Anaheim, there were numerous remnant parcels left afterthe
completion of the project. The City of Anaheim is in the process of consolidating "un- buildable" lots into a new land
configuration, agreeable tc r:E! ^r development R?sponsible for the research and review of existing record data, field visits for
the presence of any encumbrance not contained within the Title Report, and the preparation of a Lot Line Adjustment,
COOSOhdating unbudri tiE I'J s Into a Single 0.3rC -1 fOr OEvelopmem-
Jeffrey Road Bike Trail, City of Irvine,; CA. Project . manager responsible for the management and preparation of a new
concrete bike trail to close a gap within the existing City bike trail system. The project consisted of field surveys, bike trail
design, trail lighting and landscaping. Legal descriptions and plats were also required for permanent and temporary
easements.
Paseo de las Palomas and Buena Vista Street Rehabilitation, City ofYorba Linda, CA. Project manager and project
engineer responsible for the management and preparation of rehabilitation plans and striping plans. The project consisted of
edge grinding and AC overlay along Buena Vista with full width grinding for Paseo de las Palomas. AC "digouts' were
identified and also shown on the plans. The plans consisted of title sheet, typical sections, rehabilitation plans, striping plans,
and curb ramp details for ADA compliance.
Lincoln Avenue Street Rehabilitation, City of Orange, CA. Project manager and project engineer responsible forthe
management and preparation of rehabilitation plans and striping plans. The project consisted of substantial "digouts ", AC
leveling course and 2" Asphalt Rubber Hot Mix (ARHM) overlay. The plans consisted of title sheet, typical sections,
rehabilitation plans, striping plans, and curb ramp details for ADA compliance. Coordination with the City, County, and
Metrolink was involved.
19�rage
ANDERSONTENNA
0
a Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Padfic Coast Highway, CIP No. WTI 60?
Bart Mink, PE,
LEED AP
Water /Sewer
Education
BS /2000/ Civil Fngmeering
Arkansas State Liniverity
Registrations
201 " /"E /Civil Eng /CA
2005 /PE /Civil FnaIAP= ?'b9
2009 /Design Accreditec
Professional (LEED AP)
Professional Affiliations
US Green BLildino Counci
Leadership in Energy and
Environmental
Past Mern'oersltios American
Society of Civil Engineers .�atignal
Society of Professional Engineer,
American Water Works
Association, Arkafsa,
Bart :Mink, PE, I -ED • ",P, a registered civil engineer in California and LEED AP
certified brings more than 18 years of multidisciplinary experience to ourteam.
5art is results - driven and detail- oriented with a passion for water /wastewater
engineering. He is proficient in many facets of civil site engineering, including the
municipal, industrial, commercial and residential fields. Bart is proficient in water
hydraulic modeling utilizing KY Pipe and WaterCAD. He is also proficient in
wastewater modeling using SewerCAD.
oar•. ho in depth knowledge and experience in water /wastewater treatment and
dsign. He is skilled in state and federal funding policies and procedures and is
efficient viith A.utodesk Civil 3D including grading, corridors, and pipe networks.
Bart is experienced and knowledgeable in hydrology and hydraulics utilizing such
programs as TR -55 and HE{ -RAS. He is also knowledgeable with FEMA Letters of
M;.o Amenc ent and Map Revision procedures.
RELEVANT EXPERIENCE
As urincipal engineer m Calif 0 rnia, managed large commercial and industrial site
design provers :hat included grading, earthwork calculations /balancing, utility
extensions, stc•rmwater management, street extensions /widening and permitting.
Perfdrmcd hydraulic modeling and water system studies as well as sewer capacity
studio. Oderaw and *.rained multidisciplinary project design teams /engineers
including hydrologists, water quality and Stormwater Pollution Prevention Plan
(SVv °u, engin ers and CAD technicians.
Water Works and Water Medline Industries, Inc., City of Rialto, CA. Served as principal engineer fora
Environrnent 11ssqoaJn,, distribution warehouse that is currently under construction. The project design
mnsisieeorGr ding, Drainage, Utilities, and Water Quality Management for the
Years Of Expeeien,= 2 (-million square feet facility.
Enter =d the erofevon in .99
Niagara Bottling Co., City of Rialto, CA. Served as principal engineer for a
bottlino p!am ano disliib--t;on warehouse that is o.,rrently under construction. The project design consisted of Grading,
Drzinzge, Utilities, and iNater Quality Management forthe 1.0 million square feet facility.
MINI, City of santa Monica, CA. Served rs principal engineer fier a MINI project that is the approval stage. The project
design consisted of Grading, Drainage, and utilities for the four story dealership.
