HomeMy WebLinkAboutPROPOSAL_BALBOA_VILLAGE_RENOVATIONS111111111 lill 11111111111111111*NEW FILE*
PROPOSAL_BALBOA_VI LLAC E
_RENOVATIONS
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PENCO ENGINEERING, INC.
Civil Engineering
Planning
Surveying
Construction Management
April 18, 2000
PN: 964
Mr. Robert Stein, P.E.
Senior Civil Engineer
City of Newport Beach, Public Works Department
3300 Newport Boulevard
Newport Beach, California 92658
RE: PROPOSAL FOR BALBOA VILLAGE IMPROVEMENT PLAN
Dear Sirs:
PENCO Engineering, Inc., in conjunction with Wallace Roberts & Todd, Austin -Foust
Associates, Dahl, Taylor & Associates, Inc., and Leighton & Associates, is pleased to
submit this Proposal for Professional Engineering Services for Balboa Village
Improvement Plan Project. We feel that our Team is uniquely qualified to be selected for
this project for the following reasons:
• We have assigned to this Project experienced senior Technical Management
Personnel who have successfully completed similar projects in Los Angeles, Orange
County, Northern California and Washington State.
• Mr. Ron Butler, Project Manager/Principal and Client Representative, has
designed, managed and successfully completed many street and park improvement
projects, some of which were constructed in beach areas.
• Mr. George Jurica, Quality Assurance - Quality Control Manager/Principal, will be
actively involved with all projects. He will serve as the alternate client
representative for the Project.
• Mr. Alan Brooks, Survey Manager, has completed over eighty (80) street surveys,
and Right -of -Way projects.
• Our Team has a thorough understanding of the project roles of the ACE
Construction Authority, the local agencies, Union Pacific Railroad, and Metrolink,
as well as the California Public Utilities Commission, FHWA and Caltrans.
• Our Team members are currently working on or have recently completed similar
projects as team members.
P:\2000\964 Balboa Village Improvements\Cover letter 964.doc
One Technology Park, Building J-725, Irvine, California 92618 Phone: (949) 753-8111 Facsimile: (949) 753-0775
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' PROPOSAL FOR BALBOA VILLAGE IMPROVEMENT PLAN
City of Newport Beach
Page 2
The key personnel listed in this Proposal are committed to perform the required tasks
throughout the duration of the contract, and to complete the assigned projects within
' project schedules and budgets.
We have reviewed and understand Section C of the Request for Proposal.
' We have reviewed the City's standard "Professional Services Agreement" and take no
exceptions to the form of the agreement.
We assure you that with our personal involvement, you will receive the highest
quality design and service. Please call me if you have any questions regarding this
' Proposal.
' Sincerely,
PENCO�yEyn�ginee�ring, Inc.
Ron Butler, P.E.
tProject Manager / Principal'
C'
Encl (4)
P:\2000\964 Balboa Village Improvements\Cover letter_964.doc
• PROJECT DESCRIPTION...........................................PAGE
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• PROJECT APPROACH.................................................PAGE
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• PROJECT TEAM BACKGROUNDS .................PAGE 20
• APPENDIX:
RESUMES......................................... _............................... PAGE 39
PEE SCHEDULES
WALLACE ROBERTS & TODD
PROJECT DESCRIPTIONS
PROJECT SCHEDULE
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PROTECT UNDERSTANDING
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We understand the City of Newport Beach is seeking consulting services
for pre -design, design and construction engineering assistance services for
the Balboa Village Improvement Plan. Balboa Village is roughly defined
as the area bounded by Edgewater, Adams Street, Ocean Front
and A Street. This area has been fully developed for many years.
Balboa Village development is primarily commercial /
recreational. Balboa Boulevard is a four -lane arterial bisecting
the Village and providing all ingress and egress to residential
properties east of the Village.
The existing roadway pavements include both AC pavement
and PCC pavement. Some streets have established trees,
including ficus trees. The ficus trees are causing some problems.
We understand the City, during the pre -design effort, will decide if the
ficus trees will be removed as part of the project.
Ground water in the Village is generally high. Underground
improvements in the Village may be near or below ground water
elevations. Roadway pavement section designs, construction and service
life may be impacted by the high ground water levels in the Village area.
Operations of storm drainage facilities are impacted by high tides. The j
high ground water levels and / or the tidal fluctuations are causing the
„The project goals
generation of unpleasant gases, most likely hydrogen sulfide and methane
are to improve
In preparation for this project, the City of Newport Beach has prepared
pedestrian access
preliminary reports and plans which shall be used in the preparation of
between the beach
and Bay, improve
designs and construction documents for this project. The preliminary
pedestrian access
reports are the Balboa Village Pedestrian and Streetscape Improvement
Plan, prepared by Planning and Urban Design Resources; Balboa Pier
between the Pier
Parking Lot and Main Street Access Improvements Final Report, prepared
parking lot and
by Austin - Foust Associates; and Balboa Boulevard from Main Street to
Balboa Village,
and to enhance the
Adams Street Preliminary Street Improvement Plans, prepared by the City
business
of Newport Beach.
environment of
The project goals are to improve pedestrian access between the beach and
Balboa Village..."
Bay, improve pedestrian access between the Pier parking lot and Balboa
Village, and to enhance the business environment of Balboa Village in
accordance with the Balboa Village Implementation Plan For Streetscape
And Pedestrians.
Balboa Village Improvement Plan improvements include construction or
modifications of streets, parking lots (including gates and tollbooths),
sidewalks, storm drains, sewers, water mains, street lighting, planting and
irrigation, park modifications, and traffic signal modifications, as well as
odor control and utility stub outs for a future clock tower, two fountains
and Washington Street restroom. We understand Edgewater, our northern
join, is planning enhancements will need to be coordinated with this
project. The construction cost estimate for this project is $5.0 million.
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We understand the Balboa Pier parking lot storm drainage is currently
being provided through the use of two french drains. Alternatives to the
use of these french drains will be investigated during the pre -design effort.
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"The key elements
of successful
'fa s t track"
project (i.e. meeting
budgets and
schedules as well
as a quality
project) are solid
communications
supported by
strong technical
expertise."
The Village storm drainage system will be improved as an element of this
project. The current storm drainage system outlets through the seawall at
Edgewater in two places. We understand the City anticipates the storm
drainage system improvements will connect to the existing outlets. The
use of additional outlets will be considered by the City, if these additional
outlets will benefit system operations
We understand the designs and construction documents will be prepared
in accordance with the City of Newport Beach "Design Criteria, Special
Provisions and Standard Drawings for Public Works Construction," 1994
Edition and the "Greenbook" titled, "Standard Specifications for Public
Works Construction" 2000 Edition as well as complying with ADA
requirements. Signage and striping design and construction documents
will be prepared in accordance with Caltrans latest revision of standard
plan details.
We understand the project will be constructed in two phases however, all
elements of this project will be designed and environmentally cleared as
one project. The combined project will be submitted to the Coastal
Commission in one application for Commission approval. The submittal
date for the first Coastal Commission meeting in the Year 2001 is January
2, 2001. To meet this submittal date, construction documents for this
project must be completed and approved by the City no later than
December 29, 2000.
The Balboa Village Improvement Plan project, in order to considered for
approval by the Coastal Commission in January 2001 will require a "fast
track" project approach. The key elements of a successful "fast track"
project (i.e. meeting budgets and schedules as well as a quality project) are
solid communications and the coordination required on this project,
supported by strong technical expertise.
The PENCO Engineering, Inc. team has developed our understanding of
the exciting project for City of Newport Beach's Request for Proposal dated
March 23, 2000, the pre -proposal meeting held April 5, 2000, discussions
with City staff and visits to the project site.
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A. PROJECT APPROACH FOR SCOPE OF WORK
There are two key elements required for the project scope of services to be
successfully implemented. The key elements are PROJECT MANAGE-
MENT and QUALITY ASSURANCE/ QUALITY CONTROL (QA / QC).
This project is a "fast track" type of project with a very tight schedule for
delivery of construction documents and an inflexible construction docu-
I went delivery date. Inadequate coordination and communications (Project
Management) effort or an inadequate QA /QC effort quickly adds days to
the schedule. To assure schedules, budgets, and product quality expecta-
lions are achieved by a PENCO Team, we will approach the project man-
agement and quality control of the Balboa Village Improvement Plans as
described below.
Proie_, ct Management
We offer Project Management that includes overall project control and
Proceed the
monitoring efforts extending from receipt of the Notice to with
work through completion of the Construction Documents, Coastal
Commission permitting, and project construction.
A Principal of PENCO Engineering, Inc. is assigned as Project Manager.
He will personally direct this project and provide hands-on design and
management of the project. The Project Manager will review and track the
project progress, advising the City of revised schedules as necessary, and
track the coordination with the City and the affected agencies. This com-
mitment results in very personalized service to City. The efforts of the
highly
Principal are complemented by experienced Project Engineers and
trained Technical Support Personnel from PENCO Engineering, Inc. and
our subconsultants to form a well -integrated Team.
Our Team see ourselves as an extension of the City's Staff. City Staff will
be very much involved in all critical design issues on this project, calling
upon our expertise for options, advice, recommendations and solutions.
A hallmark of our approach is to have active communication throughout
the duration of the project, especially between designated Agency Staff
and PENCO Engineering, Inc.'s Project Manager. To this end, we will meet
with Agency Staff on a regular basis, submit thorough Project Status
Reports including schedule updates and submit copies meeting minutes.
We communicate with our design team members at a minimum of once a
week to discuss progress and to identify issues requiring resolution to
maintain the design schedule. Team communication utilizes coordination
meetings and conference calls as well as e-mail and faxes.
Adherence to PENCO Engineering, Inc.'s on -going quality control program
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will be maintained by all members of the PENCO Engineering, Inc.'s team.
Our Project Manager will monitor compliance with our quality control
program.
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Control
Quality Assurance / Ouality
The Project Team is committed to providing the City of Newport Beach
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with the best possible product, on schedule and within budget. To accom-
plish this, the Team will use PENCO Engineering, Inc.'s Quality
Assurance/Quality Control (QA/QC) Program, which was updated, pub-
lished, and implemented October 1999.
PENCO's quality assurance and quality control can be defined as the meth-
ods and procedures established and implemented by responsible project
personnel to achieve identified technical objectives and standards for a
project Quality assurance (QA) and quality control (QC) is a complete
project process, which begins at the start of the initial design phase, pro-
ceeding through the final design phase.
QA of the design comprises review of the planned actions necessary to ver-
ify that established methods and procedures are being utilized to satisfy
project requirements as defined by the project scope of work.
QC of the design comprises detailed review of the data input and results
achieved by the actual methods and procedures utilized to accomplish the
requirements of the project
Project design encompasses initial concept approval through final PS&E.
QA provides a broad methodology for achieving project requirements, QC
the detailed review of all analysis, design and presentation to achieve proj-
ect requirements. QC becomes more and more detailed as the level of
design continues to increase.
QA and QC in the design process are practiced at three levels.
0 Through QC checking and coordination by each design group
leader or subconsultant of the work under their responsibility, in
accordance with the procedures described herein.
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0 Through coordination and integration by the Project Manager to
maintain overall design objectives, schedule requirements, and
acceptable costs. Changes in design are also coordinated by the
Project Manager to enable consistent direction in design.
0 Through QA independent reviews performed by senior staff not
involved in the project design.
In addition to the day-to-day coordination of design work, the Project
Manager conducts reviews at milestones established in the project sched-
ule ( ie - design concept approval, preliminary design approval, interim
PS&E submittals, and the final PS&E submittal).
All subconsultant work, including reports, calculations, and drawings will
be checked by the respective subconsultant according to checking proce-
ddres in compliance with the following, as well as QA and QC procedures
contained in this Program.
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DOCUMENT CONTROL
I The subconsultant must ensure that documents including changes will be
reviewed for adequacy, approved for release by authorized personnel, and
properly conveyed to PENCO Engineering, Inc. Persons responsible for
reviewing, approving and releasing documents thereto must be identified
to PENCO's Project Manager.
VERIFICATION
The senior person or persons who will be responsible for final review and
verification before documents are transmitted to PENCO Engineering, Inc.
must be identified. Cursory supervisory reviews will not satisfy the intent
of the requirement. Design verification may vary from spot checking of
calculations to full-scale review of design drawings and specifications, as
the situation requires.
CORRECTIVE ACTION
The subconsultant must provide PENCO Engineering, Inc. with clearly
defined procedures and responsibilities for corrective action in the event
that deficiencies in the services or resulting deliverables are found to exist.
Submissions of drawings, specifications, computations, and reports
identified as project submittals will be audited to confirm that the work
conforms to PENCO's QA / QC Program. The QA / QC audit and
necessary corrections will occur prior to making the project submittal to
the Client.
Our team has prepared a project schedule for the pre -design and design
phases of the Balboa Village Improvement Plan based upon the scope ,of
services. The project schedule subdivides certain scope tasks into our
proposed construction documents submittal schedule. Our proposed
submittal schedule, based upon the anticipated high level of ongoing
communications and coordination with City staff, reduces the construction
document formal reviews by the City to three; a redline submittal, a 75%
submittal and a 95% submittal. The project schedule is located at the end
of our proposal. We have used output from the project schedule to
determine project staffing requirements. We have determined that the
PENCO Engineering, Inc. team will have sufficient staffing to meet the
project schedule.
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B. SCOPE OF WORK
PENCO Engineering, Inc. in association with Landscape Architects
Wallace Roberts & Todd, Traffic Engineers Austin -Foust Associates,
Electrical Engineers Dahl, Taylor & Associates and Geotechnical Engineers
Leighton & Associates have developed the following scope of work based
upon our understanding of this Project.
C. PRE -DESIGN TASKS
1. The design team will review previously prepared conceptual
studies for this project. We will provide the City with our comments
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from this review.
2. We will confirm project requirements with the City after our review
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comments have been evaluated.
3. We will develop the detailed design parameters for the project
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Detailed design parameters will including the following:
a. Roadway geometrics
b. Roadway paving materials
c. Street furniture
d. Sidewalk geometrics
e. Join at Edgewater
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f. Underground utility criteria
g. Parking lot geometrics
h. Toll booth criteria
i. Electrical circuitry
j. Lighting standards
k. Lighting fixtures
1. Hydrology & hydraulics criteria
in. Finalized plant palette
n. Irrigation standards
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o. Pedestrian paving types.
4. Confirm CADD format, layering and GIS attributes associated with
AutoCAD R14 files. The confirmation effort will include at a minimum
the following:
a. Layer naming convention
b. Line color - pen size association
c. Line types for existing and proposed elements
d. Plan sheet borders and title blocks
' e. Line types to associate with GIS attributes
f. Text types and sizes
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5. Recommend construction materials for the project Recommended
materials will include:
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a. Roadway pavements L'
b. Parking lot pavements
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c. Sidewalk and walkways pavement types
d. Underground utility pipe material
e. Street furniture
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f. Street light poles & fixtures
g. Signage
w6.
Provide a detailed program for the field survey. The program will
include:
a. Methodology for establishing project horizontal control based
upon Orange County GPS monuments 6133 and 6183
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b. Methodology for establishing project vertical control based upon
Orange County NAVD 88 bench marks L-782 and Tidal-3
C. Methodology for establishing roadway and alley centerlines f
cross sections and control for non roadway project eleme
(i.e. - parking lots, parks and walkwa
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d. Identify intervals for typical roadway and alley cross sectionin
grid pattern for non roadway eleme
e. Identify minimum surface feature data to be collected and und
ground utilities data to be collect
f. Identify methodology for data collection at building entrances
including use of digital photograp
7. Confirm locations for and perform four 10-foot borin s for the pro
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posed storm drain system and ten 2- oot borings within the project
roadway system. This will include e o owing
a. Implementation of traffic control consisting of signs and cone
each boring loci.
b. Perform boring and collect a bulk sample. In addition, relative
undisturbed ring samples will be obtained at approxima
5-foot intervals in the deeper borings along the proposed storm
drain alignment. Driving blowcounts and logs of subsurf
conditions encountered in the explorations will be recorded b
our field personnel. Groundwater conditions encountered in
borings will also be recorded. Borings will be backf'illed with
cuttings and patched with asphalt cold mix at the ground s_ rf
' C. Perform laboratory testing on each bulk sample. Geotechnical
testing will be performed in general accordance with
applicable ASTM Standards and is anticipated to include
following tes
-In-place moisture and density;
-Laboratory compaction;
-Sand equivalent;
-Sieve analyzes;
-Direct shear;
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•R value; and
-pH, resistivity, and soluble sulfate and chloride content.
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d. Perform geotechnical analysis and prepare a geotechnical report
which will include the following:
-Field and laboratory procedures used in the investigation.
•A discussion of earth materials and groundwater levels
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encountered in the borings and measured engineering properties
of earth materials.
-Logs of the exploratory borings summarizing subsurface
conditions encountered, including results of laboratory testing,
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and a plan indicating locations of our explorations.
-Recommendations for pipe bedding and backfill materials and
procedures, including an evaluation of the site soils for use as
backfill.
-Recommendations for lateral earth pressures, including static,
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active, at -rest and passive pressures and dynamic pressures, for
design of retaining walls and manholes.
A discussion of pipe trench excavations, including an evaluation
of the excavatibility of site soils, and recommendations for design
and construction of temporary excavation slopes, cantilever
shoring or braced shield shoring, and temporary dewatering if
necessary.
