0 0
0 0
Q
0 0
0 G
0 C
0 0
0 0
0 0
0 0
0 0
G
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
I
Recent Related Projects/
Name, Education and Licenses Qualifications Completion Date Bill Gallegos
MS Structural Engineering
BS Civil Engineering
US Army Corps of Engineers
Vicksburg Educational and
Experimental Center
(various SO-hours courses - see
resume)
Chad Costello
American Concrete Institute
8-hour seminar
American Shotcrete Institute
8-hour seminar
Jim Escutia, CCM
BS, Construction Engineering
Management
Certified Construction Manager
(CCM) #10871
OSHA 10-Hour Confined Space
Safety and Training Certification
lns~rs
Garrett White, QSP
ACI Concrete Reid Testing
Technician Grade I
ACI Concrete Repair Basics
Qualified SWPPP Practitioner
(QSP) #23394
OSHA 10-Hour Confined Space
Safety and Training Certification
NASSCO certified Trainer
Cured-in-Place Pipe (ITCP)
Inspection Certification
Pipeline Assessment Cert. (PACP)
Manhole Assessment and
Certification (MACP)
AI Olea
Bill Gallegos has over 35 years of construction
management and inspection experience for a wide
variety of public works projects. For the past 17 years, Mr. Gallegos has provided construction management
and resident engineering services on a variety of public works projects for Dudek, including acting as Interim
Public Works Director for the City of Coachella. Prior to joining Dudek, Mr. Gallegos worked over 20 years for
the U.S. Army Corps of Engineers.
Chad Costello has more than 20 years' of construction
experience, the past 10 of which have focused on
reservoir and public works projects. He began his career working for a local pre-stressing tank contractor working only on concrete reservoir construction projects and
worked his way up to superintendent in a very short
time. He then began working as a construction
manager, resident engineer and construction inspector
of a wide range of reservoir, pipeline, building and public· works projects for Dudek.
Jim Escutia has over 12 years' experience in
construction management of public work infrastructure
projects. He worked as construction manager and
contract administrator for the City of Huntington Beach for 7 years, overseeing various types of projects,
including sewer lining and lift station, roadway
rehabilitation, traffic signal, park, and public building renovation projects. He now works as a construction
manager, resident engineer and construction inspector
on a wide range of public works and developer projects
for Dudek.
Garrett White has over 24 years' experience in the
construction industry, with an emphasis in the
construction of water, wastewater, and storm drain
facilities for public agencies. He has been involved with the construction of large-and small-<liameter pipelines, treatment plants; pump stations for potable and non
potable distribution systems, horizontal directional
drilling (HDD), with an emphasis in trenchless
technologies. For the past 9 years, Mr. White has been
responsible for providing field inspection services and construction management for various cities and water
districts on capital improvement and developer projects.
AI Olea has more than 23 years' experience as a
construction project manager, inspector, and supervisor for residential, commercial, and public works projects.
He has completed inspection of a variety of public works projects, including roadways, pipelines, pump stations, treatment plant projects, and administration buildings.
His construction background includes scheduling and
supervising up to 150 employees, cost estimating,
preparing construction proposals, obtaining building
permits, and managing construction sites.
• Water Pipeline Extension for
Medium Security Detention
Facility (Imperial)/ 2018
• New 18" Water Line (Goleta)/
2017
• Entertainment District Avenue
52 Sewage Pump Station
(Coachella)/ 2014
• As-Needed Contract -
Miscellaneous Pipelines/
Storm Drain Projects (San
Clemente)/ Ongoing
• Recycled Water System
Expansion, (San Clemente)/.
2015
• Conifer Tank Replacement.
Triunfo Sanitation District,
Ventura/ 2013
• Contract Adminitrator, Public
Works for City of Huntington
Beach. Various Projects
included: Arterial and
Residential Paving, Sewer Lift
Station, Sewer Lining, and
Traffic Signal Modifications
• Potable & Recycled Pipeline
Replacements at 1-5 and Oso
Creek (MNWD)/ 2020
• V1: West Vista Way Sewer
Project CM and Inspection
Services (Vista)/ 2020
• Water Recycling
Demonstration Project
(Anaheim)/ 2014
• Sewer Pipelines & Arterial
Paving (SWAP) Project (Del
Mar)/ 2017
• Warner Ave. Gravity Sewer
(Huntington Beach)/ 2015
• Providing as-needed
Inspection for on-call contract
for City of Huntington Beach
(various water/sewer
projects)/ Ongoing
On-Call CM and Inspection Services for Various Water and Sewer Improvements Projects Page 23
Name, Education and Licenses
John Przybyszewski
John Griffin
Supervisor Development
Certification
APWA Cert.Public Infrastructure
Inspector (CPII)
Qualified Storm Water
Practitioner (QSP)
IMSA Work Zone Safety
Brad Voorhees
Water Technology Education
Program
DHS Water Distribution Grade 4
CWEA Wastewater Collection
Grade4
DHS Water Treatment Grade 2
ATSSA Traffic Control Supervisor
Tom Ramirez
Sheldon Boren
Certified Nuclear Gauge Operator
Radiation Safety Officer
ACI Concrete Field Testing
Technician, Grade 1
iiecial lns~r-Wela
BIii Reeves - Welding Inspection
AWS Certified Welding Inspector
Certified ICC Structural Welding
Certified ICC Structural Steel and
Bolting
Certified ICC Fireproofing
OSHA Certified Safety Technician
Qualifications
John Przybyszewski has over 37 years' experience·in
construction management, park, and golf course
construction, and country club management, including
capital in:iprovements and remodels, project
management and quality control, maintenance and
irrigation programs, grading, plan review, documentation and contract administration, bid evaluation, regulatory compliance, budget design and administration,
owner/designer liaison.
John Griffin has 35 years of experience in the public
works sector working with the City of Huntington Beach, 22 in Inspection and Project Management for the
Engineering Division, and 13 with the Maintenance
Division. Various job duties have included contract
administration, project management, inspection and
assurance with plans and specifications of a wide
variety of public works infrastructure projects.
Brad Voorhees has over 32 years of experience in
construction supervision and inspection of municipal
projects specializing in water, wastewater and recycled water projects. Mr. Voorhees served in a supervising
capacity for the City of Poway for over 30 years
overseeing planning, construction and inspection of
various water and sewer projects. Duties included
development review, plan check, safety compliance,
inspection, and supervision of over 20 employees.
Mr. Ramirez has over 35 years of experience in
construction providing construction management and
field inspection services on both public works and
private development projects. Experience includes
water, sewer, storm drain, and pipeline construction;
wastewater treatment plants; roadway construction;
bridge retrofits; and new construction, repairs and
remodels of public buildings and residential
developments.
Sheldon Boren has over 28 years of experience. Mr.
Boren has been involved in complex earthwork projects,
including various pipeline projects, the construction of buttress fills to support landfills, the installation of geotextiles for subgrade stabilization, the placement of rock fills and site dewatering. His background includes the evaluation of large-scale excavations for reservoirs and water treatment facilities.
0 William Reeves has more than 26 years' experience in
the construction industry inspecting a wide variety of
public works projects. Prior to being an inspector, Mr.
Reeves owned and operated a steel fabrication
business for 19 years, and has been a certified welding inspector for 15 years. He is responsible for observation and inspection of water pipeline facilities including
structural steel and welding for conformance with the
approved design drawings, specifications to applicable
welding codes and standards, AWS D1.1, D1.3, Di4,
D1.5, API, ASME, FEMA, DSA, AWWA, OSHPD.
Recent Related Projects/
Completion Date
• Providing as-needed
Inspection for on-call contract
for City of Huntington Beach
(various water/sewer
projects)/ Ongoing
• Contract Administrator for
City of Huntington Beach on a
variety of CIP projects/
2012-2017
• Senior Public Works
Construction Inspector, City of
Huntington Beach ·on various
CIP projects/ 2000-2012
• As-Needed Inspector City of
Del Mar: Jimmy Durante
Bridge Water Line
Replacement, 2018 Storm
Drain, Sewer and Paving
Project / 2016-0ngoing
• Annual Sewer Rehabilitation
Project (San Juan Cap) /2015
• Railroad Canyon Water
Reclamation Facility Yard
Piping Modifications Project
(EVMWD) / 2020
• Lead Inspector, City of San
Marcos for various projects:
street widening, signals,
storm drains, utilities, surface
improvements/ 2013-2015
• Vista Verde Reservoir
Replacement, Phase II
(Escondido)
• Major Plant Rehabilitation,
Encina Wastewater Facility/
2015
• FY 2017 Street Repair and
Maintenance Program (San
Marcos)/ 2017
• Special Inspector New 18"
Water Line (Goleta)/ 2017
• Special Inspector New 20"
Steel Water Line (Goleta)/
2018
• Special Inspector 16" Steel
Water Line (RMWD)/ 2015
On-Call CM and Inspection Services for Various Water and Sewer Improvements Projects Page 24 0 0
0 0
----·o
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0
C ,...., u
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 C;
0 0
0 C
0 C·
0 0
0 C
0 0
0 0
0 0
0 0
0 0
0 C
0 (;
Subconsultants
Elect1~ical Inspection/ lnst,-umentation Controls
Rockwell Construction Services, LLC (RCS)
ROCKWELL Rockwell Construction Services (RCS) provides electrical project review, inspection and general construction management assistance specializing in the water/wastewater industry. RCS's goal is to identify and correct problems before they happen by working closely with the construction team from review of the contract documents pre-bid, through final Operation/Maintenance Manuals and As-Built Drawings at the conclusion of a project. The founders of the firm, Rock Swanson and Jim Hudson, combined offer over 65 years of experience in the industry as electrical contractors on a multitude of projects for various public agencies throughout Southern California.
RCS is a trusted partner with whom Dudek has a successful, long-term relationship.
Materials Testing/Laboratory Services (Option)
Atlas Technical Consultants
____,.I\_ T C /~. Atlas Technical Consultants, LLC is a professional services firm in operation TECHNICAL CONSULTANTS since 1959 providing geotechnical engineering, construction material testing and special inspection, infrastructure design and modeling services, environmental compliance and permitting, as well as program, project, and construction management services.
Atlas employs more than 3,000 people in over 140 offices, including licensed geotechnical ahd professional engineers, engineering geologists, certified inspectors and testing technicians, environmental engineers, geophysicists, and the appropriate support personnel. Atlas' inspectors and technicians are multi-carded by various local and national agencies, including the International Code Council (ICC), American Welding Society (AWS), and American Concrete Institute (ACI), to minimize the assignment of multiple field staff. Atlas also has staff members with various certifications, including Caltrans, HAZWOPER, HAZMAT, USAGE EM 385-1-1, and OSHA certification. Atlas is proficient regarding local, state, and federal codes, standards, requirements, and close out procedures.
Dudek has worked with Atlas on a variety of projects over the last 10 years.
On-Call CM and Inspection Services for Various Water and Sewer Improvements Projects Page25
INTENTIONALLY LEFT BLANK
On-Call CM and Inspection Services for Various Water and Sewer Improvements Projects Page 26 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 e
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
e
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Appendix A
Resumes
0 0
0 0
9 0
0 0
0 0
0 0
0 0
0 0
0 c\
0 0
0 G
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 (;
George Litzinger, PE
Principal/Project Manager
George Litzinger has more than 35 years' experience, leadership, and supervision in engineering and construction. As the Construction Management Division Manager, he is responsible for all of Dudek's construction projects and programs covering both large and small projects up to $100 million. His duties typically include: management of construction staff and providing support in contract administration, management and cost control, scheduling, contract bidding/award, constructability reviews, field engineering, project coordination, claims management, and estimating. Mr. Litzinger has managed a variety of projects for both the private and public sectors including water/sewage treatment plants, reservoirs, pump stations, pipelines, parks and golf courses, small dams, subdivisions, streets and roads, drainage projects, fire stations and a variety of public buildings.
Relevant Project Experience
Railroad Canyon WRF Yard Piping Modifications Project, Elsinore Valley Municipal Water District, Lake Elsinore, California. Mr. Litzinger was the Education
United States International
University, San Diego
BS, Civil Engineering, 1985
Certifications
Professional Civil Engineer CA No.
47544
California Contractor Engineering
Class "A" License No. 7317 44
Landscape License C-27
Professional Affiliations
Construction Management
Association of America
American Society of Civil Engineers
Building Industry Association
Construction Industry Federation
project manager for Dudek on this project that involved construction and modification of the Railroad Canyon Water Reclamation Facility's (RRCWRF) aeration basins. The RRCWRF is a wastewater reclamation facility designed to treat 1.3 mgd average daily flow. The basins were modified with new piping, pumps, electrical and baffles to retain the sewage for the purpose of creating an "Anoxic Zone" to denitrify the sewage prior to reuse.
Recycled Water Pipellne CM and Inspection, San Elijo Joint Powers Authority. Mr. Litzinger was project principal overseeing the construction management and inspection of this recycled water pipeline within the City of Solana Beach. The project was part of a larger Sewer, Water, Arterial, Paving (SWAP) Project, which had a tight schedule requiring completion of all construction in less than six (6) months and involved various stakeholders: City of Del Mar, San Diego Fairgrounds, SEJPA, City of Solana Beach, and Santa Fe Irrigation District.
Goleta Sanitary District (District) WWTP Expansion. Mr. Litzinger and the Dudek CM Team provided construction management and inspection services for a $50 million upgrade to the District's wastewater treatment plant that services the cities of Goleta and Santa Barbara. Dudek also provided closeout phase services on this project.
Avenue 48 Wastewater Treatment Plant Expansion, Cl1;y of Coachella. Dudek provided construction management and inspection of this 18-month, $30-million treatment plant expansion, which was funded by the State of California's Revolving Fund Program. Mr. Litzinger and his construction management team performed a constructability review for this project as well as managed the bid process on behalf of the City. Dudek's construction QA (CQA) experts coordinated every aspect of the construction process with the contractor and provided inspection of all civil, structural, mechanical, and electrical/instrumentation work.
CM for Potable Water Storage Reservolr(s) at Calipatria State Prison, California Department of Corrections and Rehabilitation, Calipatria, California. Mr. Litzinger was the project principal on this project, providing construction
DUDEK
management services for the construction of various potable water storage reservoirs at the Calipatria State Prison;The projectalsoincluded additional storage facilities on site that were cathodically protected and tied into existing prison facilities. The project involved the following facilities:
• New 1.25 MG potable water storage reservoir
• Renovation of the existing 2.06 MG potable water storage reservoir • Disinfection facilities
• Tie-in to existing suction lines and booster pump station with various isolation valves • New 12' wide road
Water Recycling Demonstration Project, City of Anaheim, Anaheim, California. Mr. Litzinger was the project principal for Dudek on this project. Dudek provided construction management, inspection and initial operation services on this project. The project consisted of constructing a new state of the art 50,000 gpd treatment facility within 2,000 SF building constructed adjacent to City Hall that incorporated several treatment methods:
membrane bioreactor, ozone and UV disinfection to treat raw sewage into title 22 recycled water for toilet and irrigation use throughout the City. The project also included the construction of new lift station and force main.
Ramona Municipal Water District Construction Management Services. Over a 6--year period, Mr. Litzinger provided construction management services for over $30 million worth of Ramona Municipal Water District Capital Improvement Projects. These projects upgraded and expanded the District's water system and increased capacity to higher elevations. Projects included:
San Vicente Storage Reservoir: 200--acre-foot earth-filled small dam Mt. Woodson Reservoir: rehabilitation of 10 mg open reservoir involving several lining systems San Vicente Treatment Plant: 150,000 gpd expansion
Dye Road Booster Pump Station: installation of new 75 hp booster pump station Dye Road Pipelines: 4 miles of 12- to 20--inch ductile iron, steel and PVC pipelines.
Ollvenhaln Pipelines Phase II ($25 Million}, San Diego County Water Authority. Mr. Litzinger was the project manager for the San Diego County Water Authority's Olivenhain Pipelines Phase II project. This pipeline project included 11,288 feet of 78-inch buried welded-steel pipe and 11,500 feet of 48-inch buried welded-steel pipe.
Specifications consisted of:
Isolation valve and blowoff pipeline appurtenances
Graded and improved access roads
Aqueduct connections to Pipelines 4 and 5
Construction of three tunnels under the existing aqueducts Removal and reconstruction of an existing 30-inch outfall sewer Environmental mitigation requirements and protection of sensitive biological habitat.
Imperial Water Treatment Plant Expansion, City of Imperial. Mr. Litzinger was project manager for the City of lmperial's $15 million water treatment plant upgrade and expansion. The project doubled the City's treatment capacity to 7 mgd and was constructed by a design build construction team. The project was one of the first of its kind using an Engineer, Procure, Construct (EPC) contract with a guaranteed maximum price. The project was completed on time, within budget, and free of litigation. Constructed facilities included:
• Seven mgd water treatment plant and associated appurtenances One 50 hp pump station
Rehabilitation of two steel water storage tanks
24-inch PVC pipeline
SCADA system upgrade.
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 ()
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 DUDEK
Poway and Olive Street Pump Stations, Ramona Municipal Water District. Mr. Litzinger was responsible for construction management services for the Poway Pump Station and Olive Street Pump Station for the Ramona Municipal Water District. Construction management and inspection were provided for all aspects of construction, including grading, concrete, masonry, electrical, and instrumentation work. The Olive Street Pump Station is a new station that provides system pressure throughout the Ramona community. The station contains two new 40 hp and two new 20 hp vertical-turbine pumps. The Poway Pump Station is a high-pressure water booster station. This station included the installation of two new 900 hp vertical-turbine pumps into a building that was retrofitted to accept the new pumps. The pump station transfers water up a 400-foot grade to an open reservoir that serves the town of Ramona.