As principal engineer of record and project engineer in Arkansas, managed various construction projects, trained and
managed multiple interdisciplinary engineering interns. Designed water and wastewater treatment plants, water pump
stations, water storage tanks, chlorination, fluoridation, and chloramination stations, wastewater lift stations, gravity and
force main sewer systems. Performed hydraulic modeling of pressure water systems and sought funding for
water /wastewater projects from State and Federal agencies. Designed and managed the construction of multiple
residential and industrial subdivisions as well as commercial, industrial and municipal sites.
Waterline Extension, Tri- County Regional Water Distribution District, City of Bluffton, AR. Served as principal
engineer for a 57 -mile HDPE waterline extension project. The project design consisted of hydraulic modeling, water tank,
pump station and line work for the water system.
Water Treatment Plant, Tri - County Regional Water Distribution District, City of Hector, AR. Served as principal
engineer for a 1 -mgd conventional surface water plant. The project design consisted of hydraulic modeling, water tank,
pump station and line work for the water system.
20jP��
ANDERSON PENNA
0 0
° y Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, CIP No. WT1607
Sewer System, City of London, AR. Served as principal engineer for a citywide sewer system installation. The project
design consisted of the collection system, multiple lift stations and a conventional batch wastewater treatment plant.
Eden Isle Wastewater System Upgrades, City of Heber Springs, AR. Served as on -call principal engineer for the
community wastewater system. Projects included' Wastewater Treatment Plant upgrades such as the addition of UV
system and new filters, addrtlons and rehabilitations of lift stations, and rehabilitation of wastewater lines utilizing pipe
bursting.
As senior staff engineer in 4 - consas, was resnonsible for design of water and wastewater systems including hydraulic
modeling, water p-imp stations, wasiewater lift stations, chlorination and fluoridation stations, various water and
wastewater plant imeroveren ;s.
Design of residential subdivisions including layout, water, wastewater, stormwater management, and roadways.
Commercial, industrial and municipal site design including grading, utility extensions, stormwater management,
parking, sidewalks and landscaping.
Projects included:
Country Club of Arkansas, City of Maumelle, AR. Desian of eight phases of residential subdivision design.
Mauemelle Water Plant, City of Maumelle, AR. Design of new rapid sand filters and clearwell addition and new city
groundwater collection welt.
Maumelle Sewer Plant, City of Maumelle, AR. Design of multiple additions and revisions to the existing city lagoon
syster
Meadow Ridgeloop Drainage Improvements, City of Maumelle, AR. Drainage improvements.
Counts Massie Industrial Park sewer development district, North Little Rock, AR. Design of large industrial park
sewer district colleaicc system.
As a staff enoineer in Arkansas, designed mechznical, plumbing and electrical systems for area residential, commercial
industrial structur:s, ana and wastewater systems. Served as a party chief on the topographic survey crew.
Projects included:
Brookiand Water, City of Brookiand, AR. Design of the city's supply water tank.
City of Lafe, AR. Design. of c iywide small diameter sewer system.
City of Success, AR. Design of citywide small diameter sewer system.
21JPage
ANDERSON PENNA
13
0
Professional tnoineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, CIP No. WT1607
Similar Projects
The following orojeds provide additional details and references on the projects listed in team member resumes, demonstrate
the experience ofour proposed team members on similar projects and our capability to successfully complete this project for
the City of Seal Beach. Public agency references for our team experience are included in our similar project descriptions.
Ocean Avenue Alley Waterline and Sewer Replacements Project from Main Street to 1st Street
Design Services, City of Seal Beach, CA
APP prepared the d esign of over OS miles m alley improvements, including full
design plans, specifications and cost estimates for alley pavement improvements
and associated uti lities, in 1i e downtown area. The project included the design of
pavement, sewer and water mains. Due to the narrow width ofthe alleys, finding a
location for the reconstrucecl utditi:s was difficult. The design also included
solving numerous existing mainage problems that existed within the alleys.
Alley 17 and Alley 87 Improvements, City of Costa Mesa
As Project Manager, Mat teaien prepared plans, specifications and cost estimates
for the reconstrucoon of a tine -mile section of 18th Street and i wo alleys in the City
of Costa Mesa. fhe proieit ! n'luded the identification and reconstruction of
damaged curb, gutter, sidewalk. cross- gutter and driveway. A, significant effort
was also expanded to provide the detailed design of numerous wheelchair ramps
that were missing or inadequate per cerrent. standards. The project also included
significant coordination whr: the utility companies due to the shallow depth of
existing utilities. A public meeting was held with the local business owners and
property owners to answer questions about the project and to discuss construction
operations arid phasing.
Calle Delphina Alley Reconstruction, City of San Juan Capistrano
APP is currently preparing construction documents for the total reconstruction of a
600 -foot long alley near downtown San Juan Capistrano. Based on the visual review
of the existing alley, the entire longitudinal alley gutter and adjacent AC pavement
will be reconstructed. The project also included significant coordination with the
utility companies due to the shallow depth of existing utilities.