-Recommendations for site earthwork including removal of
compressible, expansive or unsuitable existing fill soils, if
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applicable, subgrade preparation, and placement and compaction
of fill and backfill materials.
-Recommendations for the design and construction of new
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asphaltic concrete pavement sections for Traffic Indices (TI)
determined by your office and recommendations for placement of
pavers.
-Recommendations for the design and construction of sidewalk
slab -on -grades in proposed sidewalk areas.
•A discussion of the corrosivity and chemical attack potential of
the site soils, including corrosion and chemical attack mitigation
measures, if necessary.
-Recommendations for observation and testing during
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construction.
-Guide specifications for the quality, placement, and compaction
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of backfill material (included as an appendix to the report).
8. Provide recommendations for conducting an odor survey and conduct
an odor control survey. This will include the following:
ia.
Review the previous study reportedly now in the possession of
the City.
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' b. Develop a survey plan which may consist of coring at three
locations, collecting soil samples, analyzing samples for methane
using EPA Method 8015 modified and for hydrogen sulfide using
EPA Method 16.
' c. Implement the odor survey plan to ascertain the nature, extend
and potential sources of hydrogen sulfide and methane.
d. Develop mitigation measures for incorporation into the project
' construction documents.
9. Prepare a preliminary construction cost estimate. We will prepare a
construction cost estimate based upon the project definitions and
criteria established during the Pre -design phase.
' 10. Coordination with Orange County Sanitation District (OCSD) in its
planning for pump station modifications. The coordination will
include:
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a. Establishing a project contact at OCSD.
b. Establish a routine communications schedule for discussing
progress of both the OCSD project and the Village project.
c. Ascertain OCSD project schedule.
d. Identify OCSD project elements which may impact the Village
project.
e. Identify Village project elements which may impact the OCSD
project.
f. Work jointly to mitigate project elements that are impacted.
11. Coordination with the Consultant designing the Washington Street
restroom. The coordination will include:
a. Establishing a project contact at the Consultant's office.
b. Establish a routine communications schedule for discussing
progress of both the restroom project and the Village project.
c. Ascertain restroom project schedule.
d. Identify restroom utility stub locations and sizes for incorporation
into the Village construction documents.
D. DESIGN TASKS
1. Survey the project site and prepare fully dimensioned drawing (base
map). The survey will be accomplished in accordance with the survey
plan provided to the City. This survey effort will include the
following:
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a.
Establishing project control based upon Orange County Surveyor
control
b.
Locating major intersection monuments.
c.
Roadway and alley sections will be taken at a minimum of every
50 feet and extending 100-feet beyond project termini to assure
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adequate information for the design of roadway joins.
d.
Additional sections will be taken as deemed necessary for design
requirements.
e.
Typically sections will be take from right-of-way to right-of-way
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line and will include B/W, TC, FL, gutter lip, all AC breaks in
cross section grade, and centerline.
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f.
Building entries will be as buil ' to assure adequate information
be
for the design of sidew Complex building entries will
photographed.
g.
Park and parking lot areas will be surveyed on a 50-foot grid.
Ridge lines and sumps will be located. Additional survey data
will be collected within the 50-foot grid as deemed necessary to
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assure adequate information for project design.
' h. All survey information will be electronically data collected.
i. Using the information obtained by our field crews, utility records,
rights -of -way records and "as built" roadway and parking lot
data, we will prepare an electronic base map for design use. All
features located in the field will have north and east coordinates,
elevations and descriptions. A digital orthographic photo will be
included in the base map. A plot of the base map will be
provided to the City for further review.
j. A "tin" of the project surface will be created in AutoCAD /
Softdesk for establishing 1-foot contours and for use by the
project designers to generate sections and quantities.
' 2. Prepare a fully dimensioned geometric plan along with
recommendations for project geometries.
a. We will prepare a geometric plan on the base map in accordance
direction and design criteria finalized during the pre -design tasks.
b. Recommended site geometries will be established based upon
direction and design criteria finalized during the pre -design tasks
and within current City rights -of -way or City parcels except for
the two anticipated parcel takes.
c. We will finalize the site geometries based upon City direction.
' d. Perform necessary engineering design calculations.
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3.
We will identify right-of-way and property acquisition based upon the
site geometrics. We will prepare legal descriptions for each of the two
anticipated parcel takes and associated exhibits for the City's use in
acquiring the parcel takes.
4.
We will prepare an illustrative concept plan of the improvements
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(rendered plan) for submission to the Coastal Commission.
5.
We will prepare a similar exhibit and provide relevant information to
the City of Newport Beach for their environmental documentation.
6.
We will coordinate with OCSD in its redesign of the pump station and
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sewer mains on Balboa Boulevard at A Street. The coordination will
include:
a. Establishing a project contact at OCSD.
b. Establish a routine communications schedule for discussing
progress of both the OCSD project and the Village project.
tc.
Ascertain OCSD project schedule.
d. Identify OCSD project elements which may impact the Village
project.
e. Identify Village project elements which may impact the OCSD
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project.
f. Work jointly to mitigate project elements that are impacted.
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7.
We will prepare drawings showing items for demolition and items to
be protected in place for streets, allies, parking lots, utilities, trees and
other landscaping based upon site geometrics plan.
8.
Prepare plan and profile drawings for roadway improvements. This
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effort will include:
horizontal 1" = 4'
a. Preparing plan and profile sheets at 1" = 40' and
vertical scales. Plan views will locate sidewalk and roadway work
to be accomplished and relate it to project control. Profile views
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will locate roadway centerline elevations and top of curb
elevations for all curb and gutter reconstruction.
b. Preparing detail sheets of intersections with interlocking -pavers
and special paving materials.
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c. Preparing detail sheets, as needed, of street furniture.
d. Preparing detail sheets of sidewalk work including screened
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orthophotos of abutting building entrances with construction data
overlaying the photos to assure clarity of joins.
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e. Performing necessary engineering design calculations.
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9. Prepare drawings of signage and striping plans. This work will be
prepared per Caltrans latest revision of standard plan details.
10. Prepare drawings for the Balboa Pier parking lot. This work will
include:
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a. Preparing grading plan sheets with quarter -foot contours on a
1" = 20' horizontal scale.
b. Showing locations of surface features, the ticket booth, utilities
and location of automatic entrance gates.
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c. Preparing striping and signage plans.
d. Preparing perimeter landscaping and irrigation plans.
e. Preparing details of utilities, landscaping, irrigation and drainage
system.
f. Performing necessary engineering design calculations.
11. Prepare drawings for reconstruction of the Balboa Pier Plaza. This
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work will include:
a. Preparing a grading plan sheet with 1-foot contours on a 1" = 20'
horizontal scale.
b. Showing locations of relocated Flight Monument, retaining walls
and surface features.
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c. Preparing plan and profile sheets for the exit road from the A
Street parking lot.
d. Preparing landscaping and irrigation plans.
e. Preparing retaining wall profiles.
f. Preparing details of utilities, landscaping, irrigation and drainage
system.
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g. Perform necessary engineering design calculations.
12. Prepare plan and profile drawings for the storm drain system. This
work will include:
a. Preparing plan and profile sheets at 1" = 40' horizontal and 1" = 4'
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vertical scales. Plan views will locate pipes and appurtenant work
to be accomplished and relate it to project control. Profile views
will locate pipes and appurtenances vertically for reconstruction
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as well as existing underground utilities.
b. Plan sheets will contain conflict tables indicating the calculated
clearance between the new pipe system and existing underground
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utilities.
IPAGE 15
c. Preparing details of nonstandard items of work.
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d. Preparing a recommended sequence of work.
e. Prepare a hydrology / hydraulics analysis for the storm drain
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system pipes and appurtenances.
13. Prepare plan and profile drawings for water main and service
replacements. This work will include:
horizontal 1" = 4'
a. Preparing plan and profile sheets at 1" = 40' and
vertical scales. Plan views will locate mains (mains less than 10-
inches in diameter will be located vertically in the plan view) and
appurtenant work to be accomplished and relate it to project
control. Profile views will locate pipes (10-inches in diameter or
larger) vertically for reconstruction as well as existing
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underground utilities.
b. Preparing plan conflict tables indicating the calculated clearance
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between the new pipe system and existing underground utilities.
c. Preparing a recommended sequence of work.
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d. Preparing details of nonstandard items of work.
e. Prepare necessary engineering calculations.
14. Prepare plan and profile drawings for sewer main replacement. This
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work will include:
a. Preparing plan and profile sheets at 1" = 40' horizontal and 1" = 4'
vertical scales. Plan views will locate pipes and appurtenant work
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to be accomplished and relate it to project control. Profile views
will locate pipes and appurtenances vertically for reconstruction
as well as existing underground utilities.
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b. Plan sheets will contain conflict tables indicating the calculated
clearance between the new pipe system and existing underground
utilities.
c. Preparing details of nonstandard items of work.
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d. Preparing a recommended sequence of work.
e. Prepare a hydrology / hydraulics analysis for the storm drain
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system pipes and appurtenances
15. Preparing street lighting drawings. This work will include:
a. Designing the street lighting utilizing City approved fixtures and
circuit layouts. Streetlights will probably have 120-volt receptacle
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power for holiday lighting, etc.
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b. Preparing plan and profile sheets at 1" = 40' horizontal and 1" = 4'
vertical scales. Plan views will locate conduits and appurtenant
work to be accomplished and relate it to project control. Profile
'
views will locate conduits and appurtenances vertically for
construction as well as existing underground utilities.
'
c. Complete service conversion drawings for the property
acquisition and right-of-way work.
d. Prepare details for specialty lighting including wall mounted
lights, bollards, step lights, etc., and electrical stub outs into pull
boxes conduit for 2 future fountains and 1 future clock tower.
'
e. Preparing necessary engineering calculations.
16. Preparing drawings for parking lot lighting at the Balboa Pier Parking
'
Lot
a. Prepare plan for conduit, pole lights, bollards, and walkway lights
'
for general safety and security lighting (assuming pole lights will
be provided with receptacles for holiday lighting additions) as
well as for toll booth and entrance gate.
'
b. Design lighting circuitry.
c. Prepare details for nonstandard items of work.
'
17. Prepare traffic signal modification drawings for the intersection of
Balboa Boulevard and Palm Street. Modifications will be in
'
compliance with the approved overall geometric plan.
18. Preparing detailed planting and irrigation drawings. This work will
'
include:
a. Preparing the planting and irrigation drawings for the project
'
area.
b. Coordination with the City Urban Forester for project review.
19. Prepare an odor control plan for the intersection of Bay Avenue and
Washington Street. The design will be based upon findings and
recommended actions from the odor control survey conducted during
the pre -design phase.
20. Researching piping and electrical requirements for two future
' fountains will be done as an element of work for the street lighting
design. Stub outs will be shown on the appropriate electrical plan
sheet.
' 21. Researching electrical requirements for a future clock tower will be
done as an element of work for the street lighting design. Stub outs
' will be shown on the appropriate electrical plan sheet.
1 PAGE 17
'
22. Prepare concept -level detour and traffic control drawings to guide
contractor's preparation of final traffic control drawings. This work
'
will include:
a. Developing overall construction sequences for Phase I and
'
Phase II.
b. Identifying scenarios to maintain traffic service for homeowners
and business owners based upon the construction sequences.
'
c. Identifying a contractor staging area for each construction phase.
d. Identifying alternative public parking areas for each construction
'
phase.
e. Identifying scenarios for emergency access during construction.
'
f. Preparing traffic control plans based upon the "WATCH"
handbook.
23. Preparing detailed written special provisions, bid documents,
'
quantity estimates and cost estimates. The construction documents
shall be formatted to allow for the project to be awarded in two
tphases.
This work will include:
a. Identifying each work task in each phase requiring a bid item and
'
quantity.
b. Preparing a special provision for each bid item in "Greenbook"
format.
'
c. Performing quantity estimates for each bid by phase.
d. Prepare bid documents based on the 2000 edition of the
'
"Greenbook"
e. Preparing an engineer's estimate of probable construction cost for
t
each phase.
24. Attend City Council and California Coastal commission meetings if
requested by the City. The maximum meeting requests will be four. _
E. CONSTRUCTION ENGINEERING ASSISTANCE
PENCO Engineering, Inc.'s team will provide services on a time and mate-
'
rials basis as requested for
' 1. Attend pre -bid and pre -construction meetings.
2. Shop drawing and submittal review.
' 3. Field visits and construction observations for change orders.
4. Revising the drawings and/or specifications.
' 5. Preparing addenda to the specifications.
6. Preparing "as -built" drawings.
tPAGE 18
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PROJECT TEAM BACKGROUNDS
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' PENCO Engineering, Inc., has assembled a team of highly qualified personnel from PENCO
'Engineering, Inc. personnel and our selected subconsultants' personnel to provide the City of Newport
Beach with the expertise and resources to successfully design and construct the Balboa Village
Improvement Plan. Our team has been assembled to specifically meet the project needs based upon
'our understanding of the project and the scope of services required for this project. The PENCO Team
is comprised of PENCO Engineering, Inc.; Wallace Roberts & Todd; Austin - Foust Associates; Dahl,
Taylor & Associates; and Leighton and Associates. The role of each of our team members and key staff
'as well as support staff assigned are indicated on the following organization chart.
Following the organization chart are brief resumes of key staff resumes. Support staff resumes have
not been provided. The PENCO Engineering, Inc. Team is committed to providing identified key
'personnel as well as support staff to the Balboa Village Improvement Plan project to meet our Team's
schedule.
' BALBOAVILLAGE mROVEMENT PLAN- PROJECT ORGANIZATION CHART
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' PAGE 20
s a California Civil Engineering firm, PENCO Engineering, Ina,
incorporated in 1988, provides comprehensive Civil Engineering
' planning and surveying services for private and public entities. Our
proven record and experience includes public works, street and drainage
improvements, commercial, industrial, retail, single-family residential and
' resort projects.
VENCO PENCO Engineering, Inc. is strongly committed to servicing our clients by
Engineering, Inc. is producing quality work and completing projects on time and within
strmlgly committed budget. We further distinguish ourselves by being highly responsive to
to servicing our client needs and the specific requirements for each project
clients by producing Our deep commitment to principal involvement on every project has been
quality work and the cornerstone of PENCO Engineering, Inc.'s success. Contract
completing projects performance is personally directed by a principal -level professional, who
' on time and within will be actively involved, with hands-on design and management of each
budget." project. This commitment results in very personalized service to every
client. The efforts of each principal are complemented by experienced
' Project Engineers and highly trained Technical Support Personnel to form
a well -integrated team.
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VENCO
Engineering, Inc.'s
staff has a
successfu record
and extensive
experience working
with City, County,
water and sewer
districts, Caltrans,
and other
governmental
agencies."
PENCO Engineerng, Ines staff has a successful record and extensive
experience working with City, County, water and sewer districts, Caltrans,
and other governmental agencies. We provide complete civil engineering
services on a full spectrum of projects: from planning, to deign, to plans,
specifications, and estimates, to construction administration. PENCO
Engineering, Inc. is qualified to perform the following services:
ROADWAY:
• Alignment Studies
• Rehabilitation
• Geometric Design
• Pavement Evaluation
FLOOD CONTROI/DRmNAGE:
• Master Drainage Plans
• Special Structures
• Hydrology Studies
• Pump Stations
• Routing Studies
WATER/SEWER:
• Hydraulic Modeling
• Pipelines
• Master Plans
• Collection Systems
PLAN CHECK SERVICES:
• Subdivisions
• Tract and Parcel Maps
• Site Engineering
• Right -of way
• Retaining Wall Design
• Field Surveys
• Bike Trail Design
• Channels
• Hydraulic Studies
• Detention/Retention Basins
• Levees
• Spillway Design
• Pump Stations
• Flow Control Facilities
• Metering Facilities
• Special Structures
• Highway/Roadway
• Water/Sewer
• Grading and Drainage Plans
PAGE 21
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■ W. GEORGE JURICA, P.E., a founder of PENCO Engineering, Inc., will
function as the QA/QC Manager and will be responsible for quality
assurance and overall completion of the project. Mr. Jurica has over 28 years
of experience as Project Engineer, Project Manager, and Principal -in -Charge
encompassing planning, design and construction of major public facilities and
large land development communities which include street, drainage, water
and wastewater improvement projects. As a Principal Owner and founder of
PENCO EngineMttg, Inc., Mr. Jurica provides technical expertise, supervises,
directs, and manages his assigned Engineering projects. Prior to joining
PENCO Engineering, Inc., Mr: Jurica worked for the Los Angeles County
Department of Public Works, Boyle Engineering, The Mission Viejo
Company, (Jack G. Raub Company) and Espey, Huston and Associates,
Dallas, Texas.
■ MR. RON BunER, P.E., a Public Works Manager/Principal with PENCO
Engineering, Inc., will be the Principal -in -Charge for this project. Mr. Butler
has more than 30 years of experience in the areas of Engineering Design,
Project Management, Construction Management, Pavement Management,
Pavement Engineering, and Pavement Construction. He specializes in
Transportation Engineering related to roadways and site development. His
project involvement includes roadways, railroad crossings, bridges, site
development, waterfront and airport projects for both municipal and private
clients. He has worked both as a consultant and as a public official where he
administered and managed City projects in the state of Washington, and City
and County projects in the state of California. He has worked on portions of
several projects in the City of Industry as a member of the City contract engi-
neering firm. Mr. Butler was formerly the County Engineer for El Dorado
County.