Rancho Cielo Recycled Water Distribution System, San Diego, California. Mr. Litzinger worked as a project engineer for the design of a large water reclamation distribution system. The design consisted of a 70-acre-foot reservoir, three 1,000 gpm pump stations and 75,000 feet of 10-inch distribution pipe. His tasks on this project involved the preparation of detailed drawings for the pump station and pressure-reducing stations and the design, layout, sizing, and alignment of the distribution lines. He also prepared the hydrological calculations for two open reservoir spillways and the required calculations for the project's irrigation demands.
Towncenter/Portico Industrial Development, City of Calexcio, California. The City of Calexico contracted Dudek to provide as-needed construction management services for the construction of street improvements, storm drain, and water and sewer facilities for Cole Road, Sunset Boulevard, Robinson Avenue, Pump Station No. 10, and traffic signalization on Cole Road. Mr. Litzinger was principal in charge of Dudek's construction management staff that worked closely and coordinated with the city's staff, the contractor's construction staking and surveying consultant, and the funding administrative representatives from the U.S. Economic Development Administration/U.S. Department of Commerce and its requirements.
Dogwood/Interstate 8 Freeway Ramp Widening and Signalization Project, City of El Centro, California. Mr.
Litzinger was the project manager for the widening of four ramps, new signalization, landscaping, and new road sections. This was a Caltrans project administered by the City. As such, Mr. Litzinger coordinated with Caltrans District 11 personnel as needed and ensured that all project documentation was in accordance with the Caltrans Local Assistance Procedures Manual.
Dogwood Avenue Improvements Project State Street to Interstate 8, City of El Centro, California. Mr. Litzinger was the project manager on the City's Dogwood Avenue Improvement Project. Mr. Litzinger coordinated with Caltrans District 11 personnel as needed and oversaw that all project documentation in accordance with the Caltrans Local Assistance Procedures Manual. The project is funded by the American Recovery and Reinvestment Act (ARRA) and Prop 18. The project includes removal of the existing road and replacement with new base, geofabric, geogrid, and asphalt. In addition, all curb returns will be removed and replaced to comply with ADA requirements.
Street Rehabilitation Projects, City of Coachella, Californla. As project manager, Mr. Litzinger was responsible for overall project success. Dudek provided construction management and inspection services for rehabilitating approximately 4 miles of streets within the City. Projects included removal of pavement, utility coordination, curb, gutter, repaving, cross gutters, and traffic control. Dudek provided regularly scheduled progress meetings to keep all involved parties up to date on project issues and to identify potential problems or design conflicts in advance of the scheduled work.
Rancho Santa Fe Road Widening, City of Carlsbad, California. Mr. Litzinger was principal project manager and was responsible for providing construction management and inspection services on behalf of the City of Carlsbad. The project involved realignment and widening of approximately 2 miles of Rancho Santa Fe Road from 2 lanes to 6 lanes in Carlsbad, California. The project also involved the replacement of the Rancho Santa Fe Road Bridge at San Marcos Creek. Ongoing coordination between the City of Carlsbad, the City of San Marcos, and other private development projects was needed to minimize impacts to residents and commuters during construction of the projects in the area. In addition, Dudek biologists provided biological monitoring services during the construction.
Page3
0 0
e
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
G
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Marius Jaskula, PE, CCM
Construction Manager
Marius Jaskula has over 25 years' experience in construction management, contract administration, and quality assurance on civil public works infrastructure projects. Projects have included sewer; water and storm water pump/lift stations; reservoirs; sewer and water treatment facilities; Galtrans structures; roadway construction; large earthwork projects; and water, sewer and drainage pipeline projects with tunneling. Positions held have been the following: Construction Manager for U.S. Government (Navy), Construction Manager/Resident Engineer for a municipality and engineering consulting firms, and a Quality Control Manager and Superintendent for a general contractor.
Project Experience
Education
University of Illinois at Chicago
BS, Civil Engineering, 1997
Certifications
Professional Engineer, State of
Galifornia, Civil #C61060
CMCI Certified Construction
Manager, ID #A1588
U.S.A.C.E. Construction Quality
Management Certification
V1: West Vista Way Sewer Project, City of Vista, Cslifomia. Currently Construction Manager and Resident Engineer for this project, which involves deep open trenching for the replacement and upsizing of sewer mains from 8-inch up to 15-inch along with a micro-tunneled section across Emerald Drive.
Wells 32 and 33 Equipping, City of Corona, Department of Water and Power, Callfornla. Construction Manager and Resident Engineer for $1.3 million City project to develop and equip recently constructed groundwater wells.
Well 33 anticipates a sustainable yield of up to 1,500 gpm with moderate levels of nitrates and perchorates which will be treated at the Ion Exchange Treatment Plant (see below project). Well 33 to be placed in service with a 200-hp deep vertical turbine well pump driven by a variable frequnce drive. Wells equipping consists well heads for both wells, associated mechanical piping and equipment, valves, flow meters, and a reinforced concrete masonry wellhouse. Project site improvements include miscellaneous yard piping, connections to water supply and transmission mains, sewer and water services, grading, drainage, asphalt concrete pavement, concrete flatwork, steel fences and gates. Plant electrical, and instrumentation system entails the installation of City furnished motor control center, switchgear, emergency generator and SCADA equipment.
Ion Exchange Treatment Plant Project, City of Corona, Department of Water and Power, Cslifomia. Construction Manager and Resident Engineer for $7 .5 million City project to construct a new resin treatment ion exchange water treatment plant Plant design flows initially set at 1600 GPM with the ability to expand to 6000 GPM as local water supplies are developed. The 9300 SF treatment plant building footprint incorporates a chemical room and process room, thirty-foot high masonry walls with architectural features and a steel truss roofing system. Ion exchange treatment process consists of seven steel vessels loaded with resin for nitrate and perchlorate removal, process piping, filters, valves, flow meters, compressed air scouring system and associated mechanical equipment. Chemical treatment includes salt delivery and storage system, briner, chemical storage including containment walls, drain and delivery systems, chemical storage tanks, metering pumps, piping, and transfer pumps. Project site improvements include miscellaneous yard piping, connections to water supply and transmission mains, backwash water discharge and regenerate discharge drain piping, grading, drainage, asphalt concrete pavement, concrete flatwork, tubular steel fences and gates. Plant electrical, and instrumentation system entailed the installation of City-furnished motor control center, switchgear, and SCADA equipment.
DUDEK
Bradt Reservoir Floating Cover Project, South Coast Water District, C81ifornia. Construction Manager for $2.3 million district project to replace the existing failing geomebrane floating cover. Project consists of replacing the 6.3 acre cover with a new wieght tentioned chlorosulfonated polyethelyne (CSPE) geomembrane cover including access hatches, vents and a rainwater pump removal system. Supporting site work includes Hypalon liner repairs, replacement of inlet and outlet slide gates, replacement of drain and outlet valves, electrical work, SCADA modificaitons, chemical system modifications and drain piping installation.
Home Plant Lift Station and Forcemain Replacement Project, City of carlsbad, C81ifornia. Construction Manager and Resident Engineer for $2.8 million city project to replace the failing existing station and increase emergency storage capacity. The HLPS consists of a submersible lift station with a PVC lined wet well, three 25HP submersible pumps, bubbler level control, odor control bed, new emergency generator, emergency storage structure, influent sewer piping and manholes, flow meter and valve/cam lock vaults, new controls and electrical panel located in the new control building, new site fencing, new and restored landscaping, recycled irrigation and asphalt paving. The station is fed by an 18-inch influent sewer and pumps into a 8-inch force main which ultimately outlets into the Vista/Carlsbad interceptor sewer. Forcemain improvements included 1,900 LF of 8-inch HOPE open cut piping and 400 LF of 8-inch HOPE HOD tunneling.
Terramar Lift Station and Forcemain Replacement Project, City of carlsbad, C81ifornia. Construction Manager and Resident Engineer for $1 million city project to replace the failing existing station. Project involved replacing the existing lift station with a 30-foot deep pre-cast 6-foot diameter wet well with two submersible pumps and new valve vault.
Location of PS and vault was in the road and behind the sidewalk of a major thoroughfare through the City. Forcemain improvements included the installation of a new 400 LF 6-inch PVC open cut piping and 200 LF of 8-inch CIPP lining of exsisting gravity sewer under the NCTD tracks. Pump motor controls, SDG&E service panel and mobile emergency generator were installed in a block enclosure with steel canopy cover. The existing lift station was taken out of service and continuously bypassed for approximately 3 months until the new lift station and force main were put in service.
Recycled Water System Expansion, City of San Clemente, C81ifornia. Resident Engineer for $8.2 million multi phase City project to install 10 miles of recycled water pipelines (6-inch to 20-inch PVC and DI), HOA service conversion connections, Bella Collina Towne & Golf Course Metering Station and new Pressure Reducing Station.
The project also included a new 200,000 gallon DN tank. He managed all aspects of construction and providing daily inspection services. The project required coordination with multiple agencies (City of San Clemente, South Coast Water Districts, 10+ HOA's and Caltrans). The project also involved the expansion of the City's Water Reclamation Plant from 2,200,000 gallons per day to 5,000,000 per day and new effluent pump station.
Water Recycling Demonstration Project, City of Anaheim, C81ifornia. Resident Engineer for this $6.5 million city project serving as a demonstration facility showcasing the viability of recycled water and the value of conserving limited potable water supplies. The project consisted of a 50,000 gallon per day (gpd) capacity (100,000 gpd at buildout) Membrane Bio Reactor (MBR) water reclamation facility at the north side of the City Hall. The project included an influent pump station with sewer diversion structure, force main, and a recycled water distribution system to surrounding landscaped areas and to the dual plumbed water system at Anahiem West Tower. The treatment facility is housed in a beautiful 2000 s.f. building with a 25-foot tall waterfall feature and floor to ceiling window wall glazing allowing for outside viewing of the interior treatment plant workings.
Twin Oaks Reservoir Tank No. 2, Phase 3, San Marcos, C81ifornia. Construction manager for the third phase of a $21 Million Vallecitos Water District multiple award winning project to construct a 40 MG pre-stressed concrete reservoir. The reservoir is the largest in the world of its type. Project consisted of backfilling of the 40 foot high, 432 foot diameter tank with 120,000 CY of earthwork. 48 inch RCP drainage and 24 inch steel overflow header piping was installed on site. The top of the tank was earth covered and the entire site was landscaped. Final components included electrical improvements, instrumentation and controls, and paved access roadways. Project was completed with net change orders of 0% of the contract value.
Page2
0 0
()
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
C
C
C
C
C
C
C
C
C
C
C
0 0
0 0
8 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 C
DUDEK
Buena Vista Force Main Replacement-Phases 1 & 2, Oceanside, Galifornia. Construction manager for a $5.4 million project. Phase 1 entailed microtunneling under the 78 highway and El Camino North Shopping Center. 1200 feet of 45 inch tunnel casing was installed successfully on line and grade. 28 inch HDPE was welded and pulled back into casing for force main piping. Project was completed on time with change orders accounting for less than 1% of the contract value. Phase 2 included installation of 8000 feet of 24 inch C-905 force main piping primarily in main arterial El Camino Real. A 250 foot jack and bore was performed under the NCTD tracks. Project issues included unforeseen utility conflicts and changed conditions that were resolved expeditiously without claims utilizing close coordination with the City, utility agencies, project designer and Contractor.
Unit Z Pump Station, San Diego, Galifornia. Construction Manager for a $3.2 Million Olivenhain Water District project to construct a new potable water pump station. The pump station is equipped with three 200 HP vertical pumps with 3675 GPM capacity each. Electrical components include pump control and SCADA systems. An 1100 SF pump station masonry building and extensive site work with 24 inch CML welded steel suction and discharge piping. Project issues included adjacent community residences and extensive coordination with District operations staff during construction and start up. Project was completed on time and without claims. 4S II Reservoir, San Diego, California. Construction Manager for a $4.1 Million Oliven ha in Municipal Water District project to construct a new 4.0 MG potable water Reservoir. The steel reservoir was constructed with an aluminum dome roof with a diameter of 156 feet and a height of 34 feet The project also included a communication building, inleVoutlet piping, valve vaults with electronically controlled valving and extensive site work. Project was completed on time and without claims.
Connamera Pump Station, San Diego, California. Construction Manager for a $2.2 Million Olivenhain Municipal Water District project to construct a new potable water pump station. The pump station is equipped with two 250 HP vertical pumps with 4250 GPM capacity each. Electrical components include pump control and SCADA systems. A 1000 SF pump station masonry building and extensive site work with 18 inch CML welded steel suction and discharge piping. Project issues included adjacent community residences and extensive coordination with District operations staff during construction and start up. Project was completed on time and without claims.
North and Northside Reservoirs Rehabilitation Project, Rainbow, California. Resident Engineer for a $5.0 Million Rainbow Municipal Water District project to rehabilitate two potable water reservoirs - 8 MG (1.5 acres) and 23 MG (3.1 acres). Both reservoirs were constructed with new concrete anchor curbs, piping, inlet and outlet structures, geomembrane liners, and geomembrane floating covers with vents, hatches, rainwater removal pumps and associated appurtenances. The project site work included 18 inch and 24 inch PVC C-905 and CML&C steel piping, valves and vaults, CIPP relining for drainage and potable pipelines. Surface improvements include concrete sidewalk, paving, fencing and concrete pads for booster pumps. Electrical work included pump control panels and controls for SCADA connectivity. Project issues included adjacent community residences and extensive coordination with District operations staff during construction and start up.
Cypress Street Reservoir and Water Treatment, Lomita, California. Resident Engineer for the final phases of construction, and the start-up and testing of a $9.0 Million City project to construct a new 5.0 MG post-tensioned concrete reservoir, pump station, emergency generator, 1500 GPM well pump/piping, and a MIOX treatment facility to treat the well water to remove iron, manganese and color. Project site work included extensive piping, a pump station building, an oxidant treatment building, filter vessel, aqueous ammonia systems and wash water tank. Electrical work included pump/equipment control panels and various controls for SCADA and plant operation. Project issues: adjacent community residences and extensive coordination during start-up and testing.
Page3
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 e
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Jason Linsdau, CCM
Construction Manager
Jason Linsdau has more than 19 years' supervision and leadership experience in engineering and construction. As a construction manager/resident engineer, he manages construction projects ranging between $1.5 million and $25 million. His responsibilities include project management, contract administration, cost control, scheduling, constructability reviews, field engineering, project coordination, claims management, and estimating. Mr. Linsdau has worked on a variety of projects for public agencies and municipalities, including parks, fire stations, administration buildings, reservoirs, pipelines, pump stations, treatment plants, golf courses, dams, roads, and drainage projects.
Project Experience
Sewer Main Lining Rehabilitation Project (Phase II and Ill} and Lining of Education
San Diego State University
Civil and Environmental Engineering
Certifications
CMG/ Certified Construction
Manager, ID #5042
Cured-in-Place Pipe (!TCP) Inspection
Certification Program
Pipeline Assessment Certification
Program (PACP)
Manhole Assessment and
Certification Program (MACP)
AGC Advanced SWPPP Training
8-Hour Course
Abandoned 10" Braddock Force Main, City of Culver City, California. Mr. Linsdau was the construction manager for the rehabilitation of 92,000 LF of sewer mains, 90 full wrap lining of lateral connections and 30 manholes that were located in busy urban areas as well as backyard easements. The project also involved the CIPP lining of 4,600 LF of a 10-inch force main and two force main tie-ins into the 60-inch WLAS sewer interceptor. Over 20 open trench point repairs were also completed during the project. This was a challenging citywide project requiring coordination with multiple agencies (City of Los Angeles, Army Corp. and Golden State Water Company), thousands of residents, and large corporations (Sony Studios, Culver Movie Studios and NFL Network). Dudek inspected traffic control and site SWPPP as well.
Home Plant Lift Station and Force Main Replacement Project, City of Carlsbad, California .. Mr. Linsdau provided construction management and inspection services to construct a new submersible lift station with a PVC-lined wet well, bubbler level control, odor control bed, new emergency generator, emergency storage structure, influent sewer piping and manholes, flow meter and valve/camlock vaults, new controls and electrical panel located in the control building, new site fencing, new and restored landscaping, recycled irrigation, asphalt paving, and 1,900 LF of 8-inch HDPE force main.
Terramar Lift Station and Force Main Replacement, City of Carlsbad, California. Mr. Linsdau provided construction management and inspection services to construct a new pre-cast 6' diameter wet well with two submersible pumps and new valve vault. The project was constructed in the road and behind the sidewalk of a major thoroughfare through the City. Two of the 4-inch submersible pumps were controlled by an ultrasonic level control system. The project included the installation of a new 400 LF 6-inch PVC force main and a mobile emergency generator. The existing lift station was taken out of service and continuously bypassed for approximately three months until the new lift station and force main were put in service. The project also included the CIPP lining of approximately 200 LF of 8-inch gravity sewer line.
Water Reclamation Plant No. 4 and No. 7 Headworks Improvements, Coachella Valley Water District, Indio, California. Mr. Linsdau, as a subconsultant to Psomas, provided construction management services on the Page1
DUDEK
construction of a new pump station, screen building, grit building, and various pumps and vaults of new headworks facilities constructed at two separate reclamation plants.
Water Recycling Demonstration Project, City of Anaheim, California. Mr. Linsdau was the construction manager for Dudek on this project. In addition to these duties, he reviewed submittals and RFls, negotiated change orders, oversaw claims management, and reviewed the project schedules. Dudek provided construction management, inspection and initial operation services on this project. The project consisted of constructing a new state-of-the art 50,000 gpd treatment facility within a 2,000 SF building constructed adjacent to City Hall that incorporated several treatment methods: membrane bioreactor, ozone, and UV disinfection to treat raw sewage into Title 22 recycled water for toilet and irrigation use throughout the city. The project also included the construction of new lift station and force main. Contract value: $8 million.