La Habra Alley and Residential Street Reconstruction, City of La Habra
As Project Manager, Matt Stepien prepared final plans for the construction of
twelve residential streets, nine alleys and a key arterial intersection in the City of La
Habra. The project included the preparation of legal descriptions for 39 parcels
adjacent to the alleys so that a constant alley width of 20 feet could be maintained.
Utility coordination was a significant task, due to several shallow utilities
encountered. A key component of the design was providing for good drainage
along the alleys and roadways including revising the centerline profile to provide
cross -falls that were within an acceptable range.
221Page
ANDERSONTENNA
0
Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, CIP No. WT1607
Richman Park Alley Improvements, City of Fullerton
As Project Engineer, Matt Stepien prepared plans, specifications and cost
estimates for the reconstruction of a one -mile length of various alleys in
the City of Fullerton. The project included the identification and total
reconstruction of the -xis ino alleys and alley approaches. A. significant
effort was also expended to fenedy the numerous drainage problems that
existed in alleys including a member of locations where ponded water was
collecting in the alleys. Due to grade differential between the two sides of
the alleys, an offset fiowhne was designed. Numerous water laterals were
also reconstructed es a cart of the project.
Sewer anti Water Utility Experience
Engineering Design Services for the Year Two Sewer Capital Improvement Program,
City of Fountain Valley
APP worked with the Coy on the planning, design, and constriction management of the recommended Year 2 CIP sewer
improvements as i, cntified in the City'. 2007 Master P!an prepared by AKM Engineers. APP evaluated the entire 15 -year
recommended list,fCln Pmi-cu o!esented in the master plan, reviewed the preliminary construction cost estimates, and
coordinated the proposed sewer improvements with the City's ongoing paving and resurfacing plan. APP also reviewed the
CCTV inspection videos to ieen i"ry cleaning or spot repair projects that could be completed by City crews. APP worked closely
with City staff to review ono revise the iMastef Plan, and identify which "Year 2" projects could be constructed by City forces
and which projccs needeo to be cornoleted by an outside contractor. APP then designed and managed the construction of
the improvements `hat consisted of 1 � projects addressing more than 5,300 linear feet of sewer improvements. APP was
responsible for Project Management, QA/QC, Design, 6eotechnical, Surveying, Sanitary Sewer Replacement and
Rehabilitation, Public and Private Utility Coordination, and Construction Inspection and Management.
Ocean Avenue Allery Improvements, City of Seal Beach
Matt Stepien, as Project Engineer, prepared final plans forthe construction of four
segments of alley in the Gt} of Seat Beath. Ge alleys were reconstructed with concrete
pavement and the existing sewers in the alleys, which were originally constructed in the
1920's, were and rep!aced. A key component of the design was providing for
good longitudinal drainage along the alleys (which are in an extremely flat area of the
City), while maintaining acceptable cross -falls that allowed property owners to access
their adjacent parking spaces and garages.
The existing sewer mains were also replaced as a part of the project. The sewer
replacement portion of the project was complicated by the narrow width of the alleys
and the existence of several other utilities in the alley. In order to minimize potential
vertical and horizontal conflicts, the horizontal and vertical alignment of the proposed
sewer was maintained in the original location. Several manholes were also
reconstructed as a part of the project and a new upstream manhole was added in one location for maintenance purposes.
231Page
ANDERSON PENNA
0 •
Professional Engineering Design Services 7th Street A.Iley Waterline and Sewer Replacement Project
from ELdric Avenue to Pacific Coast Highway, CIP No. WT1607
Crescent Bay (Circle Way) Beach Access and Infrastructure Rehabilitation Project, Laguna Beach
APP managed the ptanning design, permitting
and construction of this S' million infrastructure
improvemen*. project The project elements
include; roadway improvements, sewer
improvements, wateriine relocation, storm drain
upgrades, CDS nuisance •wa:erd:version system
with SCADA and telemetry. e ectrica!, lighting and
landscaping, extensive coordination with
neighbors and resioents as r:ell as permitting
from the California Coastal Commission.
The sewer and water!!ne facii;fies on this project were very difficult to deal with in that the
sewer was very deep ane `.Se sail conditions were challenging. The ,waterline could only be
out of service for a short d .raVon so we needed to develop spe:ificadons that addressed these requirements. During the
design phase, we srocr{ec "'roagh several scenarios with the geotechnical engineer to develop the most cost effective
construction alternat!ve: fg: cach of these pipelines. APP provided construction management and inspection services as well
for this projecr.