During his career, Mr. Butler has managed several multidisciplinary "fast
track" projects including the $2.0 million Lotus Grade Roadway
Improvements, El Dorado County, California, the $8.0 million Ray Lawyer
Drive Interchange — Phase I, El Dorado County, California, and the $ 8.0 mil-
lion Boeing Company Work Station Expansion, Everett, Washington.
■ Ms. TEssIE BARRIGA, P.E., will be designated as Project Engineer. She has
over 20 years of extensive experience as a member of design groups special-
izing in infrastructure development and roadway improvements. Her capa-
bilities include design of street, railway crossings, storm drain, sewer and
water plans, layout of parking facilities, and rough and precise grading plans
as well as preparation of specifications.
■ MR. LEONARD ANDERSON, P.E. will be designated as Project Engineer. He
has over 8 years of experience in Construction Management and Design
Engineering. His diverse background includes design of grading, street,
water and sewer plans with special expertise in hydrology studies and
drainage design. His work on projects involving Caltrans includes the
Eastern Transportation Corridor, the Foothills Transportation Corridor, the
San Joaquin Hills Transportation Corridor and the SR 55 Widening Project
which is currently under construction.
■ MR. ALAN BROOKS, P.L.S., will be designated as Director of Survey and
Mapping. He has more than 15 years experience in surveying and
mapping in California, Texas, and Oklahoma. He has served in both the pub-
lic and private sectors of the industries with an emphasis in right-of-way
Engineering and subdivision mapping. Mr. Brooks has extensive experience
in digital mapping and field to office automation.
PAGE 22
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1'1 NCO IAGIM I al.Vc;, I,NC.'s RITRrsrNTATI E PaOlrcrs
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■ ORANGE CouNTY FAIRGROUNDS - Fair Drive Improvements - Costa
Mesa, California
This project included the widening of Fair Drive and the entrance to the
Fairgrounds, as well as traffic signal modifications, bus bay,
KEYFAcTORS and sidewalk and bike pathway design. Other on -site
O Infrastructure Improvements Improvements included the design of a retention basin for the
P site,
O Hydrology Study storm drain outlet connection to Caltrans storm drain,
O Traffic Signal Modifications hydrology and hydraulic study for the site.
O Design of Retention Basin PENCO STAFF: George A. Jurica, P.E.
O Managed pet PENCO's PM
Policies and Procedures CLIENT: Orange County Fairgrounds
CONTACT: Becky Bailey Findley
(714) 708-1510
■ 17TH STREET SToRM DRAIN - Huntington Beach, California
This project included the design of 4,200 feet of 48" to 54" reinforced
O Design of 4,200" of 48 to
54"Storm Drains
O Received Coastal Permit
O Street Repair
O Managed per PENCO's
PM Policies and Procedures
KEY
concrete pipe storm drains In existing residential
neighborhoods along Pacific Coast Highway. The project also
included the repairing of streets to eliminate existing cross -
gutters, jack and bore under PCH, and ocean outlet design.
PENCO STAFF: George A. Jurica, P.E., Leonard Anderson, P.E.
CLIENT: City of Huntington Beach
CoNTAcT: Bob Eichblatt
(714)536-5441
■ ORANGE COUNTY MARINE INSTITUTE - Dana Point, California
Provided design survey and civil engineering design for Phase I new
O Design of 24"Storm Drain
O Adjacent to Seawall
O Assisted County in
Obtaining Permits
O Managed per PENCO's
PM Policies and Procedures
building additions. Improvements included 24 storm dram,
water and sewer utility connections, and grading of parking
lot. Project is adjacent to existing seawall. Assisted County to
obtain all regulatory permits.
PENCO STAFF: George A. Jurica, P.E., Tessie Barriga, P.E.
CLIENT: Orange County Marine Institute
CONTACT: Daniel T. Stetson
(949) 496-2274
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■ BEACH BOULEVARD BEAUTIFICATION AND UTILITIES RELOCATIONS -
Buena Park, California
Provided design survey and street design for bus bay, sidewalk and bike
FACTORS
O Sidewalk/Bike Path Design
0 Water/Sewer Relocations
Cl Major Thoroughfare Project
O Managed per PENCO's PM
Policies and Procedures
path along 1.5 miles of major thoroughfare. Coordinated work
with landscape architect for these improvements. Also
provided design for 1.5 miles of water and sewer relocations.
Project included new 10" distribution lines for each side of
roadway with major services to hotels and entertainment
complexes.
PENCO STAFF. George A. Jurica, P.E., Leonard Anderson, P.E.
CLIENT: City of Buena Park
CONTACT. Mr. Nabil Henein
(714) 562-3685
■ UPPER NEwPORT BEACH - REGIONAL PARK - Newport Beach, California
This project included conceptual studies and design for master plan of the
park. Services included slope stabilization design of the bluffs,
ACTORS hydrology study, wetlands and grading design.
O Conceptual Studies for
Master Plan
O Slope Stabilization
O Hydrology Study
O Wetlands Design
O Managed per PENCO's
PM Policies and Procedures
PENCO STAFF: George A. Jurica, P.E.
CLIENT: Orange County - EMA
CONTACT: Mr. Al Nestlinger
(714)834-2425
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1
allace Roberts & Todd is a leader in the design and planning field. For
over thirty-five years, our work has been recognized for excellence and
creativity. Our interdisciplinary professional staff of planners, urban
designers, landscape architects and architects serves a broad spectrum of
"For over public agencies, educational institutions, private development groups and
thirty-five ears, corporations. Our assignments have included downtown and urban r✓"� y waterfront redevelopment, large-scale land planning of undeveloped
our work has been property, campus master plans, open space projects, parks, public build-
recognized for ings, and new town communities.
excellence and
creativity." With a Southern California office in San Diego, and other offices in
Philadelphia, Coral Gables, San Francisco, Dallas and New York, WRT's
partners and staff of over 125 have won many design awards for out
standing work Private and public clients, many of them repeat clients
' have employed WRT for numerous major projects. These commissions
range from the City of Santa Monica's landmark public improvements at
"Each assigmuent South Beach and Palisades Park to public improvements within the City of
begins with a Anaheim.
comprehensive
analysis of the WRT has always approached planning, urban design, landscape
community's and architecture, and architecture in a truly interdisciplinary manner. The firm
' client's emphasizes a balanced emphasis on the natural, physical, social and
requirements and economic factors of a given project. Each assignment begins with a
the characteristics comprehensive analysis of the community's and client's requirements and
of a site, and the characteristics of a site, and follows through with recommendations
t follows through emphasizing design excellence and financial feasibility. The validity of
with this approach is evidenced by the success of numerous complex and
recommendations exciting projects undertaken.
emphasizing design:
excellence and Design implementation is integral to the success of our projects. Quality
financial assurance at every step of the way ensures smooth construction processes.
feasibility." We believe in value engineering at key steps during the documentation as
well as partnering with the construction team to ensure an on -time and
on -budget product.
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■ KATHLEEN A. GARCIA, ASLA, will be designated as Partner in Charge
of Landscape Architectural Design and Documentation. Kathleen Garcia
is a landscape architect and urban designer with over 18 years of
experience in a broad range of projects. Registered in California, her
experience extends from site -specific projects to those that are large-scale
municipal endeavors. Ms. Garcia has served as director of WRT's San
Diego operations since its inception in 1988. Her streetscape work
includes master planning studies for Bristol Street Corridor in Santa Ana,
Market and Imperial Street Corridors in San Diego and Broadway Street
Concepts for San Diego's main street. She is currently directing
construction documentation for Anaheim Colony's Historic Boundary
markers and medians, creating an entry statement for the center part of the
city. Ms. Garcia is familiar with the City of Newport Beach from her
participation in the Urban Design Plan for Newport Dunes Resort
■ LAuRA BuRNETT, ASLA, will be designated as Landscape Architectural
Senior Designer. Laura Burnett is a registered landscape architect in
California with over twelve years of experience in a range of projects. Her
focus is on the functional and aesthetic interface of human activity and
natural systems, bringing visionary solutions to design endeavors. Her
work has included the planning and design of streetscapes, parks,
campuses, and regional open space systems. Ms. Burnett's relevant
project experience includes the streetscape design of Scott Street in
downtown Tucson, currently under construction; overall streetscape and
pedestrian enhancements for all of downtown Tucson and concept plans
for El Cajon Boulevard in San Diego.
■ RICK ESPE, ASLA, will be designated as Senior Landscape Architect
Rick Espe has over seventeen years of experience as a landscape architect
with an emphasis in construction documentation and supervision. Mr.
Espe recently completed the design implementation of over $8 million in
landscape improvements in Santa Monica, in which over $3 million were
streetscape and pedestrian improvements to the South Beach area. Mr.
Espe is also active in the design of Anaheim streetscape enhancement
projects and has managed projects with multiple phases of installation.
■ DAVID GAL, will be designated as Project Landscape Architect. David
Gal has over twelve years of cumulative experience as a registered
Landscape Architect in California and Florida. His projects have ranged
from large-scale land planning to site -specific park design, urban
streetscapes, and urban plazas. Mr. Gal's experience includes project
management, public presentations, and all phases of landscape
architectural site design. Representative projects include those performed
under former employments such as the streetscape design and
construction documentation of Broadway in Downtown San Diego, and El
Cajon Boulevard in La Mesa, CA.
PAGE 26
lN' \1 Iv I ROB IRIS cat l'ODD REPRESENTATIVE PROJECTS
■ ANAHEIM COLONY HISTORIC BOUNDARY MARKERS - Anaheim,
California: A collaborative team of artist, Richard Turner; engineer, Penco;
KEY FACTORS and landscape architects, WRT; have created the design vision
for four streetscape medians in the historic core of Anaheim.
4 Sfreetsca a Medians Designed to reflect the craftsman image of the original Colony
p settlement, the boundary markers and median planting make
Historic Significance a strong entry statement into the city's core. The project is now
borative Effort initiating construction.
WRT STAFF: Kathleen Garcia, Rick Espe
CLIENT: Ms. Mary G. Padua
Anaheim Redevelopment Agency
201 S. Anaheim Blvd., Suite 1003
Anaheim, CA 92805
(714) 7654300
■ SOUTH ANAHEIM BOULEVARD LANDSCAPE CONCEPT AND ANAHEIM
CRITICAL INTERSECTIONS - Anaheim, California: WRT has been working
with the City of Anaheim's Redevelopment Agency to
KEY FACTORS develop landscape concept plans for the future
enhancements of Anaheim Boulevard as well as 27 critical
0 27Intersection intersections within the City. The program addresses future
., Improvements street widening, design criteria for public improvement,
tore Enhancement including intersection treatment, right-of-way planting, and
mawn4inff signage; as well as private improvements on the adjacent
properties.
WRT sTAw: Kathleen Garcia, Rick Espe
Client: Ms. Mary G. Padua
Anaheim Redevelopment Agency
201 S. Anaheim Blvd., Suite 1003
Anaheim, CA 92805
(714) 765-4300
■ CITY OF SANTA MONICA SOUTH BEACH PROMENADE - Santa Monica,
California: WRT has recently completed over $3 million of public right-of-
way improvements in the South Beach area of Santa Monica. Stretching
from the famous Santa Monica Pier south past the
cultural icons of Muscle Beach, the project includes a wide
pedestrian promenade, bicycle paths, lighting, landscape, and
KEY FACToRsstreet furniture.
0 Right -of -Way Improvements WRT sTAFF: Kathleen Garcia, Laura Burnett, Rick Espe
s=-
treet Furniture CLIENT: Mr. Dave Britton
striae Promenade City of Santa Monica
,au _
525 Broadway, Suite 100
Santa Monica, CA 90401
(310) 458-8979
PAGE 27
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■ EL CAJON BOULEVARD DEVELOPMENT PROGRAM -San Diego, California:
WRT was the Landscape architect, working on a collaborative team with
an economic consultant and architects, for the preparation of a
KEY FACTORS Business Development and Retention Program for the El Cajon
Boulevard Central and Gateway Business Improvement
Historic Significance Associations. The project focussed on the strip's historic
llaboradve Effort character, neighborhoods and edges, and it's crossroads, the
project goal was to create a set of recommended development
guidelines to encourage economic growth and improved visual quality to
the ailing region.
WRT sTAFF: Kathleen Garcia, Laura Burnett
CLIENT: Southeastern Economic Development Corporation
Ms. Carolyn Y. Smith, Executive Director
995 Gateway Center Way, Suite 300
San Diego, CA 92102
(619) 527-7345
■ TucsON DOWNTOWN PEDESTRIAN IMPLEMENTATION PLAN - Tucson,
Arizona: WRT is the landscape architect leading a collaborative design
team, including a traffic engineer and a public artist, in the
KEY FACTORS development of a pedestrian plan that anticipates imminent and
long-term improvements in the downtown business and arts
[xdewalk
etscape Improvements district. The team developed the concept of an urban design
et Furniture mosaic as design approach. The principals were linked with the
Improvements city's natural, cultural and functional aspects. Guidelines were
ater plan Creation prepared for improvements within and adjacent to the public
right-of-way. The first phase of the streetscape improvements,
Scott Street, is now under construction and has been hailed for its unique,
visionary design.
WRT sTAFF: Laura Burnett
CLIENT: City of Tucson, Department of Trans., Planning Division
Ms. Kim McKay, Alternative Modes Coordinator
P.O. Box 27210 (85726-2710)
601 N. Stone Avenue, 6th Floor
Tucson, AZ 85701
(520) 7914372
I*Full page project descriptions are included in the Appendix
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"In these past 35
years, we have
been a firm
guided by
excellence and
innovation in the
practice of both
mechanical and
electrical
engineering. Our
company's
engineering and
management
experience is the
major factor of our
success."
"2)TA is located
close to the City of
Newport Beach and
can respond
quickly to requests
and issues that
may arise during
the design phase of
this project."
j�TA has been actively engaged in the practice of professional consulting
engineering since 1965. In these past 35 years, we have been a firm
guided by excellence and innovation in the practice of both mechanical
and electrical engineering. Our company's engineering and management
experience is the major factor of our success. Our headquarters are
located in Santa Ana, and we have additional branch offices in Hayward,
and San Diego. Presently, our staff numbers 26 full-time employees. We
have fully computerized offices with extensive engineering, project, and
business software in order to provide efficient service for our clients. We
can be located on the Internet at www.dahltaylor.com and reached via
e-mail at: ennpineering@daMtayloncom.
It is our intent to provide PENCO Engineering, Inc. and the City of
Newport Beach with the highest quality professional consulting
engineering services. With that in mind, we have assembled a team to s
successfully complete the Balboa Village Improvement Project. We are
confident that you will find our qualifications and experience outstanding.
DTA is located close to the City of Newport Beach and can respond
quickly to requests and issues that may arise during the design phase of
this project. The lead electrical engineer, Tom Doyle, grew up in Newport
Beach and lives there now. He understands the unique situation the City
has with the popular harbor, tourism, traffic, and parking on the
peninsula. He would take pride in contributing to the restoration and
improvements to his hometown.
PACE 29
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■ Thomas L. Doyle, P.E., will be designated as Project Manager. Mr.
Doyle has over ten years of experience as an Electrical Engineer designing
power distribution systems and communication systems for government
facilities, educational institutions as well as numerous commercial
projects. He has been managing and designing underground conversion
projects for the City of Anaheim since 1996. Mr. Doyle coordinates with
the City and other Public Utilities to develop schedules and submittal
requirements commensurate with the City's budgets and deadlines. As
the Project Manager and Engineer of Record, Mr. Doyle oversees the
design, coordinates the work scope of the sub consultants, monitors
progress, attends meetings and reports status weekly to the Client. Mr.
Doyle checks every design submittal for compliance with DTA standards
as well as Client and Utility standards and verifies coordination between
the various entities. For this work, Mr. Doyle will be the engineer of record
as well as the project manager and point of contact for Dahl, Taylor &
Associates. He will manage the electrical design, perform quality control
and coordinate the electrical work with the other disciplines.
■ Roderick Yong, will serve as Design Engineer. Mr. Yong has over five
years of experience in designing Medium and Low Voltage Power
Distribution Systems and Underground Electrical and Communication
Systems. His primary focus at DTA has been the design of underground
power and communication systems for the City of Anaheim and
Educational Facilities. His responsibilities include site investigations,
developing single line diagrams based on existing circuit maps, space
coordination and planning with other Utilities. He is also responsible for
the development of street light conduit and conductor design, conduit and
substructure design drawings (vaults and ductbanks), vertical control
drawings (profiles) and service conversion drawings (easements).
Additionally, Mr. Yong attends meeting and provides construction
support and modifies design drawings during construction as required
due to unforeseen conditions unveiled during excavation. For this work,
Mr. Yong will manage the CADD department, update the electrical
drawings, design the electrical distribution system, as well as coordinate
with the Public Utilities Department for access to circuit maps and as -built
information. Mr. Yong will also complete the service conversion drawings,
and inventory lists for long lead items as required.
■ Bryan Q. Tran, P.E., will serve as Mechanical Engineer. Mr. Tran has
over four years of experience in the design of heating, ventilating, and air
conditioning systems for public utilities, institutional, medical, and
educational facilities. He develops system plans and details, and
coordinates design requirements with clients and other disciplines. He has
experience with indoor air quality standards and is familiar with the best
design methods to meet HVAC requirements. He has experience in the
design of central plants including chillers, boilers, water piping, pumps,
air handlers, ductwork, and direct digital controls.