Yorktown 30" Transmission Main Corrosion Rehabilitation, City of Huntington Beach, California. Mr. Linsdau provided construction management as part of Dudek's as-needed contract with the city. He reviewed submittals and RFls, negotiated change orders, oversaw claims management, and reviewed the project schedules. This project included the corrosion rehabilitation of 18,000 LF of 30-inch CMLC pipeline, installation of over sixteen 30-inch butterfly valves, multiple air and vacuum valves, blow assemblies, blind flange replacements, access manholes, aged interconnection, inline valves, replacement of 25 interconnections to existing PVC and AC distribution lines between 6-inches to 20-inches and high-lining private and commercial services, traffic control, asphalt paving, and replacement of sidewalk.
Lift Station 26 and Force Main Replacement, City of Huntington Beach, California. Mr. Linsdau was the construction manager on this project. In addition to these duties, he reviewed submittals and RFls, negotiated change orders, oversaw claims management, and reviewed the project schedules. This project involved replacement of an existing lift station with new below-grade cast-in-place structure with two dry pit submersible pumps and 1,000 LF of new PVC force main.The project was particularly challenging since it was constructed below sea level in the Bolsa Chica Wetlands, 15' from high-end homes. The construction methods included a major dewatering operation below sea level (200,000 gallons per day), 'press-in' shoring method, instrumentation and controls hardware and software.
Mr. Linsdau was also responsible for the implanting de-silting operations and testing plan approved by the Regional Water Quality Control Board (RWQCB) as well as weekly reporting directly to the RWQCB. No correction notices or fines were ever levied by RWQCB on this project. Contract value $1.5 million.
Avenue 54 Wastewater Treatment Plant Expansion, City Coachella, California. Mr. Linsdau was the construction manager for Dudek on this project. In addition to these duties, he reviewed submittals and RFls, negotiated change orders, oversaw claims management, and reviewed the project schedules. Dudek provided design and construction management and inspection services on this project. The project consisted of constructing new headworks, oxidation ditches, clarifiers, and chlorine contact basins to expand the existing plant's treatment capacity from 2.4 mgd to 4.5 mgd. This project was funded by the U.S. Department of Agriculture (USDA). Contract value: $23 million.
Galloway Pump Station and Force Main, County of San Diego, California. Mr. Linsdau was responsible for the inspection, testing, and startup of the project. The project consisted of the demolition of existing systems and new construction of a concrete PVC coated wet well, a hydraulic sewage grinder, two vertical 1,500 gpm sewage pumps with variable-speed drive control, discharge piping and valves in the dry well, a diesel engine generator, and electrical switchgear and PLC for the existing station. The project also included the installation of 5,600 LF of 10-inch-diameter ductile iron force main and pre-cast manholes. Contract value: $4 million.
Olivenhain Dam, San Diego County Water Authority, San Diego, California. As project engineer, Mr. Linsdau reviewed mechanical, instrumentation, structural, and electrical submittals as well as RFls. He performed engineering calculations and field inspections of dam foundation, monitoring instrumentation and mechanical Page2
l)
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
C
C
C
C
C
0 C
C
C
,-.,
V'
0 0
0 e
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 DUDEK
equipment. The Olivenhain Dam project consisted of 318 feet in height and 2,500 feet in length of roller compacted concrete (RCC), making it the highest RCC dam in the United States. The project involved a 300-foot cast-in-place inleVoutlet tower, tunneling, extensive blasting, cast-in-place and cement mortar structures, large diameter valves, large-diameter welded steel pipe, instrumentation, controls, and electrical.
Avenue 54 Wastewater Treatment Plant Expansion and Administration Building, City Coachella, California. Mr.
Linsdau was the construction manager for Dudek on this project. In addition to these duties, he reviewed submittals and RFls, drafted change orders, oversaw claims management, and reviewed the project schedule.
Dudek provided design and construction management and inspection services on this project. The project consisted of a 10,000-square-foot, single-story, wood frame administration building.
Olivenhain Pump Station and Olivenhain 8 Flow Control Facility, San Diego County Water Authority, San Diego, California. Mr. Linsdau was a project engineer for the San Diego County Water Authority's Olivenhain Pump Station project. This project included the construction of a two-story 18,000-square-foot masonry pump station building with a structural steel roof. The project included large-diameter pipelines, metering, and flow-control facilities. Mr. Linsdau reviewed submittals, RFls, and cost proposals. He performed engineering calculations, negotiated change orders, and field inspection. Contract value: $20 million.
Chip Seal and Seal Coat Projects, City of San Marcos, California. Construction manager for the Citywide chip seal and slurry seal street rehabilitation project. The project consisted of resurfacing over 130 residential streets and City parking lots with a 1.2 M SF of 5/16-inch chip seal (Type Pass CR scrub seal) and 4.3 M of Type 2 slurry seal and 1.2M of Type 1 slurry seal. The project also included permitting and coordination with Caltrans and NCTD RXR. Mr. Linsdau coordinated the work with two contractors (separate chip and slurry seal contractors), utilities and performed public outreach working daily with the businesses and residents, and inspected traffic control and ensured business/resident access were maintained throughout the project.
Barham Drive Improvement and Barham Drive Wall Replacement Projects, City of San Marcos, California. Mr.
Linsdau is the construction manager improvements and widen Barham Drive between Woodland Parkway and Mission Road, including improvement to other minor streets. These improvements included storm drain facilities, roadways, curb, gutter, sidewalk, irrigation, traffic striping, traffic signals, signing, and other appurtenant work.
Construction involved grading, drainage, multiple retaining walls, roadway, underground utilities which included a 208 conversion underground all of the old overhead utilities, A separate 2,100-liner-foot masonry sound wall project was also constructed in conjunction with this project, which Dudek also provided construction management services.
Rancho Santa Fe Road Widening Phases 1 and 2, Carlsbad, California. As resident engineer, Mr. Linsdau was responsible for overall project management, public affairs, and resolving day-to-day construction issues. He also inspected the project on a daily basis, reviewed submittals and construction schedules, and negotiated contract change orders.
Both projects for the City of Carlsbad involved the realignment and widening of a 2.2-mile section of Rancho Santa Fe Road. The project goal was to increase roadway safety and minimize construction impacts. Construction involved installation of curb and gutter, sidewalks, 12,000 feet of storm drains (RCP, 18- to 72-inch diameter), 3,000 feet of sewer line (gravity and force main, 8- to 24-inch diameter), 20,000 feet of waterline (PVC, welded steel, and ductile iron, 8- to 36 inch diameter), 3,000 feet of joint utility trench, street lights, five new intersections and traffic signal systems, and 2.2 miles of asphalt concrete pavement. Construction included two new 400-foot cast-in-place bridges over San Marcos Creek. Coordination with the following municipalities was necessary: City of San Marcos, Leucadia Waste Water District, Olivenhain Municipal Water District, and Vallecitos Water District.
Page3
0 0
G
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Ryan Ruiz, PE
Construction Manager
Mr. Ruiz has experience as a construction manager, inspector, office engineer and field engineer. Projects have included wastewater treatment facilities, above ground tank reservoirs, pump stations, police stations, wetlands, and park and street improvements. Mr. Ruiz's duties typically include reviewing contractor's schedules, progress payment applications, RFl's and submittals, design revisions, negotiating change orders, project safety, managing meeting agendas and minutes, and inspection of overall project work.
Project Experience
Potable Water Reservoir Project, California Department of Corrections and Rehabilitation ($4.1M). Mr. Ruiz worked as the Construction Manager for this project This project was to construct an above ground potable water reservoir providing up to 1.25 million gallons of storage capacity. The new reservoir provides emergency water supplies to the State Prison Institution. Both new and existing reservoirs were fitted with a water circulation device to reduce stagnant water and be protected Education
University of California, San Diego
BS, Structural Engineering
Certifications
Professional Civil Engineer No.
C86394
Certified Erosion, Sediment and
Storm Water Inspector (CESSWI)
Certificate of Completion for
Approved Training for Qualified
SWPPP Practitioner (QSP)
NASSCO Certifications
Cured-in-Place Pipe (/TCP) Inspection
Certification Program
Pipeline Assessment Certification
Program (PACP)
Manhole Assessment and
Certification Program (MACP)
from corrosion. The new reservoir is mechanically and digitally monitored by the existing pump house, equipped with ladders and accessed by a new asphalt road. The existing 2.06 million gallon above ground potable water reservoir is constructed of steel and was restored due to corrosion. The reservoir was repaired and fitted with cathodic protection and a water circulation device.
Regional Treatment Plant Mlscellaneous Improvement Project, South Orange County Water Authority (SOCWA) ($4.1M). Mr. Ruiz is currently working as the Construction Manager for this project. Responsible for project meetings regarding safety, weekly progress, schedule, RFl's, submittals, change orders, progress payments and quality assurance. Responsible for payment application review and progress payment procedure for SOCWA, properly documenting and filing all project files on Procore server, inspecting Contractor and Subcontractor's work complies with approved plans and specifications. The project consists of upgrading and renovating the Energy Building, Administration Building, Primary Gallery and Fan Room, Digester Pump Room, Headworks Building, Primary Sedimentation Basins, Secondary Sedimentation Basins, Mixed Liquor Distribution Channel, Polymer Room and roadways. Implement various electrical improvements, install VFD panels, and install and program polymer PLC system. Implement mechanical improvements to the DAF Recirculation system and upgrade the existing HVAC system.
Temple Hills Drive Pedestrian Improvements, City of Laguna Beach ($1M). Mr. Ruiz worked as the Construction Manager for the City of Laguna Beach. Project work includes demolition of existing pavement, asphalt berms, asphalt driveways, concrete driveways, concrete paver driveways, interfering portions of landscaping, relocation of miscellaneous items {mailboxes, street lights, low height walls) and the construction of a PCC rolled curb and gutter, sidewalk, AC paving, low height retaining curbs, landscape restoration, utility adjustments, full depth AC to Page1
DUDEK
replace AC removals, slurry seal and striping improvements, speed table installation, vehicle speed sign installation, striping and pavement markings in the City of Laguna Beach.
Coast Highway Intersections Improvements, City of Laguna Beach ($0. 7M). Mr. Ruiz worked as the Construction Manager for the City of Laguna Beach. Project work includes traffic signal infrastructure and hardware, signing and striping modifications along the project corridor, and Coast Highway civil design improvements including installation of ADA ramps and landings, curbs, gutters, street restoration, traffic signal loops, traffic poles, and brick pavers per City, CAL TRANS and ADA requirements and project specifications.
Thermal Headwork Station Project, Coachella Valley Water District ($24M). Mr. Ruiz inspected work including restoration of existing Wet Well, construction of a new Pump Station, Screen Building, Grit Building, and various pumps and vaults as well as monitoring proper BM P's, and backfill and compaction operations. Mr. Ruiz was responsible for daily inspection reports and documenting photos of the various activities ongoing on site. Mr. Ruiz inspected all work by the contractor and subcontractors to ensure work was completed per approved plans and specifications.
Newhall Ranch Advance Riparian Mitigation Project ($2M). Mr. Ruiz was the Project Engineer and QSP for the Newhall Ranch advance wetlands and mitigation project. Mr. Ruiz's duties included regular and ongoing maintenance of all flood, drainage, wet wells, and water quality protection structures. Perform daily engineering reports of grading cut/fill operations of 154,000 CY of earthwork, monitoring proper BMP and SWPPP implementation and documentation, coordination with contractor, project biologist and owner regarding design deficiencies and plan changes, and ensuring final planting, irrigation, and grade, were installed per plan and specification at both Mayo and Potrero sites, totaling 84.2 acres.
Wastewater Treatment Plant Upgrade, Goleta Sanitary District ($30M). Mr. Ruiz worked as a Field and Office Engineer on the City of Goleta's new wastewater treatment plant upgrade. Mr. Ruiz performed daily field surveillance of field construction operations to assure compliance with contract documents. Responsible for a daily engineer's report that documents daily observations of field operations. Assure labor wage compliance with state and federal regulations of all contractor and subcontractor workers. Responsible for response to contractor request for information, reviewing submittals, reviewing change orders for merit, preparing construction cost estimates, negotiating change order proposals, preparing change orders for the construction manager, verifying dimensions in the field, recommending solutions for construction and design deficiencies and assist the construction manager in various engineering tasks.
Water Reclamation Plant No. 4 and No. 7 Headworks Improvements Project, Coachella Valley Water District ($24M). Mr. Ruiz was the project inspector for the construction of a new Pump Station, Screen Building, Grit Building, and various pumps and vaults as well as monitoring proper BMP's, and backfill and compaction operations at the WRP 4 site in Thermal, CA. Mr. Ruiz was responsible for daily inspection reports and documenting photos of the various activities ongoing on site. Mr. Ruiz inspected all work by the contractor and subcontractors to ensure work was completed per approved plans and specifications.
Casmalia Water Tank Replacement Project ($0.5M). Mr. Ruiz worked as the Field and Office Engineer for the Casmalia Community Service District's galvanized welded steel tank replacement project. Assure that all work complies with the contract documents. Observes, for compliance, soil excavation and compaction, pipeline installation and testing, temporary tank switch-over, steel tank demolition and reconstruction, foundation reinforced ring-wall construction and procedures, grind and pave operations, the relocation and plugging of other water lines, and tie-in of existing pipelines to new pipelines. Assure compliance of all aspects of water tank construction and coating. Coordinates work with contractor, subcontractors and (CCSD) Casmalia Community Service District. Track quantities and quality of materials. Responsible for daily observation of work and Page2
(J
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
r,
\_)
0 0
0 0
C
0
"' u
0 0
0 e
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 C
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 DUDEK
documenting engineer's report, coordinating field changes, inspection of field welding, construction of appurtenances, and coordination with (CCSD) Casmalia Community Service District representatives concerning construction issues. Schedule appropriate testing for tank and pipes, including radiation testing, holiday testing, vacuum testing, sponge testing, bac-t testing, and volatile organic compounds (VOC) testing.
Garlsbad Desalination Pipeline Project ($1B }. Mr. Ruiz worked as a Field Engineer and Consultant City Inspector for the City of San Marcos. Mr. Ruiz inspected all work by the contractor within the city to ensure plan and specifications were correctly met. Responsible for ensuring quality assurance and safety was implemented during over 2,640 feet of 55" water pipeline installation throughout the city of San Marcos. Responsibilities included project restoration of ADA sidewalks and ramp ways, catch basins and curbs, property damage, dealing with resident inquiries as needed, and proper traffic control operations. Responsible for a daily engineer's report that documents daily observations of field operations.
City of Fontana, Sanitary Sewer Pump Station Replacement Project ($1M}. Mr. Ruiz was the project inspector for this project which includes demolishing and constructing three different lift stations for the city of Fontana.
Responsibilities include all inspections and assurance of work to be done per plan and specification, including the MCC room, pump room, generator and equipment pads, wet wells, AC pavement installation, sewer system, manholes, and all control diagrams pertaining to the lift station operations. Coordinate with contractor and city representatives to ensure proper work and safety procedures.
City of Compton, Alhondra Sewer Main Rehabilitation Project ($2.5M}. Mr. Ruiz provided inspection for 40,000 LF of CIPP for Compton's sewer main relining project. Mr. Ruiz's duties included quality assurance inspection of the pre and post CCTV, lining installation inspection, SWPPP implementation, manhole rehabilitation and installation, 'traffic control inspection and open trench point repairs.
City of Culver City, Sewer Main Rehabilitation Project (Phase 2} ($4M}. Mr. Ruiz provided inspections for 90,000 linear feet of cured in place pipe (CIPP) for the City-wide sewer main relining project. Mr. Ruiz's duties included quality assurance inspection of the pre and post CCTV, lining installation inspection; SWPPP and traffic control inspection and open trench point repairs.
Page3
0 0
e
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Chad Costello
Construction Manager
Chad Costello has more than 20 years of construction
experience, the past 10 of which have focused on reservoir and public works projects. He began his career working for a local pre stressing tank contractor working only on concrete reservoir construction projects and worked his way up to superintendent in a very short time. Chad has constructed tanks ranging in size from 0.5 to 40 million gallons and has performed work
throughout Southern Galifornia. He has also prepared and Education
American Concrete Institute
8-hour seminar
American Shotcrete Institute
8-hour seminar
Professional Affiliations
American Shotcrete Institute
presented multiple jobsite pre-stressing demonstrations for private and public clients and design professionals.
Mr. Costello left the construction side of pre-stressed tank construction after working on 18 pre-stressed reservoirs. He then began working as a construction manager, resident engineer and construction inspector of a wide range of reservoir, pipeline, building and public works projects for Dudek. With his unparalleled experience, working hands on with these broad types of construction, Mr. Costello is a great asset to any agency able to use his talents.
Project Experience
San Clemente Pier Structural and Plumbing Rehabilitation Project, City of San Clemente, Galifomia. Mr. Costello is currently the construction manager and inspector for a structural and plumbing rehabilitation project of the City's Ocean Pier. He provided RFI and submittal reviews, contract administration, and public relations services. He also inspected every aspect of the project, coordinating the special inspection and geotechnicaljlaboratory services.
Miscellaneous Pipelines/Storms Drain Projects, City of San Clemente, California. Mr. Costello was the construction manager and inspector for several large- and small-diameter water pipeline and storm drain projects.
He provided RFI and submittal reviews, contract administration, and public relations services on these projects.