On -call CIP Design and Construction Management, City of Laguna Beach
APP is performing on -call staff engineering for several projects in various
evels of development, from planning through design and construction.
The projects include street, alley, storm drain, sewer, retaining wall, and
bridge improvements. Responsibilities include oversight of the
environmental process, federal compliance, funding administration, staff
reports, community relations, and general support to City staff.
241Page
ANDERSON PENNA
0 0
Professional Engineering Design Services 7th Street Alley Waterline and Sewer Replacement Project
from Electric Avenue to Pacific Coast Highway, CIP No. WT1607
Schedule
As r:quested in the RF 've tare induced a schedule iaentiying key tasks, and milestones to complete the tasks. We have
assumed two weeks `or eacr City review. This schedule has been developed based upon the start date of October 5, 2015,
which is one week after the award of the contract. Significant project milestones are summarized as follows:
PHASE
Notice to pro_eed
Geeot _h Rep,_
DATE
October 5, 2015
October 26, 2015
65c5•_nr'L;
City Revir;, Cer ,e:e
November 2, 2015
November 16, 2015
904tSuomr.:
December 7, 2015
ity KeYlc;, Comp!e:e
December 21, 2015
1004 %
January 4, 2016
Cons.c ::cr ,;•car.
As needed
Fee Proposal (separately sealed envelope)
Disclosure
APP does not have any per::ra!, orofessionai or Linancial relationships with any officer or employee with the City of Seal
Beach.
251Page
ANDERSON PENNA
ANDERSON • PENNA
•PARTNERS IN PROJECT DELIVERY•
August25,2015
Mr. Cesar Ranqel
Assistant Engineer, Dept. or ?nblicWorks
City of Seal Beach
211 Eighth Street
Seal Beach, CA 907 d%•
Subject: Fee Proposa! for °rofessional Engineering Design Services for 7th Street Alley Waterline and
Sewer Replacement Project, CIP No. WTI 607, from Electric Avenue to Pacific Coast Highway
Dear Mr. Ranged,
Enclosed is APP': cost precosa� !or pavement rehabilitation. Our detailed breakdown of tasks and man hours is based on the
scope of work, in our propose: ane OUr understanding of the City's RFP.
We look forward to worR:ng aoselywith the City to finalize the fee to best suit the City's needs.
Sincerely,
Ander<onPenna Partners, ,r-
David 11. Anderson, DE
Executive Vice President, Eirn.c? ring Services
3737 BIRCI ST?EE -. 5-1 --- -5O • NEW.C.R - EF"CH, C� 926eO WWW.ANOPEN.COM
PHN 949 =2c 5"'D • - =X c1�9 258 5-053 CERTIFIED DBE
Fee Proposal for Prof ssionaI Engineering Design Services, 7th Street Alley Waterline and Sewer Replacement
Project frorrl Electric Avenue to Paci is Coast Highway, CIP No. WTI 607
Estimated Cost
The estimated fee for t; e %ecaes_ed services is detailed Ueiow.
r CITY OF SEAL BEACH
DESIGN FOR 7Th! STREET ALLEY WATERLINE AND SEWER REPLACEMENTS PROJECT CIP NO. WT1607
PEE SCHEDULE
Survey and Base Maopinq
2
8
APP
Subtotal
Subconsultants
TOTAL
$890
$3,4651
$4,355
I Geotecnnical Engine _ r, -a 1
$410
$7,061
$7,471
i Preliminary anC Final Bes.gr
SO
$0
j Researc.- & Rev,ev.
2
_
$570
$570
i =.elo pet "ew 2
1 8
1
1 51,320
$1,320
-best at & L 0 -.
2
-
2
$100
1 $650
$971
$1,621 I
PoC ^,ai, -.g
$125
$2,037
$2,162 j
Pans
i
-;t:
1
4
8
S50
1 $1,350
$1,350 i
I ;••eme : _
6
10
?`
S50
I 53,860
$3,860
sewer 0,
4
5
2
S50
i S2,400
$2,400
water =
�
1C
6
$50
53,220
$3,220 I
I Cos-E:Smate:
1
4
$980
$980 1
t = o= clIcaJOnc
2
1 6
4
51,350
$1,350 1
sickoft, state:, C_
8
-
52,2801
$2,280 1
Project Manage -e-ai ::4;^Q''.;
2
2
$640
$640
j Calcrans Ercroachmen; ?c-rmit
2
$820
$820 1
i construction A>s,s:anci
2
2
$980
$980 1
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r'r
r
rr
:r
Kelsmeys, Inc
2Assoc'o'c SOII9 �rai�.c�l.. y (tc.
s Ground Pc- r.� ?reRrO _a,a' SysLr;� Inc
Souaraau YIpel;ne .:c oo a: ; _
ANDDEERRSON•PENNA