Mr. Tran perform energy analyzes and cooling and heating load
calculations and develops the system plans, details, specifications, and
performs Title 24 Compliance analysis.
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III, I. ,,LOR chi ASSOCIA"1'i;s
REPRLSENTA'FIVE PROJECTS
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■ HARBOR BOULEVARD TREE AND BUS SHELTER LIGHTING - Anaheim,
California: As part of the Anaheim Resort Area improvements, the City of
Bus Shelter & Tree Lighting
Powered Irrigation Controls
Voltage Drop Calculations
Anaheim hired DTA as the electrical consultant to develop and
complete construction plans and specifications for
approximately one mile of tree lighting conduit and
conductors as well as the power and lighting for two bus
shelters. In addition DTA coordinated with and provided
power to two irrigation controllers. To complete the .project,
DTA coordinated with the City on existing power sources,
specified two meter/pedestals, and provided voltage drop calculations.
■ ANAHEIM COLONY HISTORICAL MARKERS AND MEDIAN IMPROVEMENTS -
Anaheim, California: DTA was hired by PENCO Engineering, Inc. to
KEY FACTORS Provide electrical design services for the lighting of four
monuments at each of the four corners of the Anaheim historical
O Monument Lighting district. To complete the project, DTA researched the as -built
g g plans, and coordinated with the Historical Marker designers and
O Historical Significance the structural engineer.
■ KATELLA AVE. UNDERGROUND DISTRICT NO.1S - UNDERGROUND POWER
DISTRIBUTION CONVERSION PHASE 2 - Anaheim, California: The City of
Anaheim hired DTA as the electrical consultant to complete
O Conversion of Overhead
Electrical to Underground
O $20 Million Dollar Project
O Conduit Design
construction plans and related support documents for the
conversion of overhead electrical distribution to underground
distribution systems within the project area for a twenty
million dollar construction budget. Included in the work was
12kV distribution, street lighting and communications conduit
and conductor design. In addition DTA completed material
and bid lists, joint pole and trench authorizations and
identification of long lead items.
■ WEST STREET SEGMENT 4 - Anaheim, California: Due to a new fly -over
Freeway 5 entrance into Disneyland's new parking structure, DTA was
ACTORS
O Conversion of Overhead
Electrical to Underground
13 Caltrans Coordination
O Attended Weekly Meetings
hired by Disney as the electrical consultant working to convert
the overhead 12 kV power line to underground along West
Street from Ball Road to South Street. Our work included
coordinating with the previous Phase 3 work completed by the
City of Anaheim as well as Caltrans who is responsible for West
Street between Hampshire Avenue and South Street which is
owned by the State of California, DTA completed
construction documents that showed 12kV single line dia-
grams, conduit/conductor routing showing horizontal and vertical con-
trol plans. Also, DTA attended weekly construction support meetings
through the life of the project.
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etting new standards for technical quality and cost-effective service in
geotechnical problem solving, Leighton and Associates has provided
innovative design solutions and field support for construction projects for
nearly four decades. Our 150 employees are strategically located
throughout Southern California to serve your projects from offices in
Irvine, San Diego, Westlake Village, Chino, Santa Clarita and Temecula.
"Leighton and
Associates is Leighton and Associates is focused on the successful completion of your
focused on the project, and your satisfaction as our client. We use the background infor-
successful mation from our many years of experience practicing in Southern
completion of your California to evaluate your project quickly and accurately. Our registered
project, and your professional geologists and geotechnical engineers apply design tech -
satisfaction as our niques that have been fine-tuned and proven effective over years of appli-
client." cations to reduce or eliminate the constraints that our unique geotechnical
environment imposes on your site. From preventing or repairing slope
failures, to forecasting the intensity of future seismic ground shaking at a
site, Leighton professionals have been involved in helping to protect our
clients and the public from the negative impacts of our natural
surroundings.
Leighton's distinctive qualifications include the following:
• A legacy of effective award -winning engineering solutions for
"Our registered
professional
technically challenging sites
geologists and
• Widespread knowledge of geological and geotechnical site
geotechnical
engineers apply
conditions in Southern California
design techniques
. Extensive library of historical aerial hoto a hs, published
r3' p p
that have been
fine-tuned and
reports, and maps covering your project sites
proven effective
. Creating successful projects through a partnering approach
over years of
between Leighton and our clients
applications to
. Knowledge of Agency requirements
reduce or eliminate
the constraints
. Competitive fee structure
that our unique
geotechnical
• Observation and testing of millions of cubic yards of grading and
environment
earthwork each year
imposes on your
site."
•Cost-effective materials inspection and testing services
• The most extensive geotechnical laboratory services in California
with three locations to better serve your needs
Leighton has been providing services in southern California for over 35
years. We have provided services on projects as diverse as critical
structures, such as schools, hospitals, police and fire stations; high rise
commercial and industrial structures; large hillside developments; public
works projects, including roads, major transportation corridors, water
reservoirs, pipelines; and development within local ports and harbors.
11 PACE 32
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■ Ross S. Khiabani, R.C.E., G.E., will be designated as Principal
Geotechnical Engineer. Mr. Khiabani has nearly 25 years of professional
experience performing diversified geotechnical assignments involving soil
mechanics and foundation engineering, landslide analysis and
stabilization, settlement evaluations, liquefaction studies, temporary and
permanent slope stability analyses, laboratory testing, and onshore and
offshore exploration. His familiarity with seismic -related geotechnical
computer programs has enabled efficient slope stability, liquefaction, and
site -response analyses. Mr. Khiabani is a principal with Leighton and is
responsible for quality control and assurance of field, laboratory, and
office projects.
■ Patrick J. Schmidt, will be designated as Senior Project Engineer. Mr.
Schmidt has 12 years of geotechnical engineering experience. His
experience includes work on warehouses; schools; hospitals; office
buildings; parking structures; hotels; water and wastewater treatment
facilities (including water tanks, storage reservoirs, pump stations and
pipelines). Additionally, he has worked on transportation facilities
including Federal Aviation Administration structures, airport runways,
bridges, and roads; and large earthwork and hillside grading projects. Mr.
Schmidfs design experience includes foundation systems (spread footing,
mat, drilled pier and driven pile); earthwork and cut and fill slopes; earth
retaining systems; flexible and rigid pavements; cantilevered and
tied -back shoring systems. Analysis experience includes: stability
evaluations of cut, fill, embankment and natural slopes; foundation
settlements; and the potential effects of seismic activity including peak
ground accelerations and liquefaction potential. Field experience includes:
earthwork activities; construction of spread footing, drilled pier and
driven pile foundation systems; installation of cantilevered soldier pile
and tied -back shoring systems, and construction utilizing geotextile
products.
PAGE 33
■ COSTA MESA: Preliminary geotechnical investigation for proposed
park - Evaluation of distress, pavilion structure in Teewinkle Memorial
Park - Soil investigation for bank extension, Shiffer Park - Report of com-
paction testing and inspection, rough grading, Canyon Community Park
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■ CITY OF Los ANGELES, DEPARTMENT OF PARKS AND RECREATION:
Geologic hazards statement, Venice Pool addition - Geotechnical
investigation for design and construction of office addition - Geotechnical
investigation for construction of a shade structure - Geotechnical observa-
tion and testing of bottom subgrade for new pool - Preliminary geotechni-
cal investigation for development of Martin Luther King, Jr. Park
■ COUNTY OF Los ANGELES, DEPARTMENT OF PUBLIC WORKS: Feasibility
study, geotechnical observation and testing services during rough grading
of the entire tentative tract (approximately 15 million yards) and subse-
quent regrading in Pathfinder Community Regional Park, Rowland
' Heights - Geotechnical services for repair of surficial slope failure in
Schabarum Park, Rowland Heights - Geotechnical services during design
and construction of Hollywood Bowl renovation project- Recently award-
ed renovation of Dockweiler State Beach, Playa del Rey - Recently
awarded renovation of Will Rogers State Beach.
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■ LAGUNA BEACH, HEISLER PARK: Preliminary geotechnical investigation
of slope stability affecting portions of the park - Final as -graded geotech-
nical report of cribwall construction - Geotechnical investigation of lands-
liding, rose garden walk.
■ IRVINE: Geotechnical investigation for proposed skate park -
Geotechnical investigation for proposed bicycle and equestrian trail
undercrossing - Geotechnical review of construction plans for
improvements to bicycle, riding, and hiking trails, Peters Canyon Wash.
F
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"Austin -Foust
Associates, Inc. has
experience with
every traffic
element, including
the preparation of
studies and reports
covering a wide
range of traffic
engineering
activities such as
impact studies of
highway
improvement,
impacts of
proposed
development,
traffic operations
studies,
channelization and
signing studies,
and computerized
traffic control
systems, as well as
the performance of
traffic signal
system studies."
t this time, PENCO Engineering, Inc. will hire Austin -Foust Associates,
Inc. as our traffic signal design sub consultant.
Austin -Foust Associates, Inc. designs and directs the preparation of plans
for traffic engineering projects, including traffic signal installation.
Austin -Foust Associates, Inc. has experience with every traffic element,
including the preparation of studies and reports covering a wide range of
traffic engineering activities such as impact studies of highway
improvement, impacts of proposed development, traffic operations
studies, channelization and signing studies, and computerized traffic
control systems, as well as the performance of traffic signal system
studies.
In addition to traffic operations, Austin -Foust Associates, Inc. has
experience in parking and lighting studies. These include economic
feasibility, determination of the best design concepts and the influence on
functional design of annual maintenance and operational costs.
PAce 35
■ Mr. Joe Foust, P.E., will be designated as Traffic Engineer. Mr. Foust,
who specializes in Civil and Traffic, at Austin -Foust Associates, Inc. will be
responsible for traffic signal design. Mr. Foust has over 25 years of
experience in traffic modeling, traffic studies and traffic signal design. His
expertise in traffic signal design and knowledge of local jurisdictional
requirements will be a great value to this project.
1 Pacs 36
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PART 1- Resumes
PART 2 - Fee Schedules
PART 3 - Wallace Roberts & Todd
Project Descriptions
PART 4 - Project Schedule
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PART 1- Resumes
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GEORGE A. JURICA, P.E. - QAIQC MANAGER
EDUCATION: BS - Engineering, UCLA,1972
Earthquake Engineering Program, UCLA,1974
MBA - University of Denver - Construction Management,1983
R6d2sTRA-noNs/ CERTmcAnoNB: PE - State of CA, No. 26564 State of CO,
No.18563 - State of NV No.12324 -
State of TX No. 55430 - State of AZ No. 27191
KEY FACTORS
O Registered Civil Engineer
CA, CO, NV, AZ
0 Extensive Los Angeles and
Orange County Experience
0 28 Years of Experience
Mr. Jurica has over 28 years of experience as Project Engineer, Project
Manager, and Principal -in -Charge encompassing planning, design and
construction of major land development projects that includes water,
wastewater, street and drainage improvements. Mr. Jurica has earned his
engineering reputation throughout the southwest region, including
Southern California, by providing his clients with high quality product
and service while consistently meeting project schedules and budgets.
As a principal owner and founder of PENCO Engineering, Inc., Mr. Jurica
provides technical expertise and supervision overall, as well as directing
"As
and managing his own assigned engineering projects. Prior to joining
Engineering, Inc., Mr. for the Los Angeles County
a principal
owner and
PENCO Jurica worked
Department of Public Works, Boyle Engineering, Mission Viejo Company,
Huston Associates. representative
founder of
and Espey and s selected projects
PENCO
include:
Engineering, Inc.,
O UPPER NEwPORT BAY - Newport Beach, California: As Project
Mr. Jurica
provides technical
Manager, responsible for preliminary design for regional park design
including, bluff stabilization, sediment control, hydrology and hydraulic
expertise and
sttpervision
analysis, and preliminary grading and drainage design. Coordinated ini-
tial design with Orange County Flood Control District and the City of
overall, as well as
Newport Beach.
directing and
managing his
O ORANGE COUNTY MARINE INSTITUTE - Dana Point, California: As
own assigned
Project Manager, responsible for design survey, preliminary and final
engineering
design for Phase I improvements to accommodate exhibit additions and
improvements. Provided grading, drainage, and utility design along exist-
projects"
ing bulkhead and parking lots.
O 17TH STREET STORM DRAIN - Huntington Beach, California: As Project
Manager and Principal -in -Charge, responsible for design and coordination
of over 4,000' of 48 to 54" storm dram design through residential areas.
Design included the re -grading of streets to eliminate cross -gutters and
ocean outfall.
0 WESTERN AvENuE - Buena Park, California: As Principal -in -Charge,
responsible for overview of street improvement and rehabilitation plans,
including roadway and sidewalk improvements, railroad crossing and 1-5
Ca trans crossing,
0 ORANGE COUNTY FAIRGROUNDS - Costa Mesa, California: As the
Project Manager and Principal -in Charge, responsible for overview of
preparation of plans and specifications for Fair Drive improvements
including traffic signal modification, bus bay, and sidewalk and bike path-
way design. Other projects included on -site drainage, grading and pawing
improvements as well as obtaining approvals from the CI 3r and Ca trans.
PAGE 39
GEORGE A. JuRICA, P.E. (CONTINUED)
O HOBSON WAY AND SOUTH 7TH STREET WIDENING - Blythe, California:
As Project Managger, responsible for management, design and coordination
of design with Caltrans. Design included street widening and rehabilita-
tion, traffic signal modification, signing and striping, storm drain and
water and sewer improvements.
O LA COUNTY DEFT. OF PUBLIC WORKS: Designed over 10 storm drain and
street improvement projects in the LA County area while an employee of
the District. Assisted project manager in vanous City coordination, nego-
tiations and technical presentations to the public and the City Council.
O DIEMER WATER TRANSMISSION MAIN - Orange County, California: This
is a 28-mile water line, ranging from 36" to 114" in diameter that brought
water to major communities in Southern Orange County. As Project
Engineer, was responsible for plans, specifications, permitting and project
scheduling, and as a Resident Engineer managed over $40 million in con -
PROFESSIONAL &
struction contracts.
TECHNICAL
SOCIETIES
O SuSANA DRAIN - Rancho Dominguez, California: This project
included revision of hydrology study, hydraulic calculations, survey and
•Past-Presilieut,ASCE
design of over 6000' of double 3' x 6' box and 36" pipe with an average
- Orange County
depth of 2' of cover and relocation of major utilities. As Principal -in -
Branch
Charge, responsible for quality control, overall management and technical
•Program Chair an,
support.
APWA LA Section
p HIGHLANDS RANcH - Colorado: This is a 22,000-acre master planned
•Mefubership
community project. As Project Manager, was responsible for preparation
of specifications and construction administration for over 20 miles
Counnittee-BIA
plans,
of water and sewer mains up to 42 in diameter, 4.0 MG reservoir over 8
•Board of Directors,
miles of major thoroughfares, 3 MGD water treatment plant, 1.0 MGD
CIDA Orange County
sewer treatment plant with expansion to 8.0 MGD, pump stations and lift
Branch
stations. Assisted in formation of special assessment district and acted as
District Engineer on District projects.
O THE VILLAGES OF MOUNTAIN CREEK - Dallas, Texas: A 3,600-acre mas-
ter planned community project. As Principal -in -Charge, responsible for
preparation of plans and specifications for over 6 miles of thoroughfare
design mass grading for superpads> over 12 miles of off -site water and
sewer main design, master plan for sewer, water and drainage, channel
improvements, freeway widening with on and off ramp design, and coor-
dination for processing of environmental approval through City, State and
Federal agencies.
O LAKE FOREST - Flower Mound, Texas: This is an 800-acre master
planned community project. As Project Manager, responsible for prepara-
tion of plans and specifications for 10-acre lake design, retention basins,
flood plan, over 2 miles of roadway design, water, sewer, master planning,
site planning and processing for approval through the City, State and
Federal agencies.
PAGE 40
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RONALD A. BUTLER, P.E. - PRnvoPAL-nv-CHARGE
EpUCATION: University of Washington, Civil Engineering,1971
REGISTRATIONS CERTIFICATIONS:
P.B. - STATE OF CALIFORMA (C47i10)),1991
F.B. - STATE OF WASHINGION (PE18m),1979
FACTORS
❑ Public Works Expert
❑ Extensive Los Angeles and
Orange County Experience
❑ Over 30 Years Experience
Mr. Butler has more than thirty years of experience in the areas of Engineering
Design, Project Management, Construction Management, Pavement
Management, Pavement Engineering, and Pavement Construction. He special-
izes in Transportation Engineering related to roadways and site development.
His project involvement includes roadways, bridges, railroad crossings, site
development, waterfront and airport projects for both municipal and private
clients. He has worked both as a consultant and as a public official where he
administered and managed City projects in the state of Washington, and County
prot1ects in the state of California. Butler was formerly the County Engineer
"His project for El Dorado County.
involvement
includes ❑ BEACH MAINTENANCE FACILITY - Huntington Beach, California: Project
roadways, bridges, Manager/Principal for the site design of for this 1.3 acre maintenance facility
railroad crossings, which includes a maintenance building, a fueling station, and a wash rack. The
site development, site is general at elevation 5.5 and is abutted by an Orange County Flood Control
waterfront and Channel. Work included site grading and paving, subgrade stablllzation, hydrol-
ogy and hydraulics modeling, storm dram design and underground utilities.