El Portal Beach Access Stairs Project, City of San Clemente, California. Mr. Costello was the construction manager and inspector for the construction of a major beach stair access project for the City. The project involved constructing caissons, cast-in-place columns, slope stabilization and timber decking down a steep slope. He provided RFI and submittal reviews, contract administration, and public relations services. He also inspected every aspect of the project, coordinating the special inspection and geotechnicaljlaboratory services.
Ole Hanson Beach Club Rehabilitation, City of San Clemente, California. Mr. Costello was the construction manager and inspector for this historic 6,000 SF building rehabilitation project. He managed all aspects of construction and provided daily site and building inspection services. The project also included the removal and installation of a new chemical delivery control system for the two large public pool facilities as part of this project.
Conifer Tank Replacement, Trlunfo Sanitation District, Ventura, California. Mr. Costello was the construction manager and inspector on the 2.1 MG Conifer Tank Construction Project. He provided RFI and submittal reviews, Page1
DUDEK
contract administration, and public relations services. He also inspected every aspect of the project, coordinating the special inspection and geotechnicaljlaboratory services.
Recycled Water System Expansion, City of San Clemente, Galifornia. Mr. Costello was the resident engineer and inspector on 10 miles of recycled water pipelines that also includes a 200,000 gallon DN tank. He managed all aspects of construction and provided daily inspection services. He also handled all resident inquiries and coordinating the city's public relations representative. The project also involved the construction of metering and pressure reducing facilities.
Various Pre-stressed Concrete Tanks, Southern Galifornia. As a DYK employee, Mr. Costello has worked on pre stressed concrete water tank construction. He was Superintendent for the following projects:
• City of Vacaville, Vacaville, California, 5 MG Tank
• City of Fullerton, Fullerton, California, 5 MG Tank
• City of Ontario, Ontario, California, 6.0 MG Tank.
Otay Water District, Spring Valley, Galifornia. Mr. Costello was project Superintendent for two 10 MG 640-1 & 2 Reservoirs.
Yucaipa Valley Water District, Yucaipa, Galifornia. Mr. Costello was project Superintendent for a 4.0 MG concrete tank.
Rancho Galifornia Water District, Temecula, California. Mr. Costello was project Superintendent for its 3.5 MG concrete tank.
Irvine Ranch Water District, Irvine, Galifornia. Mr. Costello was project Superintendent for the 3.5 MG and 2.2 MG pre-stressed concrete tanks.
City of San Juan Gapistrano, San Juan Gapistrano, Galifornia. Mr. Costello was project Superintendent for the 6 MG pre-stressed concrete tank.
San Diego County Water Authority, San Diego, Galifornia. Mr. Costello was project Superintendent for two 7 .5 MG pre-stressed concrete tank.
Twin Oaks Reservoir, Vallecitos Water District, San Marcos, Galifornia. Mr. Costello was Superintendent for this 40 MG, circular pre-stressed concrete tank which is one of the largest pre-stressed tanks currently in operation. The project involved a large excavation of earthworks to burry the 50 ft tall, .25 mile circumference tank. Bank retention, shotcrete and pre-stressed tendons were all a part of this project.
City of Brentwood, Brentwood, Galifornia. Mr. Costello was project Superintendent for a 4.0 MG concrete tank.
City of Brentwood, Brentwood, Galifornia / Shea Homes California, Livermore, Galifornia. Mr. Costello was project Superintendent for its 4.0 MG concrete tank.
City of Mountain View, Mountain View, Galifornia. Mr. Costello was project Superintendent for an 8.0 MG concrete tank.
Page2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 C
0 0
C
C
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Q
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 ()
0 0
0 0
0 0
William Gallegos
Construction Manager
William Gallegos has over 35 years of construction experience managing and inspecting a wide variety of public works projects. Mr. Gallegos' experience also includes managing all phases of project development, including planning, design, construction, and operational start-up of the completed facilities. For the past 15 years, Mr. Gallegos has provided construction management and resident engineering services on a variety of public works projects for Dudek, including acting as Interim Public Works Director for the City of Coachella.
Project Experience
Interim Public Works Director, City of Coachella, California. Mr. Gallegos provided interim public works director services for a one-year period while the City recruited for a permanent director. His duties during the one-year term included:
• Preparation of grant and loan packages
• Assigning staff duties and work hours
• Preparing consultant RFPs along with selection
• Updating and revising City standards
• Preparing estimates
• Plan checking services
• Preparation of staff reports and presentation for City Council Projects included a variety of public works projects such as parks, road improvements, sidewalks, building renovations, landscaping enhancements, and general maintenance.
Newport Road Widening Antelope to Menifee, City of Menifee, California {$3 million). Construction Manager for this project that included removal and construction of landscaped median, sidewalk, curb and gutter.
Reconstruct existing pavement by cement treating base material, utilizing cold central plant recycling, and installing rubberized asphalt pavement.
Install new traffic signals, modify existing traffic signals, install striping Education
California Polytechnic State
University
MS Structural Engineering
California Polytechnic State
University
BS Civil Engineering
Certifications
US Army Corps of Engineers
Vicksburg Educational and
Experimental Center
BO-Hour Courses:
• Soil Design and Construction
• Quality Assurance and Quality
Control
• Levee Design and Construction
• Cost Estimating
• Concrete Design and
Construction
• Contract Specification Writing
• Channel Design and
Construction
• A and E Contracting
• Asphalt Design and
Construction
• Construction Contracting
• Contract Administration
• Vertical Construction
• Contract Law
• Claims and Modifications
• Construction Engineering
• Contract Negotiations
and loops. Install new irrigation conduits and appurtenances, relocate existing irrigation appurtenances, and restore parkway landscaping. Install and remove traffic control components which include temporary asphalt, custom signs, temporary traffic signal detection cameras, paint.
Dogwood/Interstate 8 Freeway Ramp Widening and Signalization Project, City of El Centro, California {$2 million).
Mr. Gallegos was the construction manager for the widening of four ramps, new signalization, Landscaping, and Page1
DUDEK
new road sections. This is a Caltrans project that is being administered by the City. As such, Mr. Gallegos is coordinating daily with Caltrans District 11 personnel and providing all project documentation in accordance with the Caltrans Local Assistance Procedures Manual.
Dogwood Avenue Improvements Project State Street to Interstate 8, Ctt;y of El Centro, California ($1 million). Mr.
Gallegos was construction manager on the City's upcoming Dogwood Avenue Improvement Project. Mr. Gallegos will coordinate daily with Caltrans District 11 personnel and providing all project documentation in accordance with the Caltrans Local Assistance Procedures Manual. The project is funded by the American Recovery and Reinvestment Act (ARRA) and Prop 18. The project includes removal of the existing road and replacement with new base, geofabric, geogrid, and asphalt. In addition, all curb returns will be removed and replaced to comply with ADA requireme.nts.
Rancho Santa Fe Road North Phase I, City of Carlsbad, California ($30 million). Construction manager for realignment and widening of approximately 9,000 ft. of roadway and construction of four to six lanes of asphalt pavement and raised concrete curb medians with earthwork and drainage facilities necessary to support the city's prime arterial standards. The project included waterline, sewer, and related facilities construction and relocation.
Street Rehabilitation Program Phases 1 thru 6, Ctt;y of Coachella, California ($2 million). Construction manager for this project. Project consisted of various street segments structural road section replacement, paving, curb and gutter and sidewalk throughout the City.
Van De Graff Ave and Cole Blvd, Ctt;y of Calexico, California ($1 million). Construction manager for oavement replacement, curb and gutter, raised median, electrical services, and traffic signals.
Water Pipeline Extension for Medium Securtt;y Detention Facility, County of Imperial, California. Mr. Gallegos provided construction management services during installation of over 5,000 LF of 12" C- 900 PVC waterline. The project was a joint venture between the City of El Centro and the County of Imperial to provide fire flow and additional capacity serving the County's new medium-security detention center and sheriff station. The project traversed several farm fields, subdivisions, a school, and existing roadways to "loop" the water system providing sufficient pressure and capacity to the facility. A key aspect was the constant coordination with detention facility and sheriff station personnel to allow access and temporary water service during construction.
New 18" Water Line, Goleta Water District, California. Inspector for installation of new waterlines located in Hollister Avenue and Cremona Drive. The new waterlines serve The Village at Los Carneros development and consist of new 18" PVC water pipelines along with new services, valves, and tie-ins to existing facilities. He also provided inspection services during installation of new 54" steel pipe, valves to upgrade the water system to increase capacity to the new 18" PVC waterline. Most of the project was constructed at night because the streets are heavily used during the day. Mr. Gallegos monitored all aspects of construction, including traffic control, paving, and scheduling shut-downs.
Wastewater Treatment Plant Upgrade Project, Goleta Sanitary District, California. Construction Manager for a $30 million upgrade to the District's existing treatment plant project. The project consisted of: upgrades to the existing treatment plant headworks, which include replacing the existing bar screens and grit separator and grit washer; addition of screenings washers and compactors; replacement of the headworks odor reduction tower; conversion of Solids Stabilization Basin 3 into a primary effluent equalization basin; addition of a primary effluent equalization basin pumping station; addition of a new trickling filter and associated recirculation pumping station; addition of aeration basins and aeration system including a Blower Building; addition of secondary sedimentation tanks; modifications to the existing secondary effluent pumping station and recycled water pumping system; waste activated sludge thickening; digested sludge dewatering; a Solids Handling Building; miscellaneous yard piping; electrical duct bank; electrical systems; controls and instrumentation; a Locker and Shower Building; and Page2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
e
0 0
0 0
C)
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
DUDEK
other miscellaneous improvements to upgrade and facilitate the existing treatment plant process and operation to provide full secondary treatment.
Avenue 54 Wastewater Treatment Plant Expansion, City of Coachella, California. Construction manager for a $30 million expansion of the existing treatment plant from a capacity of 2.4 mgd to a capacity of 5.4 mgd and construction of two miles of 54-inch and 45-inch main sewer lines.
Entertainment District Avenue 52 Sewage Pump Station, City of Coachella California. Construction manager for a $10 million pump station and sewer project consisting of a new 16-inch force main, a new 12-inch water line, 30- inch gravity sewer, a new pump station building, structural appurtenances, and site work, installing new pumps, motors, piping, valves, fittings and appurtenances, a new diesel engine generator, and a new electrical system.
Avenue 48 Reservoir and Booster Pump Station 5 MG, City of Coachella, California. Mr. Gallegos was construction manager for this $5 million project which consisted of a new water well and 5 MG steel tank as well as two (2) miles of 24-inch ductile iron pipe and appurtenances.
Main Reservoir Mainline Replacement, City of Coachella, California ($3 million). Construction Manager to replace two (2) miles 18-inch ductile iron pipe and appurtenances from the reservoir under Coachella main canal and 1-10 to Avenue 48 Entertainment District.
Regional Wastewater Facilities Replacement Force Mains and Gravity Sewer, Rubidoux Community Services District, California ($8 million). Construction manager for installation of two (2) miles of 24-inch HDP pipe, 1000 feet of direction boring, pump station, and appurtenances.
Wastewater Treatment Plant Improvements, City of El Centro, California ($5 million). Construction manager for this project which consisted of piping, VFD's, pump replacements, belt presses, new electrical, repairs to digesters, disinfection ultra violet, polymer, and two pump stations and piping.
Pump station Improvement East Side and Main Pump Station, City of El Centro, California ($3 million). Mr.
Gallegos served as construction manager for this project. The project consisted of replacing the wet well and site improvement for the Main Lift Station and replacement of submersible pumps, piping, controls, pump room improvements and start-up of the Eastside Lift Station.
Town Center/Portico Industrial Development, City of Calexico, California ($5 million). Mr. Gallegos was construction manager. The project included road, signals, curb and gutter, sidewalk, pump station, sewer main and laterals, main water line and services, electrical services, and phone.
Baseline Avenue Street Improvements and Double-Box Concrete Reinforced Storm Drain, City of Fontana, California. Project manager for the design and the construction management of this project. The project consisted of constructing a 12 ft. x 12 ft. double concrete-reinforced box 4 feet below grade. Reconstruction of a one lane each way major arterial to a three lane each way with curb and gutter, sidewalk, and six new traffic signals.
Special coordination and scheduling with two major developers of two strip malls and three residential housing tracts and Caltrans had to be achieved. Mr. Gallegos was responsible for all RFls, change orders, redesign of construction and design deficiencies, all material testing, quality control coordination of all surveying, inspectors, pay estimates, City Manager briefings, haul routes, traffic control, detours, public awareness, stormwater pollution plans, and emergency response agencies coordination.
Page3
0 0
9 0
0 0
0 D
D
0 0
0 0
0 0
0 0
0 0
G
0 C)
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Jim Escutia, CCM
Construction Manager
Jim Escutia has over 12 years' experience in construction management of public work infrastructure projects. He worked as construction manager and contract administrator for the City of Huntington Beach for 7 years, overseeing various types of projects, including sewer lining and lift station, roadway rehabilitation, traffic signal, park, and public building renovation projects. He now works as a construction manager, resident engineer and construction inspector on a wide range of public works and developer projects for Dudek.
Project Experience
Contract Administrator, Public Works, City of Huntington Beach, C81lfornla.
Education
BS, Construction Engineering
Management
Certifications
Certified Construction Manager
(CCM) #10871
OSHA 10-Hour Confined Space
Safety and Training Certification
Professional Affiliations
CMAA
ASCE
Mr. Escutia served as contract administrator for the City for over 7 years. He directed a variety of construction projects managing the construction budget, negotiations, project operations and ensuring the quality adherence with construction standards. Attended meetings to discuss project details with contractors, owners and other project stakeholders. Simultaneously administered multiple small to large scale projects and controlled yearly project budgets averaging 17 million. Reviewed capital improvement projects for constructability. Projects included:
■ Sewer Lift Station: The project consisted of abandoning and demolition of an existing sewer lift station, and construction and installation of a new 1,000 gpm submersible sewage lift station and force main.
The project also included installation of a new gravity sewer, storm drain, watermain and site restoration. ■ Arterial Paving: The projects included rehabilitation of existing six lane asphalt roadways with raised medians, sidewalks, landscaping; and traffic signal modifications. Several rehabilitation methods were used including Full Depth Reclamation which consisted of stabilizing the roadway with a 13-inch cement treated subgrade.
■ Residential Paving: the project consisted of slurry seal and asphalt concrete rehabilitation. This included pre-walks of the projects to verify estimated quantities, roadway mark-outs to identify asphalt removals areas and monitoring traffic control. Public outreach efforts included communicating with the residents, local businesses, area schools as well as emergency services. ■ Sewer Lining: This project involved construction oversite of the contractor installing 10,000 liner feet of 8- inch and10-inch cured-in-place sewer cleaning, pre-lining, lining and post-lining video. Point repairs and manhole rehabilitations were also undertaken as part of this project. ■ Traffic Signal Modifications: the projects consisted of modifying existing traffic signals, installing interconnect fiber and adding ADA compliant ramps. Various forms of state and federal funding reimbursements were part of the projects.
■ Access Ramp installations: Project elements consisted of constructing new sidewalks and ADA compliant ramps to enhance accessibility and safety. Responsibilities included pre-construction meetings, reviewing construction activities and other administrative tasks.
0 0
G
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Garrett White, QSP
Construction Inspector
Garrett White has over 25 years' experience in the rapidly changing construction industry, with an emphasis in the construction of water, wastewater, and storm drain facilities for public agencies. He has been involved with the construction of large-and small-diameter pipelines, treatment plants, pump stations for potable and non-potable distribution systems, and horizontal directional drilling (HDD} with an emphasis in trench less technologies. For the past 15 years, Mr. White has been responsible for providing field inspection services and construction management for various cities and water districts on capital improvement and developer projects. As a field engineer, he is responsible for project coordination, issuing field orders, verifying adherence to submitted schedules, quality control and assurance, maintaining adherence to water pollutions prevention practices, project documentation, and review of as built records.
Project Experience
V1: West Vista Way Sewer Phase 1, City of Vista, California. Mr. White provided full-time construction and storm water inspections, coordination of geotechnical inspections and adherence to the contract documents for the 18-month duration of this project. The work generally consisted of installation of 4,250 LF of deep cut sewer, micro tunnel Education
Palomar College Courses
Public Works Inspection I
Water Distribution I
Water Treatment I
Certifications
AC/ Concrete Field Testing Technician
Grade I
AC/ Concrete Repair Basics
Qualified SWPPP Practitioner (QSP)
#23394
OSHA 10-Hour Confined Space
Safety and Training Certification
NASSCO Certifications:
NASSCO certified Trainer
Cured-in-Place Pipe (/TCP) Inspection
Certification Program
Pipeline Assessment Certification
Program (PACP)
Manhole Assessment and
Certification Program (MACP)
boring, bypass pumping, and pavement restoration. The new sewer pipe ranged from 8 inches to 15 inches in diameter and was installed at an average depth of 27 feet below surface level. This project also consisted of bypassing existing sewer flows, in excess of 3.1 MGD, from several multi-family housing units, restaurants, and commercial businesses, while performing positive locate of 15 deep cut sewer laterals, and installation of over 21 new concrete manhole lined and coated and tested. All work was performed while maintaining service to all affected customers. The final portion of the project consisted of over 80,000 sq. ft of pavement restoration.