Design criteria included being ADA compliant and complying with Orange
for both municipal County Flood Control storm water discharge water quality criteria.
and private
clients." ❑ LAGUNA HILLS COMMUNITY CENTER & SPORTS PARK - Laguna Hills, California:
Project Manager/Engineer for the design, and construction surveying for this 18-
acre Community Center and Youth Sports Park which includes two baseball
fields, a soccer field, and other recreational facilities. Work included floodway
studies to support a FEMA Flood Map revision, design of water mains, reclaimed
water systems and sanitary systems. Off site work included widening of two
abutting 4-lane arterials, signal modifications and striping.
❑ EL DORADO HILLS BOULEVARD - PHASES I & II - El Dorado County, California:
PRONSSIONAL & Principal -in -charge for the design and construction of the $ 4.5 million phased
T�cxxm"*.Socler>Es improvements to El Dorado Hills Boulevard, El Dorado County. The projected
included widening approximately 2.4 miles of roadway from a 2-lane collector to
•Member,ASCE- a four -lane divided arterial with signalized intersections and relocation of exist -
Orange County Branch ing underground utilities..
• Member, American ❑ LOTUS GRADE ALIGNMENT - El Dorado County, California: Project Manager
Public works for the design and construction of the $ 3.0 million Lotus Grade Realignment, El
Association Dorado County. This award -winning project included right-of-way acquisition,
storm water modeling and streambed restoration. The final alignment geometrics
were developed to provide maximum exposure to the sun throughout the year
and open graded asphalt was used to minimize icing during winter months.
❑ RAY LAWYER INTERCHANGE - PHASE I - El Dorado County, California:
Principal -in -charge of the design of the $ 8.0 million Ray Lawyer hiterchange -
Phase I, El Dorado County. The project included preparation of an EIR, right-of-
way acquisition, utility relocation, a two span cast-in-placebox girder bridge over
Highway 50. Contract documents were prepared to Caltrans standards as
Caltrans provided constriction management for the project.
PAGE 41
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TESSIE BARRIGA, P.E. - PROJECT MANAGER
EDUCATION: BS - Civil Engineering, FL Inel University,1980
KEY FACTORS
O Registered Civil Engineer - CA
O Extensive Roadway Experience
O Over 20 Years of Experience
Ms. Barriga has over 20 years of extensive experience as a member of design
groups specializing in residential and commercial infrastructure development
and roadway improvements. Her capabilities include design of street, storm
I drain, sewer and water plans, layout of parking facilities, and rough and precise
grading plans as well as preparation of specifications. She is familiar with the
processing and approval procedures of a variety of municipal and state agencies.
Barrfga has Specifics of her Civil Engineering experience include: land development
over 20 years 0f Engineering including commercial development and subdivision design; high -
ex .ens:ve way and street improvement design; storm drain, hydraulics and hydrology,
experience as a water and sewer design; paving; grading; and processing and approval of private
member of design and public projects including tentative tract and parcel map, plot plans, final
groups maps, and related approvals. Her selected representative projects include:
specializing in
residential and O ARTESIA BLVD. -Cerritos, CA: Project Manager responsible for the preparation
41 commercial of plans, specifications, and estimates for Artesia Blvd., from Palo Verde Ave. to
infrastructure Gridley. Responsibilities included the design of a r Rubberized Asphalt
development and Concrete section, relocation of utilities, coordination with utility companies,
roadway encroachment permits with Caltrans and Union Pacific Railroad.
improvernertts.
O SAN JOAQUIN HILLS TRANSPORTATION CORRIDOR SECTIONS 3.1 AND 4.1- Orange
County, California: Senior Design Engineer responsible for horizontal and verti-
cal geometrics, super -elevations, grading, drainage, cross sections, quantity cal-
culations, and specifications. Also responsible for internal quality control of
hydrology maps and related reports, drainage plans and quantities, detention
basins, culverts, compost structures, etc. These portions of the Corridor had sev-
eral complex interchanges and many environmentally sensitive issues.
ReclsxRATIONS/ CERTIFICATIONS: PE - State of CA No. 30152
1 O ETC(BLIND CANYON SEGMENT (SECTION 12): Senior Engineer responsible for
PROFESSIONAL & design of several storm drain systems including culvert design. Preparation of
TEcxivrcAL Socnams hydrology maps and related reports for interim and final conditions. Responsible
1 for all slotted drain calculations. Used several drainage programs such as HEC-
•Member,ASCE- 12, Storm, AES, WSPG, pipe slide rule, catch basin analysis, etc.
Orange Connty Branch O STATE ROUTE 55 WIDENING - Orange, California: Senior Engineer responsible
+ Member, Nat'l for internal quality control of roadway plans, storm drain plans, hydrology maps
Association for and reports, and hydraulic calculations, including quantities.
Women in O PACIFIC COAST HIGHwAY WIDENING - Newport Beach, California: Project
Construction Engineer responsible for the design and preparation of plans including the relo-
cation of utilities and acquisition of right-of-way, specifications, cost estimates,
and cross -sections
13 SPECIFIC PLAN 173 - CALIFORNIA OAKS DEVELOPMENT - Riverside County,
California: Project Manager responsible for the preparation of improvement
plans including streets, water and sewer, storm drain, grading and paving, retain-
ing walls, as-builts, earthwork quantities, specifications, cost estimates, and con-
struction inspections. Projects varied from subdivisions to schools, parks, and
commercial sites. It included the design of two interchanges (Clinton Keith Road
and Highway 215, California Oaks Road and Highway 15), together with the
coordination and processing those through Caltrans.
PAGE 42
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LEONARD A ANDERSON, P.E. - PROJECT ENGIlMEER
ENGR - Civil Engineering (Water Resources &
Construction Management), USC,1994
MS - Civil Engineering (Water Resources) - USC,1991
BS - Civil Engineering, USC,1990
• R$imMIAITONS/ CMtTTMCAnoNs: PE - State of CA No. 55301 General
Engineering Contractor - State of CA No. A465921
KEY FACTORS
O Registered Civil Engineer- CA
O Extensive Los Angeles and
Orange County Experience
O Diverse Background
Mr. Anderson has over 10 years of experience in Construction
Management and Design Engineering. His diverse background includes
design of streets, grading, water and sewer plans with special expertise in
hydrology studies and drainage design. His selected representative proj-
ects include:
"His diverse n ANAHEIM REDEVELOPMENT PROJECT - Anaheim, California: Serves as
background Project Engineer for a number of Street rehabilitation improvements,
includes design of including design of median islands along a six block section of South
streets, grading, Anaheim Blvd., street light replacement along one mile of Lincoln Avenue,
ks of
water and sewer and undergrounding of utilities in an alley parallel to three bloc
with
plans with special Lincoln Avenue. The redesign of the Lincoln Avenue intersection
econ-
expertise in West Street is currently in progress in conjunction with the Caltrans r
hydrology studies struction of the NB 5 off -ramp to Lincoln Avenue.
and drainage
design." O KATELLA AVENUF/SACRAMENTO $TAFFY INTERSECTION - Orange,
California: In conjunction with the SR-55 widening project, redesigned the
intersection of Katella Avenue, Sacramento Street, north bound exit, and
the northbound on -ramps. Relocated traffic signals, light standards, and
power poles. Designed new sidewalks and curb returns for ADA compli-
ance. Plans complied with Caltrans metric standards
o BEACH BOULEVARD WIDENING - Buena Park, California: Designed the
PROFESSIONAL & utility relocation associated with the widening of Beach Boulevard, a coop-
TECHNrceL SOC>Erres erative project of the City, OCTA, and Caltrans.
• Member, ASCE - O SIDEWALK REHABILITATION - Lake Forest, California: Supervised the
Orange County Brandt preparation of plans and specifications for refurbishing over 90 ADA
ramps throughout the City; project included evaluation and selective
• Member, Chi refurbishment of approximately 2.0 miles of sidewalk and maintenance
Epsilon road in a City Park
O HIGHLAND/COLLINs AvENUE INTERSECTION - Orange, California: The
Collins Avenue crossing over SR-55 was raised and lengthened as part of
the SR-55 widening project. This impacted the Collins/Highland intersec-
tion. New sidewalks were required to comply with ADA and to allow
pedestrian traffic to pass safely between Collins Avenue and an open
drainage facility.
IPACE 43
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Wm. AlAN BROOKS,, P.L.S. - DIRECTOR OF SURVEY AND MAPPING
EDUCATION: Oklahoma State University, Civil Engineer
Rancho Santiago College, Surveying/Mapping KEY FAcToRs
Caltrans Trilogy Seminar on Surveying For
Right -of -Way" ❑ Computer Design Expert
❑ Extensive Orange County
ROCiISfRA11ON9 / CERTIFICATIONS: PLS - State of California, No. 6921 Experience
❑ Diverse Background
Mr. Brooks has more than 15 years experience in surveying and mapping
in California, Texas, and Oklahoma. He has served in both the public and
private sectors of the industries with an emphasis in right-of-way engi-
neering and subdivision mapping. Mr. Brooks has extensive experience in
digital mapping and field to office automation. His selected representative
projects include:
❑ JACK IN THE Box -15 Sites in Southern California: Survey Manager for
architectural and ALTA surveys throughout Southern California. Sites
"He has served in varied from 1.0 to 3.0 acres in size.
both the public
and private ❑ LucKY/SAv ON SToREs - 3 Sites in Southern California: Survey
sectors of the Manager for architectural and ALTA surveys, design survey and
industries with an construction staking for these sites.
emphasis in
right-of-way ❑ DISNEYLAND RESORT EXPANSION -Anaheim, California: Survey
engineering and Manager overseeing topographic and design survey for the expansion and
subdivision renovation of hotels, marina (bottom as well as bulkhead), ornamental
napping." gardens, monorail, and associated attractions. This multi -tier survey
required close coordination with the Client and several other consulting
engineers and architects. Meticulous attention was required to the
mapping of surface and subsurface utilities and infrastructure.
❑ AQUA CHINON DAM - Orange County, California: Survey Manager on
a 40-acre dam and reservoir project. Supervised the conversion of
hand -drawn plans to AutoCad drawings, including the appropriate
quality control reviews. Verified aerial topography, conducted pre -grad-
ing survey, and converted data from NAD 27 to NAD 91. Oversaw the
construction staking of dam, spillway, retention basin, downstream
structures, and associated works. Prepared the final certification and
monumentation.
❑ ALAMEDA CORRIDOR NORTH END - Alameda, California: Project
Surveyor for this recently completed project providing base mapping for
the North End of the Alameda Corridor. This project included a survey of
approximately two miles of the Atchison, Topeka, and Santa Fe Railway
Company's right-of-way between Redondo Junction and Hobart Junction.
The alignment of the railroad and all street centerline intersections were
field surveyed by CNC Engineering's survey crews prior to preparation of
the base mapping.
PAGE 44
Wm. ALAN BROOKS, P.L.S. (CoNnNuED)
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❑ WEST ANAHEIM COMMERCIAL CORRIDORS REDEVELOPMENT PROJECT -
Anaheim, California: Prepared legal boundary map and metes and
bounds description of a 789-acre redevelopment area in the City of
Anaheim.
❑ TRANSPORTATION CORRIDORS, T.C.A. - Orange County, California:
Engineer -in -Charge of these projects that included the Foothill Corridor,
San Joaquin Hills Corridor, and Eastern Transportation Corridor.
Responsible for overseeing the right-of-way engineering issues for the
transfer to Caltrans and opening of more than seven miles of the Foothill
Transportation Corridor.
PROFESSIONAL & ❑ ROUTE 39 BEACH BOULEVARD WIDENING -Cities of Anaheim and Buena
nCHNICAL SOCIETIES Park, California: Reviewed and revised right-of-way maps for the Orange
County Transportation Authority funded widening of Route 39, prepared
•President, Orange legal descriptions and deeds from a consultant's survey for the widening
County Chapter - of said route.
California Land
Surveyor's ❑ CITY DEANNEXATION - Irvine, California: Prepared legal boundary
Association. maps and descriptions for the de -annexation of portions of Planning Areas
26A and 26B from the City of Irvine as part of the Newport Coast Project.
• Member,
International ❑ DIGITAL BASE MAP CHECKING - Orange County E.M.A., California:
Right-of-way Served as Contract Map Checker in the Orange County Surveyors Office
Association for more than 18 months checking the county wide digital base map.
Assisted in establishing the quality control procedures for checking the
base map. Trained consultants and EMA employees in these procedures.
Performed extensive research referencing the GPS Control Survey
Monuments and updating respective monument records.
❑ LAKE FOREST DRIVE - Irvine, California: Served as Survey Project
Manager on 1.5 mile widening of Lake Forest Drive from Interstate 5 to
Moulton Parkway.
❑ METRORAIL - Orange County, California: Performed office and
alignment calculations for a design and alignment survey of said railway.
❑ WISHBONE HILL GRADING - Irvine, California: Project Surveyor on a
20-acre mass grading project consisting of calculations for slope staking,
coordination, and earthwork calculations.
PAGE 45
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IKATHLEEN A. GARCIA, ASLA - PARTNER-w-CHARGE
1!
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EnvCATION: Master of Landscape Architecture, Harvard University Graduate
School of Design, Cambridge, MA,1982/Bachelor of Art, Landscape 0
Architecture, University of California, Berkeley, CA,1978
RBCIsTxATIONs / CERTMCATIONs: Landscape Architect - CA & AZ
"Registered in both
California and
Arizona, her experience
extends front
municipal projects to
those that are
institutional and
military in nature."
PROFESSIONAL & TECHNICAL
SOCIETIES
•Member, American
Society of Landscape
Architects
+Member, Society for
Marketing Professional
Services
+Member, National
Association of State
Recreational Planners
#Member, Citizens
Coordinate for Century
Three(0)
•Member, Urban Land
Institute
+Member, Board of
Directors - Southeastern
Economic Development
Corporation
+Member, Citizen's
Coordinate for Century
Three (C-3)
•Member, Board for the
historic Spanish settlement
Old Town for the City of
San Diego.
0
C
KEYTACTORs
Registered Landscape Architect
-CA&AZ
Extensive San Diego, Los
Angeles and Orange County
Experience
Over 18 Years Experience
Kathleen Garcia is a landscape architect and urban designer with over 18
years of experience in a broad range of projects. Registered in both
California and Arizona, her experience extends from municipal projects to
those that are institutional and military in nature. Ms. Garcia has served
as director of WRT's San Diego operations since its inception in 1988. Her
selected project experience is as follows:
O SANTA MONICA BIG - Santa Monica, CA: Landscape architect for
coastal park and beachfront promenade. The plan addressed park facili-
ties, environmental resource management, tourist provisions and aquatic
recreation management. The process involved substantial community
participation and was designed in conjunction with artist, Jody Pinto.
O EAST MESA OF BALBOA PARK PRECISE PLAN - San Diego, CA: Project
manager for the planning and design of a 600-acre portion of the city's pre-
mier urban park. Features include interpretive facilities for natural and
cultural resources, vegetative cover for an urban landfill, and multiple
sports facilities. Recently constructed is a four -acre neighborhood park
developed through collaboration with a public artist and active participa-
tion by the community.
O CENTRE CITY EAST VISION CHARRETTE & BAY To BAY CHARRETTE - San
Diego, CA: Invited participant to Adele Naude Santos' UCSD School of
Architecture urban futures charrettes. For the Centre City East Charrette,
participated in planning the eastern area of downtown, now known as
East Village. Specific interest in developing ideas along the L Street
Corridor. In Bay to Bay, it involved feasibility and urban design recom-
mendations of a channel and land use connections between San Diego and
Mission Bays.
O BAY PARK LINK URBAN DESIGN PLAN - San Diego, CA: Project manag-
er for the urban design study connecting Balboa Park with San Diego Bay.
The project formulated a street hierarchy for downtown, design recom-
mendations for pedestrian and multimodal improvements, and a hierar-
chy of connections from the park to the bay. The plan was adopted as part
of the Downtown Community Plan.
0 BRISTOL STREET CORRIDOR - Santa Ana, CA: Project manager for the
Bristol Street Corridor Specific Plan, addressing various nodes of activities,
streetscape improvements and private property design guidelines along
the corridor.
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LAURA BURNETT, ASLA - LANDSCAPE A1tCHITECTURAL SENIOR DESIGNER
EDUCATION: Master of Landscape Architecture - Harvard University Graduate KEY FACTORS
School of Design, Cambridge, MA,1986/B.S., Landscape Architecture - FCA
Registered Landscape Architect
Colorado State University College of Forestry and Natural Resources 1983
Rwimi noNs/ CERTIFICATIONS: Landscape Architect -CA
❑ Extensive San Diego, Los
Angeles and Orange County
Experience
❑ Over 17 Years Experience
Laura Burnett is a registered landscape architect in California with over 17
years of experience in a broad range of municipal and development
projects, including recreational, park and open space resource projects.
'Throttgbout her Ms. Burnett's wide-ranging experience extends from open space planning,
work in the and recreational demand assessment to design of recreational areas for
planning and design regional, municipal and military facilities. Throughout her work in the
of communities, planning and design of communities, urban parks, campuses, cities and
urban parks, regional open space systems, Ms. Burnett has focused on the functional
campuses, cities and and aesthetic interface of human activity and natural systems. Her
regional open space selected project experience is as follows:
systems, Ms. Barnett
has focused on the 0 PALISADES PARK (PHASE II) AND SOUTH BEACH IMPROVEMENTS - Santa
functional and Monica, CA: Senior landscape architect for the design of comprehensive
aesthetic interface of landscape, recreation, and infrastructure improvements to the coastal cor-
humannatur activity to andndor of Santa Monica, CA. WRT is leading a team of designers, engineers,
natural systems. and a public artist in the design of over $5 million of improvements to the
two regional recreation areas, including improvements to the layout and
functioning of major recreational activity areas.