Chino Product Water Pipeline HDD Crossing of the Santa Ana River, Chino Basin Desalter Authority, Norco, Callfomla. Mr. White provided construction inspection for approximately 1,500 LF of new 30-inch diameter CML&C welded steel water pipeline installed by the open cut method and installation of butt fusion welded 36- inch DR9 HDPE pipeline and appurtenances, including 800 LF crossing beneath the Santa Ana River installed by trenchless horizontal direction drilling (HDD}. This project was completed on time and on budget during historic rainfall. One obstacle was the environmental constraints requiring the HDD work to be performed on a 7- days/week basis for 14-days to complete the project on time. 20-Inch Effluent Pipeline, Ramona Municipal Water District, Callfomla. The work for this project consisted of:
construction of approximately 20,000 LF of 20-inch diameter HDPE IPS DR-17 butt fusion welded pipe, connections to the existing yard piping for the secondary effluent clarifiers at the Santa Maria Treatment plant to Page1
DUDEK
Pond Site #1; installation of approximately 1,000 LF of 20-inch IPS DR-17 HDPE within a 30-inch diameter steel casing via trench less jack and bore method at five separate locations; installation of blow off assemblies, combination air valve assemblies, pre-cast maintenance structures and construction of a new flow meter vault at the Santa' Marie WWTP. All work was performed within an environmentally sensitive wetland habitat. Mr. White performed construction inspection and storm water inspections throughout the duration of this project, ensuring strict adherence to the contract documents, NPDES and SWPPP requirements as required in the Conditions of the General Permit (GCP) and the Environmental Impact Report. During this project, Mr. White coordinated weekly with the project biologist, the construction manager, and the District engineer to ensure all environmental mitigation measures and controls were inspected and maintained, preventing runoff or affecting the habitat.
Vista Hacienda Trunk Sewer Rehabilitation - Design Build, City of Vista, California. Mr. White served as the on-site Inspector of Record for the design build (DB) project that consisted of engineering, design services, inspection, and CIPP lining of 4,562 LF of the City of Vista's 36-inch ductile iron Hacienda Drive Trunk Sewer. Mr. White inspected and reviewed all CCTV and laser profile inspection performed on the trunk sewer, including pre construction inspection per NASSCO MACP, followed up with recommendation for rehabilitation including onsite inspections during preparation and rehabilitation of 13 manholes along the alignment. Mr. White provided on-site inspection while flow from the trunk sewer was bypassed to a parallel 27-inch VCP sewer. Mr. White then assisted the engineering team in condition assessment.
Construction Inspection Services for As Needed Contract, City of Encinitas, California. Mr. White provided Construction Inspection and management for multiple small projects for the city of Encinitas, including:
• Lone Jack Emergancy Storm Drain Repair
• Bonita Drive Sidewalk Improvements
• Annual Strom Drain Rehabilitation and Repair
• Leucadia Blvd. Flooding Issues, Sump Areas Phase II
• Eolus Ave Sewer Improvements
Rancho Santa Fe Road Rehabilitation, City San Marcos, California. Mr. White provided construction inspection services for this project. This work consisted of over 650,000 sq. ft. of cold milling and rubberized pavement resurfacing and rehabilitation along South Rancho Santa Fe Road. Work included the removal and replacement of structural pavement sections to a depth of over two (2) feet, temporary traffic control, cold milling of pavement, placement of conventional hot mix asphalt, placement of rubberized hot mix asphalt, thermoplastic striping, raised pavement marker placement, temporary video detection systems, installation of video loop detection systems and inspection of traffic control on a daily basis.
Sewer Water and Arterial Paving (SWAP) Capitol Project, City of Del Mar, California. Mr. White served as the lead inspector in charge of several Level I Inspectors for multiple projects performed at the same time. All work for the multiple projects needed to be completed prior to the yearly opening of the World Famous Del Mar Fair. Total project cost of $5 million.
• Street and Sidewalk Improvement Project: consisted of roadway improvements with over 4,750 LF of curb & gutter, 24,000 sq. ft. of PCC sidewalk, 250,000 sq. ft. of Type II slurry seal, 20 pedestrian ramps, 140,000 sq. ft. of grinding and asphalt overlay, Full depth roadway reconstruction and construction of multiple retaining walls, signing and striping and grading, retaining walls along Via De La Valle, Camino Del Mar, and along Highway 101 in the City of Del Mar. Included installation of the rapid flashing beacons for pedestrian crossings.
• Sewer Force Main Project: consisted of installation, pre-acceptance and post-acceptance testing of over one (1) mile of 10-inch diameter DR18 PVC sewer force main, temporary sewer bypassing of the existing Page2
0 0
()
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0
0 0
0 0
8 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
DUDEK
pump station and installation of the sewer force main on Via De La Valle Blvd., Camino Del Mar and Coast Hwy 101, including two (2) bridge crossings over NCTD ROW and environmentally sensitive Dog Beach in the City of Del Mar by the cured-in-place pipe method installed within new ductile iron pipe. • Recycled Water Main Retrofit Project: consisted of installation, pre-acceptance and post-acceptance testing of over one (1) mile of 8-inch diameter, and five (5) 6-inch diameter lateral lines into the City of Encinitas, construction of fill stations, and an additional 2,000 LF of recycled water main extension.
Coast Highway Pump Station Rehabilitation, City of Encinitas, California .. The project included installation of 1,200 LF of two 4-inch DR 11 HOPE carrier pipes within a single 14-inch DR 11 HOPE casing pipe using horizontal directional drilling construction methods. Work was performed within the environmentally sensitive San Elijo Lagoon Conservancy and within the NCTD ROW. The project also included slip lining of the existing wet well, rehabilitation of electrical systems, and removal of the existing force main on the Coast Highway 101 Bridge. Mr.
White served as the onsite QSP for this project. Construction value: $1.3 million Annual Sewer Rehabilitation Program Phase 1 & Phase 2, City of San Juan Gapistrano, Galifornia. Mr. White served as the Construction Inspector for Phase 1 and as the Construction Manager on Phase 2 for the City of San Juan Capistrano for this project that consisted of installation of 8,000 LF of small diameter GIPP and over 5,000 LF of large diameter (21-inch) GIPP. As the construction manager, Mr. White prepared and issued change orders and field orders for modifications to the contract documents. Mr. White also served as the QSP for this project.
Recycled Water Expansion Projects 18201C & D, City of San Clemente, Galifornia. Mr. White was the inspector on these projects for the City of San Clemente. The City expanded its recycled water system by constructing multiple projects in three concurrent phases - Water Reclamation Plant Expansion and Pump Station (Project1), Cordillera and Recycled Water Reservoirs and Pipeline Schedule Ill & IV (Project 2), and Pipeline Schedule I & II (Project 3).
The treatment and effluent pumping system are being expanded, almost 10 miles of recycled water transmission mains (6-inch to 20-inch PVC and ductile iron) are being constructed, and an existing reservoir converted and new small reservoir constructed.
Home Plant Lift Station and Force Main Replacement, City of Garlsbad, Galifornia. Mr. White provided inspection services for this project. The purpose of the Home Plant Lift Station (HPLS) and Force Main (FM) Replacement project is to reduce several operation and maintenance issues with the existing system. The existing HPLS is an 800 GPM weVdry well type lift station with 3 VFD controlled 20 HP pumps (2 duty & 1 standby). The station is fed by an 18-inch influent sewer and pumps into a 10-inch force main which ultimately outlets into the Vista/Carlsbad interceptor sewer.
The new HLPS will consist of a submersible lift station with a PVC lined wet well, bubbler level control, odor control bed, new emergency generator, emergency storage structure, influent sewer piping and manholes, flow meter and valve/camlock vaults, new controls and electrical panel located in the control building, new site fencing, new and restored landscaping, recycled irrigation, asphalt paving and 1,900 LF of 8-inch HOPE force main.
Terramar Lift Station and Force Main Replacement, City of Garlsbad, Galifornia. Mr. White served as inspector on this project for the City of Carlsbad. The project involved replacing the existing lift station with pre-cast 6' diameter wet well with two submersible pumps and new valve vault. The project was constructed in the road and behind the sidewalk of major thoroughfare through the City. Two of the 4" submersible pumps were controlled by an ultrasonic level control system. The project included the installation of a new 400 LF 6" PVC force main and a mobile emergency generator. The existing lift station was taken out of service and continuously bypassed for approximately 3 months until the new lift station and force main were put in service. The project also included the GIPP lining of approximately 200 LF of 8" gravity sewer line. Dudek provided construction management, inspection (including the instrumentation and electrical components), and start up services to successfully complete this project on time and on budget.
Page3
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 e
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
John Griffin, QSP, CPII
Construction Inspector
Education
Galifornia State University,
Fullerton
Supervisor Development
Certificate
Certifications
APWA Certified Public
Infrastructure Inspector (CPI/)
John Griffin has over 35 years of experience providing project management, construction management, and inspection services in the public works sector. He worked with the City of Huntington Beach for most of that time, spending 22 years in the Engineering Division, and 13 years with the Maintenance Division. His job duties with the city included contract administration, project management, inspection, and quality assurance of project plans and specifications for a wide variety of public works infrastructure projects. Projects have included sewer, water, lift stations, well sites, bridges, storm drains, grading, slope repairs, structures, utilities, and transportation. Mr. Griffin has extensive knowledge working with Federal, State, and local funding sources and adhering to strict guidelines. He has a proven track record of effectively working with the public, agency staff, consultants, developers, contractors, and utility agencies.
Qualified Storm Water Practitioner
(QSP)
IMSA Work Zone Safety
Professional Affiliations
APWA, AWWA, CMMA
Mr. Griffin joined Dudek in 2019 after retiring from the City of Huntington Beach and currently provides construction inspection services on a variety of public works projects for various agencies throughout Southern California.
Project Experience
With Dudek
Marine Safety Building Seismic Retrofit, City of San Clemente, California {$1.3 Million). Mr. Griffin provided on-site Owner's representative services during retrofitting of an existing building for the City that consisted of the following work:
• New sheet pile bulkhead • Roof framing repairs
• Concrete cutoff walls • Wood deck/guard rail repairs
• Armor mat slope protection • Building siding repairs
• Concrete piles • Parking lot improvements
• Concrete beam repairs • Interior room renovations
Annual Slurry Seal Projects, City of Laguna Beach, California {$1 Million). Mr. Griffin provided on-site inspection services for two of the City's annual slurry seal contracts (2020 and 2021). Each year the City slurries approximately 200,000 SF of streets within the City as part of its annual program. Mr. Griffin worked with the contractor and residents daily to coordinate road closures and access to residents. The City received no complaints during either contract.
Page1
DUDEK
Previous Experience
Contract Administrator, City of Huntington Beach, California. Mr. Griffin served for six years as Contract Administrator for a variety of public works capital improvement projects and maintenance service contracts.
Duties include writing City, State and Federal funded contracts; monitoring of construction projects for adherence to Federal and State labor laws; reading and interpreting blueprints, plans and specifications, and manuals; writing detailed reports; and maintaining accurate records. Tasks also included maintaining a well articulated system for monitoring the progress of projects and programs as well as troubleshooting, analyzing and resolving problems associated with construction contracts.
Senior Public Works Construction Inspector, City of Huntington Beach, California. Mr. Griffin served as senior inspector for the City for over 12 years performing advanced journey-level inspection and contract administration of various types of municipal infrastructures, including the construction and rehabilitation of streets, water facilities, sewers, lift and pump stations, traffic signals, street lighting, beach facilities, parks, landscaping, irrigation systems, median construction, alleys, buildings and bridges. Responsible for the training and oversight of lower level inspection staff. Assured all Federal, State and Local policies, laws and regulations were met as well as all OSHA standards and safety practices were followed.
Public Works Construction Inspector, City of Huntington Beach, California. After serving 15 years in the Maintenance Division for the City, Mr. Griffin moved to the Engineering Division where he was tasked with performing inspections under the guidance and supervision of Senior Level Inspectors and Project Managers.
Projects included asphalt paving, curbs, gutters, sidewalks, sewer mains and laterals, water facilities, hydrants, pump stations, and storm drains in the public right-of-way. Duties included traffic control, field contract administration, maintaining detailed records of all contract activities, bid item quantities, time and materials and work progress on a daily basis, reviewing soil reports for compliance with compaction of grading and trench backfill requirements, ensuring quality control and testing coordination for compliance with City and outside agency requirements, and reviewing "as built" records and drawings.
Page2
u
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
C
C
C
0 0
G
0 0
0 ()
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Bradley Voorhees
Construction Inspector
Bradley Voorhees has over 32 years of experience in construction supervision and inspection of municipal projects specializing in water, wastewater and recycled water projects. Mr. Voorhees served in a supervising capacity for the City of Poway for over 30 years overseeing planning, construction and inspection of various water and sewer projects. Duties included development review, plan check, safety compliance, inspection, and training and supervision of over 20 employees.
Project Experience
With Dudek
Education
Palomar College San Marcos
Water Technology Education Program
Certifications
OHS Water Distribution Grade 4
CWEA Wastewater Collection Grade 4
OHS Water Treatment Grade 2
ATSSA Traffic Control Supervisor
As-Needed Inspector, City of Del Mar, Cslifomia. Since 2016, Mr. Voorhees has provided inspection services for a variety of CIP projects for the City. As the inspector, Mr. Voorhees was responsible for the day-to-day quality assurance inspection of the work, inspecting traffic control and public outreach. To date, projects have included:
• 29th Street Access Sidewalk Repairs
• 2016/2017 Paving Projects
• Jimmy Durante Bridge Water Line Replacement
• Jimmy Durante Blvd. Roundabout Project-
• Camino Del Mar Multi-use Pathways Project
• Jimmy Durante Bluff Failure
• 2018 Storm Drain, Sewer and Paving Project
North Shore Community Park, Desert Recreation District, Indio, Cslifornia. Mr. Voorhees served as inspector for this $3.5 million park that includes the following park elements: mass grading, soccer fields, basketball court, skate park, restroom building (by Romtec), water feature, walking paths, exercise equipment mounds, irrigation, planting, landscape, Musco lighting, and road improvements.
Annual Sewer Rehabilitation Project, City of San Juan Cspistrano, Csllfomla. Mr. Voorhees provided inspection services for the rehabilitation of approximately 9,000 LF of small diameter sanitary sewer at various locations throughout Historic San Juan Gapistrano, including relining of 5,000 LF of 21" large diameter trunk sewer, located within the Orange County Flood Control Districts environmentally sensitive Trabuco Creek channel, by means of Cured in Place Pipe (CIPP). Large diameter bypassing was maintained during all phases of construction while performing work on the trunk sewer. The Dudek Inspection team performed all inspections per NASSCO PACP and ITCP requirements.
The scope of work also included rehabilitation of large diameter 36" -48" storm drain pipe by utilizing Cured in Place Pipe (CIPP) trenchless method of rehabilitation. The project also included rehabilitation of 15 manholes with spray on calcium aluminate and pressure grouting of the manholes to eliminate infiltration and inflow into the manhole.
Pagel
DUDEK
As-Needed Inspector Sewer and Water Projects, Ramona Municipal Water District, Cslifornia. Since 2017, Mr.
Voorhees has provided inspection services for a variety of CIP and developer projects for the Ramona Municipal Water District. As the inspector, Mr. Voorhees was responsible for the day-to-day quality assurance inspection of the work, inspecting traffic control and public outreach. To date, projects have included:
• Rangeland Road Waterline
• Santa Maria Sewer and Water Replacement
• Mussey Grade Valve Replacement
• Tombi/1 Waterline Replacement
Previous Experience
Water Collection Supervisor, City of Poway, Cslifornia. Mr. Voorhees served as water collection supervisor for the City overseeing operations and maintenance of wastewater collection and recycled water systems. Facilities in included 170 miles of sewer collection system, 11,000 laterals, 5 lift stations, 12 miles of force main, and 10 miles of recycled water systems. Evaluated and inspected the work in progress of crews involved in installation of new and repair of existing sewer mains, laterals and manholes. Oversaw CCTV inspection and Hydro flushing of existing sewer system. Responded and resolved citizen inquires or complaints. Developed certified traffic control plans Oversaw pavement maintenance program for City facilities. Performed future development review and plan checks. Developed and inspected capital improvement projects. Maintained budgets, oversaw OHSA compliance and developed specifications for new equipment.
Supervisor Utility Operations, City of Poway, Poway, Cslifornia. Mr. Voorhees oversaw operations and maintenance of water, wastewater and recycled water systems. Facilities included 210 miles of water system, 14,000 laterals, 4,000 fire hydrants, 170 miles of sewer collection system, 11,000 laterals, 5 lift stations, 12 miles of force main, and 10 miles of recycled water systems. Evaluated and inspected the work in progress of crews involved in installation of new and repairs of existing water, sewer and recycled water systems. Responded and resolved customer inquiries or complaints. Develop certified traffic control plans. Oversaw backflow prevention program.
Developed and inspected pavement maintenance program for City facilities. Performed future development review and plan checks. Developed and inspected capital improvement projects. Maintained budgets and oversaw OHSA compliance.
Water/Wastewater Utility Supervisor, City of Poway, Cslifornia. Operations and Maintenance of water and wastewater systems. Evaluated and trained 6-8 employees on procedure and safety. Installed new water lines, sewer lines and laterals. Provided new construction inspections.
Page2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
C
C
0 0
Q
0 D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
()
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Al Olea
Construction Inspector
Al Olea has more than 21 years' experience as a construction project manager, inspector, and supervisor for residential, commercial, and public works projects. He has completed inspection of a variety of public works projects, including roadways, pipelines, pump stations, treatment plant projects, and administration buildings. His construction background includes scheduling and supervising up to 150 employees, cost estimating, preparing construction proposals, obtaining building permits, and managing construction sites.
Project Experience
Education
California State Polytechnic
University, Pomona
BA Business Management
Certifications
Hazmat Certified CFR-49
ICBO-Certified Building Inspector
As-Needed Inspection Services, City of Huntington Beach, Cslifomia. Mr. Olea is currently providing inspection services on a variety of utility projects for the City. As utility companies pull encroachment permits, Mr. Olea inspects the work in City right-of-way for compliance with permit requirements. Inspection includes traffic control, safety, backfill, compaction, and return of ROW to existing conditions.
Dogwood/Interstate 8 Freeway Ramp Widening and Slgnallzatlon Project, City of El Centro, Cslifomia. Mr. Olea is currently providing roadway inspection services on the City's Dogwood Road expansion project that includes widening of four ramps, grading, curb, gutter, sidewalk, new signalization, landscaping, and new road sections.
This is a Csltrans project that is being administered by the City. As such, Mr. Olea is coordinating daily with Caltrans District 11 personnel and providing all project documentation in accordance with the Caltrans Local Assistance Procedures Manual. This project is expected to be completed in September 2010 Valencia Library Remodel City of Fontana, Cslifornia. Mr. Olea performed full-time quality control and quality assurance inspection for this 20,000-square-foot remodel. Responsibilities included the coordination of third party material testing and inspections for both asbestos removal and mold mitigation. The building's interior was completely demolished and the interior was rebuilt for the City of Fontana's Community Service Group.
Mr. Olea coordinated on a daily basis with the general contractor to schedule the work and monitor numerous subcontractors. He coordinated changes and modified issues in the field with the architect to keep the project on track and within budget. The original building was built in the 1960s and presented many challenges and unforeseen conditions that required numerous field changes.
Street Rehabilitation Phases 1 and 2, City of Coachella. Mr. Olea provided inspection services for pavement rehabilitation and reconstruction at multiple locations throughout the City. Rehabilitation methods included overlay, heater remix, and removal and replacement of existing curb and gutter, sidewalks, cross gutters, and driveways. Mr. Olea was also responsible for coordinating the work with the public during driveway and street closures, as well as monitoring all contractors' traffic control.
Senior Community Center, City of Fontana, Cslifomia. Mr. Olea performed full-time quality control and quality assurance inspection for this 43,000-square-foot facility starting with the on-site grading, over-excavation and re- Page1
DUDEK
compaction of the building pad, through to completion of the project. Quality assurance oversight and coordination also included upgrading and tie-in to the City water and sewer systems. Responsibilities included the coordination of third-party material testing and inspections, as well as daily coordination with the general contractor and numerous subcontractors. He also coordinated numerous RFls and submittals, as well as tracked change orders and processed monthly payment requests. In addition, Mr. Olea provided daily field reports and kept a daily photo journal.
Administration Building and laboratory, City of Coachella, Galifornia. Mr. Olea provided daily field inspection of the city's administration and laboratory building located at the city's treatment plant. The 10,000-square-foot building was made out of masonry block, concrete, and structural steel. Responsibilities included inspection of all construction including water, sewer, storm drain and electrical underground installations. A portion of the building contained an intricate testing laboratory with a series of shelves, counters, sinks, cabinets, and special flooring to resist chemical spills. The remainder of the building contained offices and a laboratory for the plant's books and documents.
Wastewater Treatment Expansion, City of Coachella, Galifornia. As lead inspector for the City's $24 million expansion project, Mr. Olea inspected all structural concrete and steel elements for the various structures, the installation of underground piping, and the mechanical and electrical components. Structures inspected by Mr.
Olea included the administration building, headworks/influent lift station, oxidation ditches, clarifiers, and a chlorine contact basin. He worked closely with the contractor's superintendent, coordinating every aspect of this project. Several critical tie-ins required coordination with the operators of the plant to ensure minimal disruption of sewer service to the public. Mr. Olea was responsible for documenting all field aspects of construction, including daily reports and the manpower, equipment, and materials used on the project.' City of Coachella Pump Station and Pipeline Project, Coachella, Galifornia. As an Inspector for the pump station and pipeline project, Mr. Olea's duties included inspecting all structural, electrical, mechanical, pipelines and plumbing, as well as installation of base, asphalt, and petromat overlay and landscape installation. He was the lead inspector for this $8 million project, which was taken over by the contractor's bonding company because the contractor defaulted on the original contract. Mr. Olea was instrumental in evaluating the value of work remaining after the default, as well as putting together the work program to complete thework for the take-over contractor.
He also inspected the installation of the large-diameter pipelines connecting the pump station to the city's backbone system, as well as monitoring the start-up of the 10 mgd pump station.
Previous Experience
Prior to working as an inspector for Dudek, Mr. Olea worked for APEX Construction, where he was responsible for oversight and management of all Target, Black Angus, and Chevron retrofit projects throughout the United States.
His responsibilities included supervising and scheduling work forces, obtaining all building permits, and close-out procedures for the projects.
Mr. Olea has also worked as a laborer on several roadway, utility underground, asphalt and concrete paving and structural concrete projects, providing him with hands-on experience on a variety of types of construction.
Page2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
G
0 0
D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
John Przybyszewski
Construction Inspector
John Przybyszewski has over 37 years' experience in construction management, park, and golf course construction, and country club management, including capital improvements and remodels, project management and quality control, maintenance and irrigation programs, grading, plan review, documentation and contract administration, bid evaluation, regulatory compliance, budget design and administration, owner/designer liaison.
Project Experience
As-Needed Inspection Services, City of Huntington Beach, California. Mr.
Przybyszewski is currently providing inspection support on a variety of CIP projects for the City. Projects completed include: Trinidad Pump Station, Well #5, Sewer Slip Lining, Angler/Palisade Tree Partition, and Zone 8 Residential Overlay.
Warner Ave. Sewer Pump Station, Gravity and Forcemain Pipeline Education
University Of Massachusetts
AA Turfgrass Management
Certifications
South Coast Air Quality Management
District Fugitive Dust Control
Certificate
Professional Affiliations
Southern California Turfgrass
Council
Pesticide Applicators' Professional
Association
Golf Course Superintendents'
Association of America
Golf Course Superintendents'
Association of Southern California
(former Director)
Project, City of Huntington Beach, Callfomla (Construction Value: $11 million}. Mr. Przybyszewski is currently providing construction management and daily inspection during installation of two new sewer pump stations and over a mile of gravity and forcemain PVC sewer pipelines for the City of Huntington Beach. The project is being construction in the City's public streets and right-of-way, including sections in Pacific Coast Highway (PCH). John coordinates daily with Caltrans for traffic control requirements on PCH, and with the surrounding residents.
Project details are as follows:
• 16" PVC gravity - 2,000 Ln. Ft.
• 12" PVC forcemain - 1,000 Ln. Ft
• New Lift Station C - 1,200 GPM with dry well, wet well, and valve vault • Demolition of four (4) existing lift stations
Recycled Water System Expansion, City of San Clemente, California (Construction Value: $10 million}. Mr.
Przybyszewski provided construction management services that included the observation and daily inspection for the installation of the San Clemente Recycled Water System Expansion Project, consisting of the installation of:
• 30,040 Ln. Ft. Class 200 PVC AWWA C900 pipelines of various diameters 6', 8", 12" • 5,965 Ln. Ft. Class 350 D.I. pipeline of various diameters 6", 16", 20" • 2,030 Ln. Ft. Fusible 16" PVC C905 Slip lining in host 20" pipe installing services • 75 - 2" Water Services
• Cathodic Protection System
• Pressure Reducing Station
Page1
DUDEK
Big League Dreams Sports Complex, City of West Covina, California. As Project Manager, Mr. Przybyszewski performed as owner's representative, interfacing with site improvement contractors during construction of 6 replica baseball fields, which included Angel Stadium, Dodger Stadium, Fenway Park, Tiger Stadium, Wrigley Stadium, and Yankee Stadium. The $34 million project also included construction of 23,000 square feet covered special use pavilion, two children's playgrounds, nine station batting cage, two sports theme full service restaurants, 3,000 sq. ft. maintenance building, and installation of the irrigation system and site landscape material.
Rustic Canyon Golf Course Moorpark, California. As project manager, managed construction of 18-hole championship Gil Hanse Design golf course, with $8.1 million budget and 60 personnel, including bid review, supervision of plans, building sites, grading, roads, paving, utilities, documentation and permits. Served as liaison with owner, course and landscape architects, engineering firm, and irrigation designer. Negotiated contracts with qualified contractors. Reviewed all construction drawings, specifications, costs and provide design recommendations for course, clubhouse, cart storage and maintenance buildings. Supervised quality control and regulatory compliance, marketing and advertising.
The Crossings at Carlsbad, Carlsbad, California. As resident engineer, performed as owner's representative, interfacing with golf course and site improvement contractors during construction of a 18-hole Championship Greg Nash design golf course with $30 million budget for the City.
Western Golf Properties, Scottsdale, Arizona. As construction manager, performed as owner's representative, interfacing with golf course contractor during construction of 18-hole Tom Fazio course with $14 million budget at Shady Canyon in Irvine, CA, two 18-hole courses at Rancho La Sierra in Riverside, CA, and an 18-hole Pete Dye Design course with $8.6 million construction budget at Ocean Trails in Rancho Palos Verdes, CA, involving accelerating construction schedule in preparation for a celebrity golf tournament.
Domani Golf Management, Inc., La Quinta, California. Mr. Przybyszewski established Domani Golf Management, Inc. and is presently subcontracting golf course construction management services to Heinbuch Golf, LLC.
Mission Viejo Country Club, Mission Viejo, California. In his role as Project Manager, performed as owner's representative, interfacing with golf course and site improvement contractors during the restoration construction of the Robert Trent Jones Sr. designed Mission Viejo Country Club. The $6 million restoration project consisted of teeing area, all greenside and fairway sand bunker restoration, installation of complete golf course irrigation system as well as relocation and construction of the 1 ac. irrigation lake with new pump station equipment and building, and installation of 32,000 Ln. Ft. of fairway drainage and 8,800 Ln. Ft. of deep slope groundwater drainage.
Silver Rock Resort, La Quinta. As project manager, performed as owner's representative, interfacing with golf course and site improvement contractors during construction of 18-hole championship Arnold Palmer golf course and 10,000 sq.ft. golf course maintenance building. Managed site improvements for temporary clubhouse and Greg Nash 9-hole addition.
Palm Desert Country Club, Palm Desert, California. As Vice PresidenVGeneral Manager, managed $3 million annual budget and supervision of 30 personnel of country club with Billy Bell-designed golf course, including restoration and rejuvenation of course, and interior/exterior remodeling of clubhouse. Also aided Superintendent by performing troubleshooting on agronomic problems and designing maintenance programs for course and golf carts.
Page2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
C
0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Neil Sheldon Boren
Construction Inspector
Neil Boren has over 28 years of experience in the geotechnical industry.
Mr. Boren has been involved in complex earthwork projects, including various pipeline projects, the construction of buttress fills to support landfills, the installation of geotextiles for subgrade stabilization, the placement of rock fills and site dewatering. His background includes the evaluation of large-scale excavations for reservoirs and water treatment Certifications
Certified Nuclear Gauge Operator
Radiation Safety Officer
AC/ Concrete Field Testing
Technician, Grade 1
facilities. In addition to earthwork procedures, Mr. Boren has performed inspections for foundation construction and pavement installation. As a senior soil and concrete technician, he has provided supervision and training for field and laboratory staff.
Project Experience
Mr. Boren has provided services for various municipal projects throughout Southern California, including:
• Vista Verde Reservoir Replacement, Phase II, City of Escondido • Vista Water Treatment Plant Chemical Storage Facility, City of Escondido • FY 2015 Major Plant Rehabilitation, Encina Wastewater Facility • Borden Road Bridge, City of San Marcos
• Improvements to Poinsettia Ave. & La Mirada Dr., City of San Marcos • Sunset Park, City of San Marcos
• Mission Sports Park, City of San Marcos
• Walnut Grove Pedestrian Bridge, City of San Marcos
• Southwest Sewer Replacement Project, City of Escondido • FY 2017 Street Repair and Maintenance Program, City of San Marcos • Reed Reservoir, City of Escondido
• Barham Drive Improvements, City of San Marcos
• Tulip Street Improvements, City of Escondido
• Alexander Waterline, Phase II, City of San Marcos
• Lift Station No. 2, Rainbow Municipal Water District
Page1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Tom Ramirez
Construction Inspector
Mr. Ramirez has over 35 years of experience in construction providing construction management and field inspection services on public works and private development projects. Experience includes water, sewer, storm drain, and pipeline construction; wastewater treatment plants; roadway construction; bridge retrofits; and new construction, repairs and remodels of public buildings and residential developments. Experience includes preconstruction, constructability and plan reviews; survey staking; SWPPP; and traffic control, including:
Construction management and field inspection
• State and local highways: drainage and structural section, general infrastructure improvements and bridge seismic retrofit.
• Public Works: street structural sections, signals, sewer, storm drains, waterlines. Facility improvements pump stations, waste water treatment plants, onsite surface and subsurface improvements. Traffic control and SWPPP monitoring. Preconstruction, constructability and plan reviews.
Project Experience
Rall road Canyon Water Reclamation Facility Yard Piping Modifications Project, Elsinore Valley Municipal Water District, California. Mr. Ramirez served as project manager/lead inspector for the District on this project that included the remodel of two (2) aeration basins with HOPE Baffle curtains, concrete support structures, and submersible mixer pumps. Yard piping included 2,750 LF of 12" RW pipe C-900 pipe with appurtenances, 150 LF 14" DR piping, HOPE liner and concrete stairs for two (2) RW holding ponds, 3 outlet structures, 1,440 LF of 4" W3 wash down piping with wharf hydrants, wire perimeter fence with gates around the RW ponds, and control room upgrades. Approx. $3 mil.
Police Station Rehabilitation Project, City of Hemet, Callfomia. Mr. Ramirez served as project manager/lead inspector for this project. The project included: demolition, asbestos and lead remediation, office space, restroom and jail facilities reconstruction/remodel, epoxy/stain floors and walls, framing, drywall, tile, Armortex bullet proof walls, concrete walks and stairs. Approx. $3 mil.
Central City Park, City of Fontana, Callfomia. Mr. Ramirez was project manager/lead Inspector for this new park project. The new park includes three (3) lighted soccer/football fields with artificial turf, concession and restroom building, storage building, 20,000 SF underground stormwater chamber system, playground, A Horseshoe Club, a community garden, picnic area, and two (2) parking lots. Approx. $9.3 mil.
Assistant Resident Engineer for Bridge Retrofit Projects, District #8 Caltrans. Bridge retrofit projects in San Bernardino County. Included: infill walls, abutment extensions, cable restrainers, column casings, traffic control , and surface improvements.
• City Creek, two bridges
• Cajon pass 1-15/215 interchange, five bridges
• Lytle Creek, one bridge
• Hwy 18, viaduct retrofit
• Hwy 38, two bridges
Page1
DUDEK
• Hwy 138r railroad over crossing
Lead Inspector, City of San Marcos, California. Mr. Ramirez was lead inspector on various City CIP projects including: street widening, signals, storm drains, utilities and surface improvements. The Creekside Marketplace project included grading and parking lot improvements, utilities, storm drains, curbs, sidewalks, planters, 25' 8TH palm trees, asphalt and striping. Approx. $6.5 Mil
Lead Inspector, Valley Sanitary District, Indio, California. Mr. Ramirez served as lead inspector for several project for the District, including:
• Shadow Hills Service Area Phase 1- included: 1,400LF Horizontal Directional Drill of 54" HOPE carrier pipe of 4 HOPE service pipes, 36" RCP, 21" RCP, 60" MH's, 16" HDPE reclaim water, 2-HDPE manholes, surface repairs of Curb and gutter, asphalt concrete, sidewalk and ribbon gutter. Approx. $6.2 Mil • Permit "as needed" inspection for development improvements. • Shadow Hills Service Area Phase Two and Three - included: 36" PVC, 27" PVC, Precast Manholes, surface repairs of curb and gutter, asphalt concrete, sidewalk and street reconstruction. Approx. $6.0 mil • Avenue 48 Sewer Reconstruction and Water Line Reconstruction - This work was in partnership with the City of Indio which included: street reconstruction and widening, 18" PVC sewer, 27" sewer, manholes and laterals, 18" DIP water line connections and appurtenances. Approx. $5.5 mil. • Pavement reconstruction project, Monroe Street. Avenue 49 to Interstate 10 and Monroe Street Interceptor Sewer- Responsibilities included: Installation of 24" C905-DR25 PVC (60 LF), 18" C905- DR25 PVC (2014 LF), 18" SDR35 PVC (2734 LF), 8" SDR35 PVC (440 LF), laterals, manhole tie-ins, manhole frame and covers, surface restoration. Approx. $6.8 mil.
Street Rehabilitation Programs, Phases 2 and 3, City of Coachella, California. Mr. Ramirez was lead inspector. The project included: removal and replacement of damaged curb and gutter, sidewalk, driveways, cross gutters, spandrels and street grinding, replacement of asphalt concrete with AR4000 base course and AHRM Surface course. Approx. $6 mil.
Lead Inspector, Coachella Sanitary District, California. Mr. Ramirez served as lead inspector for several project for the District, including:
• Entertainment District Ave 52 Sewage Pump Station - included: 16" sewage force main, 12" DIP water line, 36" gravity sewer, manholes and sewage pump station. Approx. $5.72 mil. • Entertainment District, Ave 54 Waste Water Treatment Plant Expansion Project - Improvements included:
headwork's and influent pump station, oxidation ditches, chlorine contact basins for oxidation ditches, . clarifiers, sludge drying beds, bio solids stockpile area, raw affluent sewage and waste affluent sewage (RAS/WAS), ductile iron and PVC pipelines and pump room, generator building, electrical building, administration building, landscaping, parking lot and misc. surface improvements. Approx. Cost. $20 mil.