❑ CENTRE CITY EAST VISION CHARRETTE & BAY TO BAY CHARRETTE - San
Diego, CA: Invited participant to Adele Naude Santos' UCSD School of
PROFESSIONAL & Architecture urban futures charrettes. For the Centre City East Charrette,
TEcaNicALSOCIEFIus participated in planning the eastern area of downtown, now known as
East Village. Specific responsibility in developing visioning images. Bay to
•Mentber,Ainerican Bay involved feasibility and urban design recommendations of a channel
Society of Landscape and land use connections between San Diego and Mission Bays.
Architects
❑ TUCSON DOWNTOWN PEDESTRIAN IMPLEMENTATION PLAN - TUCSON AZ:
•Member, City of Salt Senior landscape architect for the planning and design of public right -of -
Diego Historical Site way improvements in the central business district. Multiple projects were
Board, identified to enhance the pedestrian environment through the integration
+Member,PublicArt of the city's heritage with infill development and revitalization. Urban
Committee, design guidelines were prepared to address building massing and facades,
City of San Diego circulation, pavement, street furnishings, signage, public art and planting.
Subsequent work includes the design of an environmental graphics sys-
tem, street tree master plan and construction documentation for three
demonstration projects. The multi -agency client group included an active
citizens advisory committee. The subconsultant team included engineers
and a public artist.
II
PAGE 47
DAViD GAL - PROJECT LANDSCAPE ARCHPTECT
Y FAcToRs
EDUCATION: Master of Landscape Architecture - Harvard University,FAngeles
Graduate School of Design, Cambridge, MA,1993/B.S., Landscape Landscape Architect
Architecture, Cal Poly San Luis Obispo, CA,1987
RHGmitATIONS CERTmcAnoNs: Registered Landscape Architect - CA & PL San Diego, Los
/ !� P d Orange County
ears Experience
David Gal has over 13 years of cumulative experience as a land planner
and registered Landscape Architect in California and Florida. With
practice including local, national, and international experience, his projects
"Mr. Gal's
have ranged from large-scale land planning (including new -town and
experience includes
neo-traditional planned communities), urban design, and site planning, to
project management,
site -specific park and recreation design, intermodal transportation,
public presentations;
commercial, planned -unit developments, urban streetscapes, corporate
physical land
buildings, theme parks, and urban plazas. Mr. Gal's experience includes
platmin& and all
project management; public presentations; physical land planning; and all
phases of landscape
phases of landscape architectural site design, including construction
architectural site
design, including
documentation, specifications, bidding, and construction field observation
services. His expertise also focuses on the integral use of CAD and other
construction
digital technologies within the inherent design processes of land planning,
documentation,
urban design, and landscape architecture. His selected project experience
specifications,
is as follows:
bidding, and
construction field
O PLAYA VISTA - Los Angeles, CA: Project Manager for a highly
observation services."
publicized, high -density urban design project to refine the Conceptual
Master Plan for this 1,200-acre development. Provided landscape
architectural services including parks, streetscapes, and open spaces.
Responsible for the land planning component, which included project
management, urban design and computer -aided design.
0 BROADWAY STREETSCAPE IMPROVEMENTS - San Diego, CA: Project
Manager responsible for project design development, construction
PROFESSIONAL & documents, specifications, permitting, bid forms, and field observation
TCcaNicAL SocrerlEs along this ceremonial streetscape in downtown San Diego. Project
+ Member, Amaican consisted of ten city blocks, and included special paving treatments,
Society of Landscape specimen palm planting, lighting and other amenities.
Architects
13 LA MESA COMPREHENSIVE PUBLIC IMPROVEMENT PLAN FOR THE
REVITALIZATION OF EL CAJON BOULEVARD - La Mesa, CA: Project Manager
responsible to prepare the flan to revitalize La Mesa's segment of El Cajon
Boulevard from 73rd Street to Baltimore Drive. Working with La Mesa's
Community Development Department, the Plan's short-term objective
was to identify constraints and maximize advantages of the pending
underground utility district. The long-term goal was to target strategies
and redevelopment opportunities for upgrading public improvements,
infrastructure, and landscaping along the public rights -of -way.
PAGE 48
J
THOMAS L. DOYLE, P.E. --ELECTRICAL ENGINEER
EDUCATION: B.S. Electrical Engineering, 1988 KEY FACTORS
Uiriversity of Southern California, Los Angeles ❑Registered Electrical Engineer
.CA
' RfiCISIRAT10N9/ CEETIFICATION$: PE -California #E15121 ❑Extensive Los Angeles and
Orange County Experience
❑ Over 10 Yeats Experience
Tom Doyle, P.E. has over 10 years of experience in the electrical
engineering and construction industry. He has been with DTA, in our
Santa Ana office, for over five years. His experience includes the design of
medium and low voltage power distribution systems, lighting systems,
energy management, and communication systems. Mr. Doyle's main
focus over the last four years at Dahl, Taylor & Associates has been on the
design of underground power distribution and communication systems
"Mr. Doyle for schools as well as underground conversion projects for utilities.
typically manages
his work and is Mr. Doyle's responsibilities include project management, design
responsible for calculations and analysis, coordination, field investigations, and
overseeing the construction support. Mr. Doyle typically manages his work and is
electrical design responsible for overseeing the electrical design from conception to
front conception to construction completion. His selected project experience is as follows:
construction ❑ KATELLA ST. UNDERGROUND DISTRICT No. 18 POWER CONVERSION -
completion." Anaheim, California: As engineer in charge, Mr. Doyle was responsible
for overseeing and coordinating the design work In addition, Mr. Doyle
performed quality control checking, budget tracking and project
scheduling.
❑ HARBOR BOULEVARD TREE AND BUS SHELTER LIGHTING - Anaheim,
California: Mr. Doyle was engineer in charge to develop and complete
' construction plans and specifications for approximately one mile of tree
lighting conduit and conductors as well as the power and lighting for two
bus shelters.
❑ ANAHEIM COLONY HISTORICAL MARKERS AND MEDIAN IMPROVEMENTS -
Mr. Doyle was engineer in charge to provide electrical design services for
the lighting of four monuments at each of the four corners of the Anaheim
historical district
❑ WEST STREET SEGMENT 4 UNDERGROUND POWER CONVERSION - DISNEY
- Anaheim, California: Mr. Doyle was engineer in charge for the design
work He was responsible for subcontracting to a Civil Engineering firm
for the completion of the electrical design. He performed budget tracking
and project scheduling.
r
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' RODERICK YONG - ELECTRICAL DESIGN ENGINEER
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EDUCATION: B.S. Electrical Engineering,1984
Technical University of Nova Scotia, Halifax NS
0 Extensive Los Angeles and
Orange County Experience
O Over IS Yeats Experience
Mr. Yong has over 15 years of experience in electrical systems design. He
has been with DTA, working in our Santa Ana office, for over five years.
Mr. Yong is a competent and proficient electrical designer who primarily
works on projects involving utility power distribution, substations,
building electrical systems. He works directly with electrical engineers m
designing numerous types of electrical systems for a wide variety of
facilities. His focus has been in the design of energy efficient electrical
systems for both new and retrofit projects.
Mr. Yong is familiar with and proficient in the operation and use of
AutoCAD Release 14. He also is knowledgeable of current codes and
"Mr. Yong's regulations necessary to complete the work under this contract
responsibilities as Mr. Yong's responsibilities as design engineer include being the point of
design engineer contact; coordinating and performing investigations, surveys and
include being the electrical systems design; preparing cost estimates, bid and inventory lists,
point of contact; specifications and contract documents. His selected project experience is
coordinating and as follows:
performing
investigations, O KATELLA AVE. UNDERGROUND DISTRICT NO. 18 PH. 2 POWER
surveys and CONVERSION - Anaheim, California: Mr. Yong developed the single line
electrical systems diagram based on the existing circuit maps. He prepared the demolition,
design; preparing conduit and substructure plans with profiles, street lighting, service
cost estimates, bid conversions, joint pole agreements UPA), material and bid list. He was
and inventory lists, also responsible for drafting utilizing ACAD Release 14.
specifications and
contract O OLD AND NEW CERRITos AVENUE - Anaheim, California: Mr. Yong
documents." designed the underground systems, coordinating easement locations,
updating the computer layouts, and coordinating with the other
underground utilities.
0 BALD/ EUCLID UNDERGROUND POWER CONVERSION - Anaheim,
California: Mr. Yong designed the underground systems for the 69kV,
12kV and low voltages including communication systems. He coordinat-
ed easement locations, provided inventory lists, and coordinated with the
other underground utilities.
' 0 WALNUT STREET UNDERGROUND POWER CONVERSION - DISNEY -
Anaheim, California: Mr. Yong worked under the project engineer in
designing the underground systems, coordinating easement locations,
updating the computer layouts, and coordinating with the other under-
ground utilities.
0 WEST STREET SEGMENT 4 UNDERGROUND POWER CONVERSION - DISNEY
' - Anaheim, California: Mr. Yong designed the underground systems, and
coordinated with a civil engineering subconsultant regarding as -built
plans and profiles. He was responsible for the CADD system.
PAGESO
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' BRYAN Q. TRAN, P.E. - MECHANICAL ENGINEER
EwcAmom B.S. Mechanical Engineering,1996 - Cal Poly Pomona
A.A. Engineerin& 1992 - Fullerton Community College
KEY FACTORS
O Heating, Ventilating, A/C
Specialist
O Over 3 Years Experience
"Mr. Tran
Mr. Tran has over three years of experience in the design of heating,
specializes in the
ventilating, and air conditioning systems for public utilities, educational
design of
institutions, and medical facilities projects. Mr. Tran develops the system
mechanical
plans and details, and coordinates with other disciplines.
systeins for air
O MUNICIPAL
conditioning
upgrades and
0 COMMERCIAL
retrofits."
O EDUCATIONAL
O MEDICAL
PROFESSIONAL &
O INDUSTRIAL
TECHNICAL SOcIErms
O MILITARY
• Member, Americau
'
Society of Heating,
Mr. Tran specializes in the design of mechanical systems for air
Refrigeration &Air
conditioning upgrades and retrofits. In addition, he has assisted in the
Conditioning Engineers
design of central plants including chillers, underground piping, air
handlers, ducting.
and
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Mr. Tran assists the project engineer in field investigation, detailed design
for piping layout and ductwork, performing load calculations, and
preparation of studies and reports.
I�
PAGE 51
JOE FOUST, P.E. - TRAFFIC ENG1nvTEER
' EDUCATION: Purdue University - B.S. (Civil Engineering),1%5
ACTORS
Purdue University - M.S. (Transportation and Civil Engineering),1967FEngineer,
Traffic and Civil
RwisTxATIoNs/ CEBTmcATIONs: ARegtatered
Civil Bng[neer, California No. 20258 os Angeles and
Registered Traffic. Engineer, California No. 854 nty Experience
.
rs o£ Experience
'
Mr. Foust is co-founder of Austin -Foust Associates, Inc. (AFA), and prior
to establishment of the firm, was the principal owner of JEF Engineering.
Mr. Foust has designed and directed the preparation of plans for many
traffic engineering projects, including traffic signal installation. He has
also prepared studies and reports covering a wide range of traffic
engineering activities such as impact studies of highway improvement,
impacts of proposed development, traffic operations studies,
■ "He has also
channelization and signing studies, and computerized traffic control
* prepared studies
systems, as well as performing traffic signal system studies.
and reports covering
a wide range of
In addition to traffic operations, W. Foust has had considerable experience
'
traffic engineering
in parking and lighting studies. This includes economic feasibility,
activities such as
determination of best design concept and the influence on functional
impact studies of
design of annual maintenance and operational costs.
highway
improvement,
Formerly, Mr. Foust was the head of the Transportation and Traffic
impacts of proposed
Engineering Division for the City of Santa Ana, a position held for over
development, traffic
five years. While with Santa Ana, he was involved in a variety of
operations studies,
transportation projects including creation of the OCTD Multi -modal
chatmelixatimc and
terminal in the downtown area. Prior to Santa Ana, he held the position of
signing studies, and
Project Manager/Traffic Engineer for VTN Consulting Engineers and
computerized traffic
Caltrans. In these positions, he developed experience in all aspects of
control systems, as
traffic engineering from design through and including fiscal management.
' well as performing
Local/regional work includes active participation in the area of
traffic signal system
operations, design, transportation planning, and local/regional funding
studies.'
institutions. His selected representative projects include:
O TRAFFIC ENGINEERING DESIGN
Mr. Foust has extensive experience in preparation of traffic signal/striping
and work area traffic control plans, having directly designed or supervised
over 2,000 new installations and modifications.
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Mr. Foust has been heavily involved in several different FHWA funding
programs, including the current ISTEA. This experience includes
preparation of applications during calls for projects up to and including
preparation of final Plans, Specifications and Estimates (PS&E) complying
with FHWA and Caltrans requirements. The various programs Mr. Foust
has participated in Traffic Operations Programs to Improve Capacity and
Safety, Hazard Elimination and Safety, Intelligent Vehicle Systems,
Motorist Information Systems and Surveillance, and Pavement and
Roadway Rehabilitation, among others.
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PACE 52
' Ross S. KfuaB. m, R.C.E., G.E. - PAMCIPAL GEOTECHMCAL ENGINEER
EDucATnON: M.S., Geotechnical Engineering, Long Beach State University, KEY FACToRs
' California, 1981 - B.S., Geology, Pahlavi University, hi n,1973 ❑ Registered Civil Engineer,
Air,M'1'RATIONS/ CERTIFICATIONS: CA, AZ, NV
'Registered Civil Engineer- CA, RCE 37156- AZ, RCS 27068 - NV, PE 11256 ❑ Registered Geotechnical
• Registered Geotechnical Engineer - CA, RGE 2202 Engineer, CA
❑ 25 Years of Experience
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"During the past
20 years with
Leighton, Mr.
Khiabani has been
actively involved in
technical and
management
positions of
numerous
geotechnical
projects."
.PROFESSIONAL &
TECHNICAL SOCIETIES
+Mennber, The Society
of American Military
Engineers
•Associate Member,
American Society of
Civil Engineers
#Member, Consulting
Engineers and Land
Surveyors of California
+Member, California
Geotechnical Engineers
Association
•Mennber, American
Public Works
Association
+Director, ASCE,
Geotechnical Group,
Los Angeles Section
Mr. Khiabani has nearly 25 years of professional experience performing
diversified geotechnical assignments involving soil mechanics and
foundation engineering, landslide analysis and stabilization, settlement
evaluations, liquefaction studies, temporary and permanent slope stability
analyses, laboratory testing, and onshore and offshore exploration. His
familiarity with seismic -related geotechnical computer programs has
enabled efficient slope stability, liquefaction, and site -response analyses.
Mr. Khiabani is a principal with Leighton and is responsible for quality
control and assurance of field, laboratory, and office projects.
During the past 20 years with Leighton, Mr. Khiabani has been actively
involved in technical and management positions of numerous
geotechnical projects. As a project manager, he has been in close contact
with clients and has had close communication with city, county, and state
reviewers and is quite familiar with governing codes and requirements.
His selected representative projects include:
❑ Project Manager for the design of slope repairs to SR-74, Caltrans
District 8, Riverside County, California.
❑ Project Manager for Dockweiler State Beach and Will Rogers State
Beach refurbishment projects.
❑ Project Manager for the award -winning design and construction
services for the Eastern Transportation Corridor design/build contract,
Orange County, California.
❑ Project Manager for final design of widening of SR?91 including
soundwalls and auxilliary lanes for the Riverside County Transportation
Commission, Riverside, California.
❑ Project Manager for conducting an extensive geologic study of two
alternative alignments for the Foothill Transportation Corridor - South,
Orange County, California.
❑ Project Manager for a preliminary geotechnical investigation of a pro-
posed road alignment at Pelican Hill Road, Orange County, California.
❑ Project Manager for a preliminary geotechnical investigation of the
Irvine Inn, a proposed 3-story low-income residential hotel, with a
one-story community building, Irvine, California.
IPAGE 53
' PATRICK J. SCHMIDT - SENIOR GEOTECHNICAL PROJECT ENGINEER
EDucAmoN: M.S., Civil Engineering,, South Dakota State University,1986
B.S., Civil Engineering, South Dakota State University,1984
FOverI2
CTORS
RV?tsTxA, IONs/ CERnFrcAnoNs: Geotechnical Engineer - CA#2260 Geo technical
'Professional Civil Engineer - CA#C44937, OR, and WA , OR, WA
International Conference of Building Officials (ICBO) Special Inspector vil Engineer,
Certifications - Structural Masonry, Reinforced Concrete, Prestressed Concrete,
Structural Steel and Welding, and One- and Two -Family Dwellings over
of Experience
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"His experience
includes work on
warehouses;
schools; hospitals;
office buildings;
parking structures;
hotels; water and
wastewater
treatment facilities
(including water
tanks, storage
reservoirs, pump
stations and
pipelines)."