Pavement Reconstruction Project, La Paz Drive, Tamarisk Road Realignment and Paving, and AFG Plant Storm Drain Improvements, City of Victorville, California. Mr. Ramirez was lead inspector for this project that included removal and replacement of a 14' x 23' elliptical RCP storm drain, full street section reconstruction, 2x5x60 box culvert, vertical realignment and paving of existing street, striping, and parkway grading. Approx. $1.7 mil.
Lead Inspector, City of Poway, California. Mr. Ramirez provided as-needed inspection services to the City's Development Services Dept. Projects included: New development and residential, grading, blasting, rock retaining walls, utilities, water, street structural section, storm drain facilities, water retention systems, parking lots, SWPPP monitoring, directional boring for AT&T conduits in residential streets, traffic control monitoring, and installation of monitoring wells.
Page2
(J
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
William Reeves
Construction Inspector
William Reeves has more than 26 years' experience in the construction industry inspecting a wide variety of public works projects. Prior to being an inspector, Mr. Reeves owned and operated a steel fabrication business for 19 years, and has been a certified welding inspector for 15 years. He is responsible for observation and inspection of water pipeline facilities including structural steel and welding for conformance with the approved design drawings, specifications to applicable welding codes and standards, AWS D1.1, D1.3, D1.4, D1.5, API, ASME, FEMA, DSA, AWWA, and OSHPD. Mr. Reeves is also experienced in quality control inspection for conformance to applicable codes, safety management, scheduling, purchasing, documentation, reporting, and site supervision of construction personnel for a variety of water projects.
Project Experience
Inspector, Goleta Water District. Mr. Reeves was the lead inspector for a 20" steel water line for the District. He inspected all pipe installation, including all appurtenances, VACs, thrust blocks, excavation, trenching, ti&:ins, valves, and concrete vaults.
Education
NASSAU Community College, New
York Drafting & Technical Drawing
S.U.N. Y. at Morrisville, New York
B.S. Biology
Riverside Community College,
Welding Inspection Technology
Certifications
AWS Certified Welding Inspector:
AWS CW/
Certified ICC Structural Welding
Certified ICC Structural Steel and
Bolting
Certified ICC Fireproofing
City of San Diego Steel and
Welding
OSHA Certified Safety Technician -
OSHA 30 hour Training, MSHA &
First-Aid/CPR
Inspector, Ramona Municipal Water District. Mr. Reeves is currently the inspector for a 16" steel water line and all appurtenances, including welding, air VACs, blow-offs, thrust blocks, valves, and concrete blocks.
Special Inspector, AWS CWI, Structural Steel and Welding. Various in-plant and on-site QA/QC inspection.
Responsible for the observation and inspection of structural steel welding and bolting for conformance with the approved design drawings, specifications to applicable welding codes and standards, AWS D1.1, D1.3, D1.4, D1.5, API, ASME, FEMA, DSA, AWWA, OSHPD. Furnish inspection reports to the Building Official, Contractor, Engineer and Architect of record. Piping, bridges, dams, hospitals, schools, public works.
Quality Control Manager, ARB Inc. Responsible for the observation, inspection, examination and reporting of structural steel erection and welding per AWS D1.1 and pipe welding per ASME 831.3. Structural design, welding procedures, welder qualification testing. Furnish inspection and quality reports.
Special Inspector, AWS CWI, Structural Steel and Welding, Fireproofing. Various in-plant and on-site QA/QC inspection. Responsible for the observation and inspection of structural steel and welding/bolting for conformance with the approved design drawings, specifications to applicable welding codes and standards, AWS D1.1, D1.3, D1.4, D1.5, API, ASME, FEMA, DSA, AWWA, OSHPD. Furnish inspection reports to the Building Official, Contractor, Engineer and Architect of record.
Inland Empire Energy Center, Romoland, califomia. Quality Control Manager/Inspector, Safety Technician responsible for the observation, inspection, and reporting of structural steel erection and welding per AWS D1.1, Page1
DUDEK
AWS D1.3. Inspection of welding structural aluminum and welding of aluminum electrical buss ducts and supports per AWS D1.2. Structural design, write welding procedures, welder qualification testing. Furnish inspection and safety reports.
Agate Inc, Phoenix Arizona. Project Superintendent, oversee the erection and construction of Pre-Engineered Metal Buildings at Panoche Energy Center, Fresno, CA. Duties: Quality Control Inspection for conformance to applicable codes, Safety Manager, scheduling, purchasing, documentation, reporting, supervise site construction personal.
Various In-Plant and Site QA/QC Inspection. Special Inspector, AWS CWI, Structural Steel and Welding.
Responsible for the observation and inspection of structural steel and welding work, piping, bridges, dams, hospitals, schools, public works. Inspected for conformance with the approved design drawings, specifications and applicable welding and building codes, AWS D1.1, D1.2, D1.3, D1.4, D1.5, API, AWWA, ASME, DSA, OSHPD.
Furnish inspection reports to the Building Official, Contractor, Engineer and Architect of Record.
AB Iron Design. Owner and operator of steel fabricating and welding business. Duties: estimating, design, sales, accounting, fabricating, welding, erection, safety, quality control. Misc iron and structural steel.
In-Plant and Field Inspection Projects Mr. Reeves has worked on:
• UCLA Medical Center, Santa Monica, CA
• HUGHES Corporation., El Segundo, CA
• Los Angeles Southwest College, LA, CA
• Riverside County Hospital, Moreno Valley, CA
• El Monte Adult Education Building, El Monte CA
• Los Angeles Unified School District, LA, CA
• Parkview Community Hospital, Riverside, CA
• Fallbrook Hospital, Fallbrook, CA
• San Francisco Civic Center Complex, SF, CA
• Sutter Medical Center, Castro Valley, CA
• CAL TRANS-Arroyo Seco Bridge, Pasadena, CA
• St. John's Hospital, Santa Monica, CA
• Physicians Hospital, Murrieta, CA
• CALTRANS 15 Freeway San Diego Expansion, SD, CA
Page2
l)
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 2. CIT
Y and DISTRICT desires to utilize the services of CONSULTANT to provide
CONSULTANT AGREEMENT
THIS AGREEMENT is made this 24 day of May 2022, by the CITY OF GARDEN GROVE, a municipal corporation, ("CITY") and the GARDEN GROVE SANITARY DISTRICT BOARD, a California special district ("DISTRICT"), and JIG Consultants, a California Corporation ("CONSULTANT").
RECITALS
The following recitals are a substantive part of this Agreement:
1. This Agreement is entered into pursuant to the City and Board authorization dated May 24, 2022.
On-Call Construction Management and Inspection Services for Various Water and Sewer Improvement Projects
3. CONSULTANT is qualified by virtue of experience, training, education and expertise to accomplish services.
AGREEMENT
THE PARTIES MUTUALLY AGREE AS FOLLOWS:
1. Term of Agreement: This Agreement shall cover services rendered from date of this Agreement until the services are completed, compensation reaches the not to exceed amount, or sooner terminated per Section 3.5
2. Services to be Provided: The services to be performed by CONSULTANT shall consist of the services as further specified in CONSULTANT'S proposal attached hereto as Exhibit A and incorporated herein by reference. CONSULTANT agrees that is provision of Services under this agreement shall be within accepted accordance with customary and usual practices in CONSULTANT'S profession. By executing this Agreement, CONSULTANT warrants that it has carefully considered how the work should be performed and fully understands the facilities, difficulties, and restrictions attending performance of the work under this agreement.
3. Compensation. CONSULTANT shall be compensated as follows:
3.1 Amount. Compensation under this Agreement shall be per fee schedule included in the Proposal.
3.2 Not to Exceed. Compensation under this Agreement shall not exceed $500,000.
c)
3.3 Payment. For work under this Agreement, payment shall be made per monthly invoice. For extra work not a part of this Agreement, a written authorization by CITY/DISTRICT will be required.
3.4 Records of Expenses. CONSULTANT shall keep complete and accurate records of payroll costs, travel and incidental expenses. These records will be made available at reasonable times to CITY/DISTRICT.
3.5 Termination. DISTRICT and CONSULTANT shall each have the right to terminate this Agreement, without cause, by giving thirty-(30) days written notice of termination to the other party. If CITY/DISTRICT terminates the project, then the provisions of paragraph 3 shall apply to that portion of the work completed.
4. Insurance Requirements
4.1 Commencement of Work CONSULTANT shall not commence work under this Agreement until all certificates and endorsements have been received and approved by the CITY/DISTRICT. All insurance required by this Agreement shall require the carrier or agent to notify the CITY /DISTRICT of any material change, cancellation, or termination at least thirty (30) days in advance.
4.2 Workers Compensation Insurance For the duration of this Agreement, CONSULTANT and all subcontractors shall maintain Workers Compensation Insurance in the amount and type required by law, if applicable. The insurer shall waive its rights of subrogation against the CITY/DISTRICT, its officers, officials, agents, employees, and volunteers.
4.3 Insurance Amounts CONSULTANT shall maintain the following insurance for the duration of this Agreement:
a) Commercial general liability in the amount of $1,000,000 per occurrence; (claims made and modified occurrence policies are not acceptable); Insurance companies must be admitted and licensed in California and have a Best's Guide Rating of A-, Class VII or better, as approved by the CITY /DISTRICT;
b) Automobile liability in the amount of $1,000,000 per occurrence; (claims made and modified occurrence policies are not
acceptable) Insurance companies must be admitted and licensed in California and have a Best's Guide Rating of A-, Class VII or better, as approved by the CITY/DISTRICT.
Professional liability in the amount of $1,000,000 per occurrence; Insurance companies must be acceptable to CITY /DISTRICT and have an AM Best's Guide Rating of A-, Class VII or better, as approved by the CITY/DISTRICT. If the policy is written on a 2
"claims made" basis, the policy shall be continued in full force and effect at all times during the term of the agreement, and for a period of three (3) years from the date of the completion of services provided. In the event of termination, cancellation, or material change in the policy, professional/consultant shall obtain continuing insurance coverage for the prior acts or omissions of professional/consultant during the course of performing services under the term of the agreement. The coverage shall be
evidenced by either a new policy evidencing no gap in coverage, or by obtaining separate extended "tail" coverage with the present or new carrier.
An Additional Insured Endorsement, ongoing and completed operations, for the policy under section 4.3 (a) shall designate CITY/DISTRICT, its officers, officials, employees, agents, and volunteers as additional insureds for liability arising out of work or operations performed by or on behalf of the CONSULTANT. CONSULTANT shall provide to CITY /DISTRICT proof of insurance and endorsement forms that conform to CITY /DISTRICT's requirements, as approved by the CITY/DISTRICT.
An Additional Insured Endorsement for the policy under section 4.3 (b) shall designate CITY/DISTRICT, its officers, officials, employees, agents, and volunteers as additional insureds for automobiles owned, lease, hired, or borrowed by CONSULTANT. CONSULTANT shall provide to CITY/DISTRICT proof of insurance and endorsement forms that conform to CITY/DISTRICT's requirements, as approved by the CITY/DISTRICT.
For any claims related to this Agreement, CONSULTANT's insurance coverage shall be primary insurance as respects to CITY/DISTRICT, its officers, officials, employees, agents, and volunteers. Any insurance or self-insurance maintained by the CITY/DISTRICT, its officers, officials, employees, agents, or volunteers shall be excess of the CONSULTANT's insurance and shall not contribute with it.
If CONSULTANT maintains higher insurance limits than the minimums shown above, CONSULTANT shall provide coverage for the higher insurance limits otherwise maintained by the CONSULTANT.
5. Non-Liability of Officials and Employees of the DISTRICT. No official or employee of DISTRICT shall be personally liable to CONSULTANT in the event of any default or breach by CITY/DISTRICT, or for any amount, which may become due to CONSULTANT.
6. Non-Discrimination. CONSULTANT covenants there shall be no discrimination against any person or group due to race, color, creed, religion, sex, marital status, age, handicap, national origin or ancestry, in any activity pursuant to this Agreement.
3
7. Independent Contractor. It is understood and agreed that CONSULTANT, including CONSULTANT's employees, shall act and be independent contractor(s) and not agent(s) or employee(s) of CITY/DISTRICT, and that no relationship of employer-employee exists between the parties. CONSULTANT's assigned personnel shall not obtain or be entitled to any rights or benefits that accrue to, or are payable to, CITY/DISTRICT employees, and CONSULTANT shall so inform each employee organization and each employee who is hired or retained under this Agreement. CITY/DISTRICT is not required to make any deductions or withholdings from the compensation payable to CONSULTANT under the provisions of this Agreement, and is not required to issue W-2 Forms for income and employment tax purposes for any of CONSULTANT's assigned personnel. CONSULTANT hereby expressly assumes all responsibility and liability for the payment of wages and benefits to its assigned personnel, and all related reporting and withholding obligations. CONSULTANT hereby agrees to indemnify and hold CITY/DISTRICT harmless from any and all claims or liabilities that DISTRICT may incur arising from any contention by any third party, including, but not limited to, any employee of CONSULTANT or any federal or state agency or other entity, that an employer-employee relationship exists by reason of this Agreement, including, without limitation, claims that CITY/DISTRICT is responsible for retirement or other benefits allegedly accruing to CONSULTANT's assigned personnel.
8. Compliance With Law. CONSULTANT shall comply with all applicable laws, ordinances, codes and regulations of the federal, state and local government.
CONSULTANT shall comply with, and shall be responsible for causing all contractors and subcontractors performing any of the work pursuant to this Agreement, if any, to comply with, all applicable federal and state labor standards, including, to the extent applicable, the prevailing wage requirements promulgated by the Director of Industrial Relations of the State of California Department of Labor. The CITY/DISTRICT makes no warranty or representation concerning whether any of the work performed pursuant to this Agreement constitutes public works subject to the prevailing wage requirements.
9. Disclosure of Documents. All documents or other information developed or received by CONSULTANT are confidential and shall not be disclosed without authorization by CITY/DISTRICT, unless disclosure is required by law.
10. Ownership of Work Product. All documents or other information developed or received by CONSULTANT shall be the property of CITY/DISTRICT.
CONSULTANT shall provide DISTRICT with copies of these items upon demand or upon termination of this Agreement.
11. Conflict of Interest and Reporting. CONSULTANT shall at all times avoid conflict of interest or appearance of conflict of interest in performance of this Agreement.
12. Notices. All notices shall be personally delivered or mailed to the below listed addresses, or to such other addresses as may be designated by written notice.
These addresses shall be used for delivery of service of process. 4
(a) Address of CONSULTANT is as follows:
JIG Consultants
Joseph Gutierrez
318 West Katella Avenue, Suite A
Orange, CA 92867
(b) Address of DISTRICT is as follows (with a copy to):
Engineering:
Garden Grove Sanitary Dist.
P.O. Box 3070
Garden Grove, CA 92840
General Counsel
Garden Grove Sanitary District
P.O. Box 3070
Garden Grove, CA 92840
(c) Address of CilY is as follows (with a copy to):
Water Services
City of Garden Grove
P.O. Box 3070
Garden Grove, CA 92840
City Attorney
City of Garden Grove
P.O. Box 3070
Garden Grove, CA 92840
13. CONSULTANT'S Proposal. This Agreement shall include CONSULTANT'S proposal, Exhibit "A" hereto, which shall be incorporated herein. In the event of any inconsistency between the terms of the proposal and this Agreement, this Agreement shall govern.
14. Licenses. Permits and Fees. At its sole expense, CONSULTANT shall obtain a Garden Grove Business License, all permits and licenses as may be required by this Agreement.
15. Familiarity With Work. By executing this Agreement, CONSULTANT warrants that: (1) it has investigated the work to be performed; (2) it has investigated the site of the work and is aware of all conditions there; and (3) it understands the facilities, difficulties and restrictions of the work under this Agreement. Should CONSULTANT discover any latent or unknown conditions materially differing from those inherent in the work or as represented by CilY/DISTRICT, it shall immediately inform CilY/DISTRICT of this and shall not proceed, except at CONSULTANT's risk, until written instructions are received from CilY/DISTRICT.
16. Time of Essence. Time is of the essence in the performance of this Agreement.
17. Limitations Upon Subcontracting and Assignment. The experience, knowledge, capability and reputation of CONSULTANT, its principals and employees were a substantial inducement for CilY/DISTRICT to enter into this Agreement. CONSULTANT shall not contract with any other entity to perform the services required without written approval of the CilY/DISTRICT. This 5
Agreement may not be assigned voluntarily or by operation of law, without the prior written approval of CITY/DISTRICT. If CONSULTANT is permitted to subcontract any part of this Agreement, CONSULTANT shall be responsible to CITY /DISTRICT for the acts and omissions of its subcontractor as it is for persons directly employed. Nothing contained in this Agreement shall create any contractual relationship between any subcontractor and CITY/DISTRICT.
All persons engaged in the work will be considered employees of CONSULTANT.
CITY/DISTRICT will deal directly with and will make all payments to CONSULTANT.
18. Authority to Execute. The persons executing this Agreement on behalf of the parties warrant that they are duly authorized to execute this Agreement and that by executing this Agreement, the parties are formally bound.
19. Indemnification. To the fullest extent permitted by law, CONSULTANT agrees to protect, defend, and hold harmless CITY/DISTRICT and its elective or appointive boards, officers, agents, and employees from any and all claims, liabilities, expenses, or damages of any nature, including attorneys' fees, for injury or death of any person, or damages of any nature, including interference with use of property, arising out of, or in any way connected with the negligence, recklessness and/or intentional wrongful conduct of CONSULTANT, CONSULTANT'S agents, officers, employees, subcontractors, or independent contractors hired by CONSULTANT in the performance of the Agreement. The only exception to CONSULTANT'S responsibility to protect, defend, and hold harmless CITY /DISTRICT, is due to the negligence, recklessness and/or wrongful conduct of CITY/DISTRICT, or any of its elective or appointive boards, officers, agents, or employees.