PROFESSIONAL &
TECHNICAL SocrErrEs
•Mernber,Ametican
Society of Civil
Engineers (ASCE)
*Member, Intentational
Conference of Building
Officials (ICBO)
Mr. Schmidt has 12 years of geotechnical engineering experience. His
experience includes work on warehouses; schools; hospitals; office build-
ings; parking structures; hotels; water and wastewater treatment facilities
(including water tanks, storage reservoirs, pump stations and pipelines).
Additionally, he has worked on transportation facilities including Federal
Aviation Administration structures, airport runways, bridges, and roads;
and large earthwork and hillside grading projects.
Mr. SchmidVs design experience includes foundation systems (spread
footing, mat, drilled pier and driven pile); earthwork and cut and fill
slopes; earth retaining systems, flexible and rigid pavements; cantilevered
and tied -back shoring systems. Analysis experience includes: stability
evaluations of cut, fill, embankment and natural slopes; foundation settle-
ments; and the potential effects of seismic activity including peak ground
accelerations and liquefaction potential. Field experience includes: earth-
work activities; construction of spread footing, drilled pier and driven pile
foundation systems; installation of cantilevered soldier pile and tied -back
shoring systems, and construction utilizing geotextile products. His select-
ed representative projects include:
O As a Senior Engineer, Mr. Schmidt provides project management and
oversight of the work of other engineers and field technicians. Technical
duties include supervision and review of geotechnical engineering analy-
ses and reports prepared by project to staff level engineers and field tech-
nicians. He performs geotechnical engineering analyses and probabilistic
seismic hazard analyses, prepares reports, and provides oversight and
monitoring of a broad range of geotechnical construction projects.
f3 Approximately three years of field and office experience as a
soil/foundation engineer. Performed on a wide variety of geotechnical
and seismic investigations for numerous project types, including water
treatment and distribution facilities, roadways and runways, and struc-
tures. Some of these facility types included: schools, hospitals, hotels,
warehouses, low and high rise commercial and industrial buildings, resi-
dential tract developments, water storage tanks, pipelines, and pump sta-
tions and reservoirs.
O Performed geotechnical engineering investigations and supervised
construction monitoring services for a 1,500?acre hillside residential devel-
opment which includes 12?million cubic yards of earthwork, the removal
and/or buttressing of more than 50 landslides, construction of streets,
three bridges, and a 3-million-gallon water reservoir.
PAGE 54
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APPENDIX
PART 2 - Fee Schedules
I
EXHIBIT 4609
FEE SCHEDULE
Effective through August 1, 2000
PERSONNEL
HOURLY RATE
Principal
$ 135.00
Senior Project Engineer
$ 110:00
Project Engineer
$ 90:00
Senior Design Engineer
$ 81.00
Design Engineer
$ 69:00
Associate Engineer
$ 57,00
,Engineering Technician "
$ 57.00
Project Assistant
$ 46.00
Senior Project Surveyor
$ 110.00
Project Surveyor
$ 81.00
Survey Technician
$ 57.00
3-Man Survey Crew
$ 189:00
2-Man Survey Crew
$ 145.00'
REIMBURSABLE COSTS.
Reproductions; deliveries; travel; meals'and lodging; facsimiles;
models, renderings
andphoto% mylars; and -diskettes, not included in the scope of work
• All reimbursable costs shall be billed at 15% markup.
• Mileage shall be billed at $0.35/mi. .
• CADD Plotting for cliept use only:
- Vellum @ $2.00/sq. ft.
- Mylar @ $4.00/sq. ft. -
• All accounts are due net 50 days from the date of invoice.
• .Outstanding accounts shall be charged 1..0%
per month.
a
K:W DM"ORMS\,FEESCHED\Fee2000.doo
ICI
APR-14-2000 13:36
1 7
P.02/02
Philadelphia
Coral Gables
Dallas
Lake Placid
San Diego
San Francisco
Planning a. Design
Standard Fee Schedule for 2000
Title Hourly Billing Rates
Principal $150.00-185.00
Senior Landscape Architect $100.00-140.00
Landscape Architect
$70.00 - 95.00
Junior Landscape Designer
$50.00 - 70.00
Senior Planner
$100.00-140.00
Planner
$70.00 - 95.00
Junior Planner
$50.00- 7o_00
Senior Urban Designer
$100.00-140.00
Urban Designer
$70.00 - 95.00
Draftsperson
$35.00 - 50.00
Administrator
$45.00- 65.00
Secretary
$35.00 - 45.00
*Hourly billing rates include all labor, overhead and profit
charges. Rates are subject to increase January 1, 2001.
Employee Car @ $.32.5/mile or current government
allowance;
Rental Car, Airline Tickets, and any other transportation
charges;
Subsistence;
Reproduction (includes all blueprints, photo copies,
photography, etc.);
Miscellaneous (includes postage, overnight mail,
telephone, messenger, etc.);
CADD equipment time; and
Consultants
Invoices are due within 30 days from the date of the
invoice. Interest of 1.5 percent per month (18 percent
annual) will be charged on any overdue invoices.
Wallace Roberts & Todd, Inc. 619.696.9302 Cathleen A. Garcia, ASLA
1133 Columbia Street, Suite 205 www.wrtdesign.com CA License LA2371
San Diego, CA 92101 fax 619 A96 7019
TOTAL P.02
Dahl, Taylor & Associates - SCHEDULE OF HOURLY FEES
Position Description/Job Classification Grade
Project Manager
Project Engineer
Senior Engineer/Design Engineer
Asst. Engineer/Drafter
Other Job Classifications as required
Hourly Rate
Billing Rate
($/Hr)
($/Hr)
47.36
123.14
42.70
111.02
37.84
98.38
27.35
71.11
20.40
53.04
Note:
(1) The above Hourly and Billing Rates will be In effect through December 31, 2000 and will be subject
to review and adjustment at that time.
(2) The Hourly Rates are based on straight time wages, and exclude any premium adjustments.
(3) The following out-of-pocket expenses are excluded from the Hourly and Billing Rates and are
reimbursable at cost plus 10%: travel, long distance telephone, clerical services, printing, computer
charges and postal delivery charges.
(4) The job classifications are typical, but not intended to be all inclusive.
ALeighton and Associates
AGTGCompany GEOTECHNICAL
CONSULTANTS
1999 PROFESSIONAL FEE SCHEDULE*
'
GEOTECHNICAL SERVICES
PROFESSIONAL STAFF FEES (per hour)
OfficeAssistant..............................................................................................................................................................
Technical Assistant, Word Processor
$ 35
.50
..............................................................................................................................
TechnicianI.......................................................................................................................................................................50
Technical Illustrator/Information specialist,
'
Technician11......................................................................................................................................................................60.............................................................................................................................
CAD Operator......................................65
S i T h . •
70
1
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enor ec nician..............................................................................................................................................................
Staff Engineer/Geologist/Scientist/Field Supervisor............................................................................................................75
Senior Staff Engineer/Geologist/Scientist............................................................................................................................85
OperationsManager..........................................................................................................................................................88
ProjectEngineer/Geologist/Scientist...................................................................................................................................95
Senior Project Engineer/Geologist/Scientist......................................................................................................................105
Consulting Engineer/Geologist/Scientist...........................................................................................................................120
Principal..........................................................................................................................................................................130
SeniorPrincipal...............................................................................................................................................................150
Overtime for field personnel (all technician levels) will be charged at 1.5 times the basic rate.
Expert witness testimony will be charged at 1.5 times the above rates, with a minimum charge of four hours per day.
ENGINEERING EQUIPMENT
VehicleUsage............................................................ ....................................................................................... $ 5 per hour
Tiltmeter, Inclinometer Units..................................................................................................................................30 per day
NuclearSoil Gauge..............................................................................................................................................30 per day
WaterLevel Sounder............................................................................................................................................ 30 per day
PortableGenerator............................................................................................................................................... 50 per day
DownholeNuclear Gauge...................................................................................................................................100 per day
Other Monitoring Equipment............................................................................................................................Upon Request
PROPOSAL ACCEPTANCE PERIOD
Proposals are valid for 30 days, unless otherwise stated.
REIMBURSABLE EXPENSES
Heavy equipment, subcontractor fees and expenses, supplemental insurance, travel, shipping, reproduction, and other
reimbursable expenses will be invoiced at cost plus 15%, unless billed directly to, and paid by client.
INVOICES
a. Invoices are rendered monthly, payable upon receipt.
b. A retainer of 50% of the fees may be required for projects with a total fee of $5,000 or less, with the balance to be paid
at the time the report is released to the client.
c. Thirty percent of the fee for field studies will be invoiced immediately upon authorization to cover equipment and
mobilization costs.
DISCLOSURE
Client agrees to provide all information in Client's possession about the actual or possible presence of'buried utilities and
hazardous materials on the site, and agrees to reimburse Leighton for all costs related to their unanticipated discovery.
* Effective April 1, 1999 through March 31, 2000, after which remaining work will be billed at then -current rates.
9060 499 (Continued on Reverse)
I
17781 Cowan, Irvine, CA 92614-6009
(949) 250-1421 • Fax (949) 250-1114 • www.leightongeo.com
I
1999 PROFESSIONAL FEE SCHEDULE
I.J
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II
GEOTECHNICAL SERVICES (Cont'd)
LABORATORY CHARGES*
TEST
MoistureContent...................................................................................................................................................
$ 8
Moisture and Density (Ring Samples)....................................................................................................................
16
Moistureand Density (Shelby Tube).....................................................................................................................
45
Maximum Dry Density (Optimum Moisture Content)..............................................................................................
125
MaximumDensity Checkpoint...............................................................................................................................
50
Moistureand Density (Chunk Samples).................................................................................................................
45
SpecificGravity - Fine Aggregate.................................................................................................I........................
50
SpecificGravity - Coarse Aggregate......................................................................................................................
48
SieveAnalysis.......................................................................................................................................................
50
HydrometerAnalysis...........................................................................................................................................
75
Sieveand Hydrometer Analysis.............................................................................................................................
100
PercentPassing No. 200 Sieve..............................................................................................................................
39
LiquidLimit and Plastic Index...............................................................................................................................
83
LiquidLimit -Non Plastic (1 pt)..............................................................................................................................
65
SandEquivalent..................................................................................................................................................
50
ExpansionIndex....................................................................................................................................................
100
DirectShear (Undisturbed)....................................................................................................................................
145
DirectShear (Remolded).......................................................................................................................................
175
Direct Shear (Remolded or Undisturbed, Slow)......................................................................................................
225
SinglePoint Shear.................................................................................................................................................
65
TorsionalShear.....................................................................................................................................................
350
Consolidation(w/o Time-Rate)..............................................................................................................................
150
CollapseTest........................................................................................................................................................
75
ncrement):................................................................................................................
W/Tlme Rate, Add (per increment): ................................................................................................................
30
oad):........................................................................................................................
W/Extra Load, Add (per load): ........................................................................................................................
25
R-Value (Untreated or Treated)..............................................................................................................................
185
CBR(Untreated) Per Point....................................................................................................................................
150
SulfateContent (CA — 417 — A).............................................................................................................................
36
pH......................................................................................................................................................................
27
pHand Resistivity.................................................................................................................................................
110
CALTRANS216....................................................................................................................................................
140
ChlorideContent...................................................................................................................................................
46
ConcreteCompressive Strength............................................................................................................................
15
Trlaxlal testing, residual shear tests, permeability, abrasion, and special tests will be charged at hourly rates. Materials testing
fees and additional laboratory testing fees will be provided on request.
Laboratory samples will be maintained for 90 days. A monthly storage fee of $2.50 per bag/$1.00 per ring will be assessed if
longer storage is required.
Requested weekend testing and RUSH tests may be provided to clients upon request and additional charges will be
determined on a project -by -project basis.
Laboratory Staff Fees (per hour)
Laboratory Tech 1
$50.00
Laboratory Tech II
$60.00
Senior Technician
$70.00
Senior Staff Engineer/Scientist
$85.00
The above rates include performing the test and producing raw laboratory results. No data reduction or investigation is
Included.
" Laboratory services are provided by Teratest Labs, Inc., an affiliate company of Leighton and Associates.
Rpr 14 00 12326p Rustin-Foust
1714) 667-7952 p.2
®A®AIISTIMA011ST ASSOCIATES, //VC.
' rRAFF(C ENGINEERING AND TRANSPORTATION PLANNING
2020 NORTH TUSTIN AVENUE • SANTA ANA, CALIFORNIA 92705.7827
Effective January 1, 2000
TELEPHONE (714) 667-0496
FAX (714) 667-7952
E-mail: mail®austintoust.com
AUSTIN-FOUST ASSOCIATES, INC.
'
STANDARD
RATE SCREDULE
'
CATEGORY
HOURLY RATE
'
Principal
$135
Associate
$130
Design Engineer
$105
'
Transportation Engineer
$80 • $95
Transportation Planner
$75 - $90
'
Transportation Analyst
$65 - $85
Design Drafter
$70
Technical/Clerical
$50 - $55
'
Direct expenses billed as actual casts
I
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APPENDIX
PART 3 - Wallace Roberts & Todd
Project Descriptions
1
11
WALLACE ROBERTS 6- TODD
South Beach Improvements
' Santa Monica Beach Improvement Group (BIG)
[1
1
1
1
1
n
Improvements to South Beach will re -enforce the historical
significance of Muscle Beach and Chess Park, provide im-
proved opportunities for traditional beach activities, and
enhance pedestrian areas.
WRT is leading a complex
team of designers, engineers, and
an artist in the design of land-
scape, recreation and
infrastructure improvements to the
coastal corridor of Santa Monica,
CA. The South Beach Improve-
ments are the second of five
interconnected project areas of the
Santa Monica Beach Improve-
ment Group (BIG) project.
South Beach, adjacent to the
famous Santa Monica Pier, has
historically been the hub of beach
activity along the Santa Monica
shoreline. The beach is also home
to world-famous Muscle Beach
and Chess Park, as well as a vari-
ety of concessions, entertainment
venues, and hotels along the pe-
destrian -oriented Promenade. In
addition to these attractions, tradi-
tional beach activities are present
here, including beach volleyball
courts and a children's play area.
Because each of these unique fea-
tures share the same setting, yet
provide a variety of different uses,
the WRT design team has been
charged with developing a cohe-
Santa Monica, CA
sive design for the 24-acre, six -
block -long beach, including the
preparation of construction draw-
ings and specifications.
The project's design focuses
on $1.9 million of improvements,
including an enhanced landscape
scheme; redesigned pedestrian
and bicycle path systems; new site
furnishings, including signage,
pathway lighting, seating, trash
receptacles, and drinking foun-
tains; and enhancements to the
layout and functioning of major
activity areas such as Muscle
Beach and Chess Park. Key ele-
ments of the project include an
intense public participation effort,
the incorporation of public art into
the design process, and the pre-
sentation and approval of design
products to the various City agen-
cies, boards, and commissions.
The completed project will
highlight the natural and historic
features of South Beach, while en-
hancing it to maximize the
recreational and aesthetic value to
the City, its residents, and visitors.
WALLACE ROBERTS & TODD
Palisades Park Improvements, Phase II
tSanta Monica Beach Improvement Group (BIG)
I,
1
1
1
4
H
1
1
1
1
L
WRT is leading a complex
team of designers, engineers, and
an artist in the design of land-
scape, recreation and
infrastructure improvements to
the coastal corridor of Santa
Monica, CA. The Palisades Park
Improvements, Phase II is the
first of five interconnected
project areas of the Santa Monica
Beach Improvement Group
(BIG) project
Palisades Park is perched
high atop the coastal cliffs, offer-
ing spectacular views of the
Pacific Ocean and its fiery sun-
sets. The land on which
Palisades Park is located was a
gift to the City of Santa Monica
in 1892 on the conditions that it
be used as a public park. The first
park improvements in 1895
densely planted the side adjacent
Santa Monica, CA
Subtle changes to Palisades Park will maintain the tradi-
tional landscape, historical significance, and cultural
patterns while addressing the needs of the park in the
21st century.
to the broad Ocean Avenue while
retaining the coastal scrub along
the bluffs. Today, the park con-
tains many natural and manmade
elements, such as a the remaining
coastal scrub vegetation at Inspi-
ration Point, 1920s
Craftsman -era pergloa, the Rose
Garden, a rustic fence along the
bluff edge, and numerous
commerative plaques and memo-
rials. Each of these are unique, yet
they exist together in a single set-
ting utilized by picnickers,
joggers, and those seeking a
place of relaxation and reflection.
To this end, the WRT design
team has been charged with de-
veloping a cohesive design for the
2.4 mile long linear park, includ-
ing the preparation of
construction drawings and speci-
fications.
The work focuses on $3.1
million of improvements, includ-
ing an enhanced landscape
scheme; redesigned path system;
and new site furnishings, includ-
ing path and street lighting,
drinking fountains, and fencing.
Key elements of the project in-
clude an intense public
participation effort, the incorpo-
ration of public art into the design
process, and the presentation and
approval of design products to
the various City agencies, boards,
and commissions.
The completed project will
highlight the natural and historic
features of the park, while en-
hancing it to maximize the
recreational and aesthetic value to
the City, its residents, and visi-
tors.
W,kI LACE ROBERTS v TODD
Downtown Street Tree Plan
The Downtown Tucson
Comprehensive Street Tree Plan
was prepared by Wallace Rob-
erts & Todd as part of the
second phase of the Pedestrian
Improvement Plan. It is a guide
for property owners in the cen-
tral business district to plant and
care for street trees in the public
right-of-way. The guide recom-
mends trees for each street, and
provides information on how to
obtain and plant trees.
The planting concept was
for the trees to contribute to the
identity of the streets and dis-
A pedestrian route linking some of
Tucson's most interesting cultural
features is marked with distinctive
desert plantings set within a mosaic
tiled seatwall.
tricts of downtown. A composi-
tion of evergreen and deciduous
trees were recommended to
maximize shade in the summer
months allowing winter sun to fil-
ter through, and marking the
seasons with subtle flowers char-
acteristic of the Sonoran Desert.
To distinguish the hierarchy of
circulation routes larger trees are
recommended for major arterials,
with smaller scale trees for "traf-
fic calming" and pedestrian core
streets. Links to the adjacent his-
toric neighborhoods are also to be
marked with a line of shade trees.
Tucson, AZ
Legend:
Smsting Street Trees
.A .:vergreen Corop9 -fee
I[ 7 DFadU005 COnnpY flee
Palm ^rtn
Proposed street Trees
O E•+ergruc;n Ca Od" Tree
IieaalAuS C'Mopy Treo
x49 Old Puepq Pramerudo
1111 Arbor
The plan served to coordinate the
tree planting efforts of multiple
agencies working to revitalize
downtown.
WALLACE ROBERTS & TODD
Downtown Pedestrian Plan
lJ
T I it
Streetscape elements are
of the urban mosaic
'parts
applied over time through
public and private improve-
ments.
4
'
A civic expression of
Tucson's contributions to
aviation history and current
is a long range
'technology
vision of the plan.
A
CULTURAL ELEMENTS
Legend:
EMsling penis
a Inunda
1 El Presialb^^
A
itl
ry Sri••
TITc Son .
ArtlNuseum.�
e w•• `
••
■■
N.n
3
PEGESTRIANTRI TRANI ROME
Legend: — — — _ Legend:
OW P o Pronenade snutlle
..... NegKEarnoad Pedeaelen 11111 Rletela Trail
nks
Ronsledt Tra
Tucson .B
Convention
Center
1
Barrio Hlstorloo
The City of Tucson repre-
sents a complex overlay of cultures
dating back over 1000 years. The
city lies within a region rich in bio-
logical, climatic and cultural
resources. The downtown, a by-
product of 60s urban renewal, and
divided by arterials, railroad un-
derpasses and parking lots,
nevertheless retains great poten-
tial as a stimulating urban
environment. Wallace Roberts &
Todd led a team of engineers and
a public artist in the development
of a pedestrian plan that anticipates
imminent and longterm improve-
ments in the downtown business
and arts district. The client group
includes the Department of
Transportation, City Planning
Department, and the Tucson Arts
District as well as a technical advi-
sory committee of representatives
from the business associations,
residential and special interst
groups.
The team developed the
concept of an urban mosaic as an
approach to design. Design prin-
ciples were set in association with
the natural, cultural and functional
aspects of the city. Design guide-
lines and incentives were prepared
for improvements within and ad-
jacent to the public right-of-way.
Tucson, Arizona
..........0. =
JL
nlulisn nut=
s
i
1
0
•
T
O
s.
41
N
N
7
Armory Park I g
o
WALKING DISTANCE
Legend:
■ Odgln
ey 114 We Red
lus
5 MInde Vhik
nat center
to Mlle Redlus
1G Mnute 1•tee
Base data and concepts were
analyzed and communicated
with a multilayered mapping
system.
Improvement projects, which
were identified over the last 20
years of planning, were priori-
tized. The five top projects were
selected as demonstration projects
for WRT to complete as the sec-
ond phase of the contract.
LJ
APPENDIX
PART 4 - Project Schedule
i
1
C
BALBOA VILLAGE IMPROVEMENT PLAN - DESIGN SCHEDULE
ID
Task Name
Duration
June Jul Au ust Se
tember
October November December Januar
OS/21 05/28 06/04 06111 06/18 06125 07/02 07/09 07116 07l23 07/30 08/06 08113 08/20 08/27
09/03 09/10 09/17 09124
10/01 10/08 10/15 10/22 10/29 11/05 11112 11/19 11/26 12103 12110 12117 12124 12/31
1
Notice to proceed
0 days
5/23
6I30
I►_ 6/06
....---.............._, ................. ................................................. ........... '.................................................................. --------------------------------- ----------- ------------- ------------------ -------------------------------- -------------------------------- --------- ---------------------------------------------------- '----------- ------------- ---------------------------------------------------- -------------- ....... ..----------------------------------------------------------------------------- "---------_--
6/20
00E 6/13
0612 FOE 8/23
5/24
------....------- - -.. ...........-' --------------- --------------- --. ................ ,.....................................--.------'-----.........----......._..------_........................--------'.._:------.--------------'------`-----'--------------------------------------------- - ------------------------------------------------------------- - -- ------------------- ------------------------------ --------- - - ------ -
g
gl
2 6/30
pal
---- --- .......... : .....-"--'-- . -------------- -------------- ------- ------------'---------.......... ......------------..-.-------...._-------------"-------.--------........'------------------...._----------"`-'-------------._------.----------------------------- - --- ------------------------ ---------------------------------------------------- -- - --------------------------- - ------ -
/2 /12
6/30
gf} 6/26
612
------- -----------' ---------------- ----------------- ---------------- -----...--- - -'-- ---- ._...... .
-----------------------------------------------------`---'...-----------------------......._.._--------.-............._----------.------. -------------------------------------- --------------------------------------:----------------------------------------------------------- -------------------------------------------------- ------
6/2 07/11
6/2 7/03
07105
7/05
------------- -- --------- ------ - -------- ---------------------------'---.._"'-------------'-""----------------------------------- `----------------------------------------------------------- `------- ---- ------------------------------------------- ------ �`--------------
07101. ;i, rr., 4 7/18
071 7/20
/19
�,�', , r pq;„ 7M4
. ,..... ....,....
-----------------------'--------------------------------------------------------------'---"---- .._...........'-----..-.'-----_.-............-.--''----------.--------------------------..;...........................................................---------------------------------------------'-----"----------.....-'-....--------------------------------'---_._..._.........._----------------------------------------------------------------- .....--
WIO 7/11
11710 7/11
07I0 7/11
7126''',
' --- -- -- ------------------ ....... -.........._i...................._............................................._......i........-------------------...............-------.....................'-------------....................-----------.....................------........--------------......--------------------------- .......
i
712 ,'� 7128',
7{2 ,�, 7131
07l0 7/11
07/1 ! 8',�
...... ----------------------------------------------------------------------------------------- --_- ._ ----------- ------- -------------- - - -------- ---- --- -...................------.._......-'-----...--------................--"-- -----....--------------...........................................-'----------------------........................---......................... ';,.......-------------------------.........---'---..._.............y..-......................-----------------------------------------------------------
0710 7116
! g
6710
/ g
--------------------------------------`---- ---------------------'--- ------------ ----'-----------------------------...._._.......-"'---'------------------------------------------------`-'---`......................_..._.....'.......--------------------------------------.........._'........... .-------- ...-'-------------------------------------------'-.........._...............--------------------------------- -------
07/0 / 8
/0 8/01
8101',
; 8115
t [
8/22
S122
- ---- ---------- -----*--- - --- --------- - ---- --- --- ---------'-- +------------'- -...._-- ---------------------......................'----_-------------------------------------------------------------------------------- ----------------'-----....-...._................_..------------ - --------
8122
9113
01112 �; 8/30
08 a � _- - `ar'+e 9107
- --- -'--- -.......
---'-------------------------------------------------�-------- - - - - - - -------------------------- -------"-- - -------'------------ ------ --------- ------ ----- -------^-------- -------- -- - -----------........_...----------------------------------------.....-----------------...._-------------------------------------------- ............. .._....._......... .------------------------------- - ----
09/0 ►� ., " 9/14
- / g
812 ./12
08M /06
--------'-----`-------------------------------------------------'-------------------------------------'----------- ------`------- ---- ------ --"-----------... - ----- -- - --.........._--------...--'---'----------._................._----.._------------------------`--.......----....----"--......-------......_-----------------......_ .....------------..........-------------.....'-......-----------------'--------
---- 08l2 113
/gg
08/3 113
08/2 /06
---_..................._'.._"'------------------..._--------------------------.---.......`------------------------------------------------------------------ ._--'-"'----" --------------------------- ........-------- ------------------ ' --------------- - - -------- - - ------------------------------...-'-----......------.._._....----------....---...---._.....---........._--`-------------....._--........_---------------.._....---------...i---...............--------......'-'---------......."---'---'..........._..-_i..............
9H S` �;, 9/18
9/19
911 ' , 4' ;w`", "°Jr2 9/21
9/Y1
......................._...................................... i----....-"----------------------------.....------------...-........ '----------------.........................----`--.._.....-------.......--'----......._.....----'--......-----------'---------......------.-..-'--------------....--------------------------...................-..........------................_--.............-------.................................................................-........................................ -----------
0912"?, 0105
''� ...,.. ...
09/2 0/0
0912 ►' � �1�� �( �`'' Q�+.;;ek;„�y�zp ^�: 3c;3 0/23
----...............................................-------------------------............----..i..........."'-----------.....-................................."""------y'----"'---------...-"""'--------------------'----------------------"---'------------------------------------------------- ------ -------'---"'-- ---------- ----'---------------------------------------"'---------.-._..---------.-..-f-'....._-----------""""-----"""'--------------------------------------`---------
0912 0I09
09/2 0109
0912 "`"'"'^� `� 0123
OU _ �W� ��
0112
--------.._............:............-------------------------------------------------........_,------'-------------------------------------------------"-----+--`--------'---------------------------------------------------------'----------- -- --- - ----------- - ------ -------- -- - ------- ' ----- ----- ------ - ---------------- - - - ------`---------------------'----------------------------------'--"--------------------------------------------- -------
10- 0/19
1 /2 0126
13
10l0 0/1
-----------..............................._-------------------------------------........_........._-----------------_---------------------------'-------*-'--=----------------------------------------------------'---------------------------- - ------ -- ---'---- --- --- - --- - - --- -- ---- ----- - - --------------------------------------------- - ------------------------------- ----- -
0/79
0 /2 1
0/1
10 0/ 4 1
---------------------'---------- ------------------------...._....-.....------------:.................--------_-------------_------`---------------*----------------------------------------------------'-------------------------------------- -- --- - — -- -- ---- - -- ------------------------------------------------------------------------------------------------ --------
Mg ,
->= 0131
1 0/31
1/01
..................-----`-------------------------------------......------_-..._-----------`----------------------------------------------------------t..........----.._--------------------------------------------------`------------------------------------------- -----------'------ ----- ------ ----- - ---- ---- ------ - - -- — ---------------------------------'------------------------------------------------------------`-----------
1/01
-' -ills
- -
:':;�'"" �_"..=,�,: a„x� - h",,. 2115
-
........................................_--------------------...-......------------.........-.....-.------------.......---------------------------------......__-""""----.......--....._-------------------------------_-----------'<------------------------------------------------------------'------------------------------------------------------------ - ------------------------------------------------------------ ------------------------------ -------
�, :�, .;" '. ; • 2115
12/15
�: 12/29
♦ 01
06/23
2
PRE -DESIGN TASKS
28 days
3
Review conceptual project studies
5 days
4
5
Confirm project requirements
Develop detailed design parameters
5 days
10 days
6
Confirm CADD format & GIS attributes
5 days
7
Recommendations of construction materials
3 days
8
9
Provide detailed field survey program
Confirm locations & perform borings and corings & prepare geotech report
2 days
20 days
10
Provide odor control survey & perform survey and report
20 days
11
Prepare preliminary construction cost estimate
5 days
12
13
DESIGN TASKS
Perform field topographic survey
59 days
12 days
14
Reseach existing rightsof-way
5 days111
15
Prepare project base mapping
10 days
16
17
Submit survey & base mapping to City
City review of survey & base mapping
0 hrs
10 days
18
Prepare recommended project geometric control plan
5 days
19
Identify property acquisitions
1 day
20
21
Submit plans and layouts to City
City review of plans and layouts
0 hrs
80 hrs
22
Prepare 2legal descriptions & exhibits ,�-
2 days
23
Prepare demolition plan sheets - redlines -
2 days
24
25
Prepare roadway plan and profile sheet - redlines
Prepare signage and striping plan sheets - redlines
5 days
5 days
26
Prepare Balboa Parking Lot plan sheets ^ redlines
5 days
27
Prepare Balboa Pier Plaza plan sheets - redlines
5 days
28
29
Prepare storm drain plan & profile sheets - redlines
Prepare water plan & profile sheets _redlines
2 days
2 days
30
Prepare sewer plan & profile sheets ^ redlines
2 days
31
Prepare street lighting plans sheets - redlines
5 days
32
33
Prepare parking lot lighting plan sheets - redlines
Prepare traffic signal modifications plan sheets - redlines
5 days
2 days
34
Prepare planting & irrigation plan sheets - redlines
5 days
35
Prepare odor control plan sheets - redline
5 days
36
37
Prepare fountain & clock tower detail sheet - redline
Prepare concept -level detour & traffic control plan sheets - redlines
5 days
10 days
38
Redline quality, assurance! quality control
1 day
39
Submit redlines to City
0 hrs
40
41
Redline review by City
75% COMPLETE DRAWINGS / SPECIFICATIONS
80 hrs"-u-;,
41 days
42
Prepare demolition plan sheets - 75%
10 days
43
Prepare roadway plan and profile sheets - 75%
20 days
44
45
Prepare signage and striping plan sheets - 75%
Prepare Balboa Parking Lot plan sheets - 75%
10 days
10 days
46
Prepare Balboa Pier Plaza plan sheets - 75%
25 days
47
Prepare storm drain plan & profile sheets - 75%
8 days
48
49
Prepare water plan & profile sheets - 75%
Prepare sewer plan & profile sheets -75%
5 days
5 days
50
Prepare street lighting plans sheets - 75%
14 days
51
Prepare parking lot lighting plan sheets - 75%
10 days
52
53
Prepare traffic signal modifications plan sheets - 75%
Prepare laming & irrigation Ian sheets - 75%
Pa P 9 P
10 days
days
15 da
54
Prepare odor control plan sheets - 75%
15 days
55
Prepare fountain & clock tower detail sheet - 75%
10 days
56
57
Prepare concept -level detour & traffic control plan sheets - 75%
Prepare engineers construction cost estimate - 75%
10 days
3 days
58
Prepare outline specification special provisions - 75%
3 days
59
75% CD's quality assurance / quality control
6 days
60
61
Submit 75% PS&E to City
75% PS&E review by City
0 hrs
80 hrs
62
95% COMPLETE DRAWINGS & SPECIFICATIONS
37 days
63
Prepare demolition plan sheets - 95%
5 days'
64
65
Prepare roadway plan and profile sheets - 95%
Prepare signage and striping plan sheets - 95%
20 days
10 days
66
Prepare Balboa Parking Lot plan sheets - 95%
10 days
67
Prepare Balboa Pier Plaza plan sheets - 95%
20 days
68
69
Prepare storm drain plan & profile sheets - 95%
Prepare water plan & profile sheets - 95%
5 days
5 days
70
Prepare sewer plan &profile sheets ^ 95%
5 days
71
Prepare street lighting plans sheets - 95%
14 days
72
73
Prepare parking lot lighting plan sheets - 95%
Prepare traffic signal modifications plan sheets - 95%
10 days
10 days
74
Prepare planting & irrigation plan sheets - 95%
12 days
75
Prepare odor control plan sheets - 95%
12 days
76
77
Prepare fountain & clock tower detail sheet - 95%
Prepare concept -level detour & traffic control plan sheets - 95%
8 days
10 days
78
Prepare engineer's construction cost estimate - 95%
3 days
79
Prepare specification special provisions - 95%
10 days
80
81
CD's quality assurance / quality control review
Submit 95% PS&E to City
5 days10112
0 hrs
82
95% PS&E review by City
80 hrs
83
FINAL SUBMITTAL DRAWINGS / SPECIFICATIONS
20 days
84
85
Minor revisions to plan set
Minor revisions to specification special provisions
20 days
20 days
86
Submit final plans & specifications to City for signing
0 hrs
87
88
89
Drawings & specifications signed by City
City plans submitted to Coastal Commission
0 hrs
0 hrs
90
PROJECT COORDINATON
150 days
91
Project kick-off meeting
1 day
92
93
Project design team coordination
Design team phone progress status meetings
150 days
140 days
12126'',
'.............................. ------------------------------------------- ------......------.---------..._......._.-------------------------------------------------------------------'----------------
12111
94
City / Design team phone updates
140 days
12/11
95
City / Design team progress monthly meetings (7)
140 days
12111
96
97
Project presentations (4)
Coordination with OCSD - pump station modifications
140 days
140 days
12111
_-----.-_---------r------------------.......-.-"-'---------......,..-------------.._----------------._"----------------------..,.----------.----------------.,--._.....----------.......................-----.............._------.;........----..............----------------------......-----------------'--------------------------------------------------------------------__------_................ - -----
------- —------- ---- - - ----- --- - 12111
98
Coordination with design of Washington Street restroom
140 days
12/11
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Project: Balboa Village Improvement Pie
Date: 04/18/00
Task ® Split . . . . Milestone Rolled Up Task Rolled Up Milestone 0 External Tasks P+,,ira"ar„-%m.at+;,eU„�U,ddiY�wc�rlr�
Critical task �`, v� " 4 "�".a ` Progress Summary Rolled Up Split Rolled Up Progress Project Summary
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