This hold harmless agreement shall apply to all liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by CONSULTANT.
20. Modification. This Agreement constitutes the entire agreement between the parties and supersedes any previous agreements, oral or written. This Agreement may be modified only by subsequent mutual written agreement executed by CITY/DISTRICT and CONSULTANT.
21. Waiver. All waivers of the provisions of this Agreement must be in writing by the appropriate authorities of the CITY/DISTRICT and CONSULTANT.
22. California Law. This Agreement shall be construed in accordance with the laws of the State of California. Any action commenced about this Agreement shall be filed in the central branch of the Orange County Superior Court.
23. Interpretation. This Agreement shall be interpreted as though prepared by both parties
6 M
ay 17
President
24. Preservation of Agreement. Should any provision of this Agreement be found invalid or unenforceable, the decision shall affect only the provision interpreted, and all remaining provisions shall remain enforceable. [SIGNATURES ON FOLLOWING PAGE]
IN WITNESS THEREOF, these parties hereto have caused this Agreement to be executed as of the date set forth opposite the respective signatures.
Dated: , 2022
ATTEST
Secretary
Dated: , 2022 --------
APPROVED AS TO FORM:
General Counsel
Dated: , 2022 --------
7 "CITY /DISTRICT"
CITY OF GARDEN GROVE
GARDEN GROVE SANITARY DIST.
By:
City Manager/General Manager
"CONSULTANTH
JIG Consultants
\
By:
Title: ---'I'----/'-----",::~------
Dated: , 2022 --------
If CONSULTANT/CONTRACTOR is a
corporation, a Corporate Resolution
and/or Corporate Seal is required. If
a partnership, Statement of
Partnership must be submitted to
CITY /DISTRICT
EXHIBIT A
:)
D
0 D
~
0 D
0 0
D
D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
I)
!MA------------CONSULTANTS
April 14, 2022
Jessica Polidori
Associate Engineer
City of Garden Grove
13802 Newhope Street
Garden Grove, CA 92843
Subject: Proposal for On-Call Construction Management and Inspection Services For Various Water and Sewer Improvements Projects
Dear Jessica:
On behalf of JIG Consultants (JIG), we are pleased to submit our proposal for On-Call Construction Management and Inspection Services for Various Water and Sewer Improvements Projects. JIG appreciates the opportunity to further strengthen our working relationship with the City of Garden Grove (City). We are committed to dedicating experienced staff to serve as an extension of the City's inspection staff in order to achieve success on your projects. Our in-house project team holds more than 150 years of combined experience in construction management and inspection services.
JIG is committed to providing competent, reliable, and knowledgeable construction managers and inspectors to support the City. Included in this proposal is JIG's approach presenting our understanding of your project needs.
► Summary of Construction Management and Inspection Duties - The approach includes a listing of typical construction management and inspection tasks, description of each duty, benefits to the City, and required deliverables.
► In-House Staff Flexibility and Availability-JIG will make a construction manager and/or inspector available at any given time. Back-up staff will be available in the event of emergencies and/or when a second inspector is required. For short term assignment, part-time construction managers and inspectors will be available to the City.
The proposal includes a listing of our team's availability as of the date of this proposal. The information provided is based on our current workload.
► Previous City CM and Inspection Experience - Our team recently completed three construction management and inspection services assignments, all of which were performed by the same project team members listed on this proposal. These projects vary in complexity and are listed on this proposal complete with the Contractor's name and contract amount. The three projects are also described in further detail in Section 2 of the proposal.
JIG invites the City to review our qualifications and related experience. JIG takes no exceptions to the terms of the Consultant Agreement included in the Request for Proposal. This proposal is valid up to 90 days from the date shown above.
Should you have any questions concerning our proposal, please do not hesitate to contact us.
Respectfully Submitted,
J ,PE,PMP
Principal-in-Charge / Construction Manager
Enc.
318 West Katella Ave, Suite A
Orange, CA 92887
Office (714) 978.4407
Fax (714) 908.4654
www.Jigconsultants.com
:)
C)
::)
:)
c}
C)
:)
::)
:)
D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 r'l
TABLE OF CONTENTS
Cover Letter
Section 1 -Scope of Services
► Project Understanding
► Scope of Services
► Construction Management Approach
Section 2 -Statement of Qualifications
► Relevant Project Experience
Section 3 -Project T earn
► Project Organization Chart
► Project T earn
► Resumes
Section 4- Statement of Availability
Section 5 - Rate Schedule
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
D
D
D
D
9 0
0 0
D
D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 r-,
: Sec-fion 1 - Scope of Services
! ~~~= ~=~-~-=- ==· ~---~ -=~ ~ - ~--~~ ~0==~ -~---==,ac-=c-~ "% ""-~-•--~ =- = = ~= ~=S< ""=
PROJECT UNDERSTANDING
In an effort to supplement City of Garden Grove (City) inspectors, this proposal is to provide construction management and inspection services on an on-call basis for various water and wastewater capital improvements projects, rehabilitation and replacement projects, and customer development projects.
The City anticipates a steady stream of construction projects in the upcoming years. JIG Consultants (JIG) is prepared to supplement and function as an extension to City staff on an as-needed basis. It is our understanding the schedule for construction will dictate the workload. As such, the workload will vary over time with periods of no inspection and others where two inspectors may be necessary. JIG will remain flexible to cover the changing workload requirements and will make every effort to minimize impacts to the capital improvement project budgets. Projects anticipated under this endeavor are sewer main improvements, water main improvements, water facility improvements, and development projects.
The following projects are scheduled in the short term and could potentially require supplementary construction management and inspection support:
► Sewer System Rehabilitation Phase I - Sewer Main Replacement Project (160 working days) Replacement of approximately 5,100 feet of 6-inch VCP sewer with 8-inch VCP sewer Miscellaneous spot repairs
► Sewer Improvements Project-Lampson Avenue and Lamplighter (100 working days) Construction of approximately 1,400 feet of 10-inch VCP sewer main ► Water Improvements Project for Partridge/ West Project (45 working days) Construction of approximately 1,600 feet of 12-inch PVC waterline Construction of approximately 600 feet of 8-inch PVC waterline Abandonment of approximately 2,000 feet of 6/8-inch asbestos cement waterline ► Water Improvement Project for Orangewood Avenue and Dale Street (100 working days) Construction of approximately 1,600 feet of 12-inch PVC waterline Construction of approximately 6,000 feet of 8-inch PVC waterline
SCOPE OF SERVICES
JIG Consultants' (JIG) goal is to provide value-added services that yield innovative yet practical solutions to promote cost-effective and timely delivery, while protecting and enhancing the value of your infrastructure. The Principal-in-Charge, Joseph Gutierrez, will coordinate with in-house and City staff to ensure technical viability, monitor schedules/budgets, and assure the entire project team integrates seamlessly to deliver the best possible product. Our staff has the proven ability to partner with municipal clients to assess priorities in order to keep your project on schedule and under budget.
CONSTRUCTION MANAGEMENT APPROACH
JIG's involvement during construction will provide the City with the vehicle to ensure the requirements of the contract documents are met. Further, our involvement will partner City staff with experts in dealing with Contractors and administering the project in an organized and efficient manner.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
u
D
D
D
0 D
D
D
D
D
D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
()
The following table itemizes construction management and inspection tasks of a typical project. The tables provide a detailed description of each task with benefits listed as well as deliverables. ...•..
CITY OF GARDEN GROVE
. .ON-CALL CONSTRUCTION MANAGEMENT AND INSPECTION SERVICES :: ··rASKITEM. DESCRIPTION.. BENEFtrs· • • : DELIVERABLE Pre-Construction Attend pre-construction meeting to Introduction to project team Meeting Agenda and Meeting discuss project specifics. members and discuss Minutes construction communication and
execution
Shop Drawings / Log, track, and review submittal Allows timely approval of all Submittals and Submittals comments received from Design submittals needed to maintain the Approval Log Engineer for conformance to contract schedule
documents.
Prepare list of expected submittals and Itemizes all required submittals List of Submittals compare to Contractor's list. and communicates expectations to Contractor
Review vendor and lab reports, Correlates reports with the - certifications, and material test intentions and requirements of the inspections Contract Documents
Verify Contractor has submitted Adheres to DIR requirements for Certified Payroll certified payroll to DIR website. prevailinQ waQes Documents Consultations and Review Design Engineer Responses to Clarifies intent of construction RFI Responses and Meetings RFl's and Include in Project Log. plans / Documents directives Log which may result in potential
chanaes to Scope of Work
Attend project update meetings to Promotes effective Meeting Agenda and discuss the schedule, change orders, communications among all Minutes new issues, submittal status, requests stakeholders, with an official for information (RFI), safety, record
deficiencies, etc.
Schedules Review Contractor's 3-week look Ensures adherence to schedule - ahead schedule and construction and planned completion date schedule
Change Orders Review CO's proposed by the Ensures that only necessary CO's Change Orders and a Contractor. Recommend needed CO's are issued, eliminating CCO Log unnecessary costs; ensures CO's
are written to comply with the
applicable contract administration
requirements
Prepare independent cost opinions of Verifies Contractor's CO requests - costs for chanQes. are accurate for costs.
Document Force Account Work Provides a basis and record for T&M Tickets T&Mwork.
Document disputed work. Tracks Contractor's time and Disputed Work Time materials for disputed work for and Material Summary
neaotiations.
Review all time extension requests Verifies Contractor's CO requests - from the Contractor are accurate for time extensions.
Construction Observe, document, and determine the Ensures the requirements of the - Inspection acceptability of the construction work. contract documents are being met.
Prepare Daily Inspection Reports Documents site and weather Daily Inspection Report conditions, measures taken by the
Contractor, labor, equipment and
materials used, quantity of work
performed, and major
incidents/safety violations.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
u
0 0
0 0
0 0
0 D
0 0
0 0
0 0
0 0
0 0
0 0
Q
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 ()
Photograph work for conditions, Provides a visual record and Photo Log disputed work, and extra work. description of work for use on potential conflicts, and progress
payments.
Report unsafe working conditions. Maintain conformance to OSHA - reQulations.
Coordinate, observe, and document all Ensures all testing per the - required testing. contract documents are
comoleted
After completion of the work, prepare a Confirms work compliance Punch List work completion punch list to identify
items that need attention prior to final
acceptance.
Prepare Bi-Weekly Statement of Provides a summary of completed Bi-Weekly Statement of WorkinQ Davs work. Workina Davs
Materials Testing Coordinate, observe, and document Ensures soils and testing per Testing Completion (City Consultant) material testing for concrete, backfill contract documents are Documents and and pavement. completed Checklist
Construction Establish survey control points. Confirms layout of proposed work - Surveying (City Coordinate with Contractor and City for in reference to project benchmark Consultant) stakinQ of orooosed imorovements.
Pay Requests Assist in review of Contractor's Ensures Contractor is paid only Certified payment payment requests, verify completed for completed, accepted work requests quantities.
Project Close-Out After verifying the work is acceptable, Confirms work completion Close-Out Documents Inspector will submit to City a written according to the Contract and Flash Drive recommendation of final acceptance Documents
As-Builts Review Contractor's redline drawings, Confirms that Contractor is "As-Built" redline plans incorporate into the final "As-Built" updating his as-built set (Hard Copy and Digital) redline plans. throughout construction.
In-House Staff Flexibility and Availability
TIG will have the project team ready to serve the City following the general approach listed below. ► TIG will make one of the construction managers and/or inspectors available on any given day.
Upon receiving a task order request, the Construction Manager will immediately meet with City staff to discuss the project specifics, level of involvement, and duration. The Construction Manager and Inspector will be ready to mobilize and start the work as early as the following week.
► Once a construction manager and inspector are assigned to a project, they will be committed throughout the project duration and will not be replaced without City approval. ► In the unlikely event that a Construction Manager or Inspector is not available, TIG will assign a replacement to cover on a temporary basis until the assigned Construction Manager or Inspector is available full time. Further, the Principal-in-Charge can also serve as the temporary construction manager and inspector as he has the background and knowledge to serve under these capacities.
► For short term assignments, we will assign part-time construction management and inspection staff. These individuals are just as qualified as those presented but operate under a part-time employment contract with TIG. In essence, when there is no work, these individuals either look for work elsewhere or remain retired.
As of the date of this proposal, our current staff availability is presented in Section 4.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
u
0 0
0 0
0 0
D
D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
n
Previous City of Garden Grove CM and Inspection Experience TIG recently completed three construction management and inspection services assignments for the City of Garden Grove, all of which were performed by the same project team members listed on this proposal. ► West Haven Reservoir Rehabilitation Project
City Project Manager: Rebecca Li, PE
TIG Contract Amount: $238,600
Contractor: Pacific Hydrotech Corporation
Project Construction Contract: $4,464,635
► Magnolia Reservoir and Booster Pump Station Rehabilitation Project City Project Manager: Rebecca Li, PE
TIG Contract Amount: $352,900
Contractor: Pacific Hydrotech Corporation
Project Construction Contract: $3,204,880
► Orangewood Sewer Replacement Project
City Project Managers: Myung Chun, PE
IlG Contract Amount: $83,000
Contractor: Mladen Buntich Construction Company
Project Construction Contract: $708,835
See Section 2 for additional information on the above City projects.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
u
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
Sec·fit>M 2 - 5-f a-femen-f t>{ Qualifica-fit>MS
==~====~=~=-----~,,~=-,,•-=-=-""'=- =v==--=~=,s ==~==""~=== = ==="""' - ,. = ="'
RELEVANT PROJECT EXPERIENCE
Provided on the following pages are JIG qualifications for services similar to those required for this project. Each project description includes a client reference whom we encourage the City to contact.
West Haven Reservoirs Rehabilitation
City of Garden Grove
CLIENT REFERENCE
City of Garden Grove
Rebecca Li, PE
Assistant City Engineer
13802 Newhope Street
Garden Grove, CA 92840
(714) 741-5562
TEAM INVOLVEMENT
Joseph Gutierrez, PE
Construction Manager
Omar Abutaleb, PE
Construction Inspector
COMPLETION YEAR
2019
CONSTRUCTION COST
$4.4M
CONTRACTOR
Pacific Hydrotech Corporation
The West Haven Reservoirs Rehabilitation Project was for various repair work on two buried pre-stressed concrete 10 million-gallon reservoirs located at West Haven Park. The repair work consisted of crack repair, spall repair, joint repair, construction of seismic curb, roof waterproofing, rust spot repair, and the addition
of a fall protection system
for the reservoirs. Site
improvements included
replacing two 16-inch
butterfly valves, flap gates,
installation of electrical
conduits for future
intrusion alarms, removal
and replacement of PCC
and AC concrete pavement
within the West Haven
Pump Station site,
construction of a steel
picket perimeter fence on
the west and north sides of
the park, curb cut and driveway approach
improvements, construction of concrete pads for
park benches, furnishing and installation of park
benches, and restoration of turf and irrigation
facilities disturbed during construction.
The project was constructed in two phases. The first phase included all work associated with the West Haven East Reservoir. The second phase included all work associated with the West Haven West Reservoir. With two interconnected reservoirs, there was a special emphasis on isolation, draining, and cleaning of one reservoir while keeping the second reservoir in operation.
JIG provided construction management and full-time inspection services for the West Haven Reservoirs Rehabilitation Project. JIG assigned a professional engineer to be the project inspector.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
u
~
::>
D
D
D
D
0 D
0 0
0 D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 e
0 0
0 0
0 0
0 0
()
Magnolia Reservoir and Booster Pump Station Rehabilitation City of Garden Grove
CLIENT REFERENCE
City of Garden Grove
Rebecca Li, PE
Assistant City Engineer
13802 Newhope Street
Garden Grove, CA 92840
(714) 741-5562
TEAM INVOLVEMENT
Joseph Gutierrez, PE
Construction Manager
Jeff Wilson
Construction Inspector
COMPLETION YEAR
2022
CONSTRUCTION COST
$ 3.2M
CONTRACTOR
Pacific Hydrotech Corporation
The Magnolia Reservoir and Booster Pump Station Rehabilitation Project was for various repair work on one buried pre-stressed concrete 5-million gallon reservoir and booster pump station, located at Magnolia Park. The reservoir rehabilitation work
consisted of :
► crack repair,
► spall repair,
► joint repair,
► rust spot repair,
► column crack repair,
► construction of seismic curb,
► cleaning of grease debris on
reservoir walls,
► air vent and access hatch
repairs
► roof slab waterproofing, and
► removal and reconstruction
of roof slab/wall joint
sealant.
The booster pump station rehabilitation work included:
► removal and replacement of natural gas engine
complete with lubrication, gas line, cooling, radiator, and exhaust assemblies, ► removal and replacement of vertical turbine pump with right angle gear drive ► reconstruction of pump discharge assembly
► upgrades to building roof, HV AC, and doors
► upgrades to Murphy Control Panel, and
► slab concrete repairs.
Miscellaneous site improvements consisted of:
► resurfacing and renewing tennis court accessories,
► upgrades to reservoir sump pump and drainage
vault,
► upgrades to drainage vault including flap gate,
► upgrades to site lighting and conduits,
► construction of additional slab around booster
station,
► construction of additional sidewalks, fences,
bollards, gates, and
► extension of existing asphalt concrete parking lot.
JIG provided construction management and full-time inspection services for a project duration of six months.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
u
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 e
0 0
0 0
0 0
0 0
()
Large Potable Water Valves Replacement Redondo Avenue and Kilroy Airport Way, Phase 1
Long Beach Water Department
CLIENT REFERENCE
Long Beach Water Department
Carolina Avendano
Engineering Associate
1800 East Wardlow Road
Long Beach, CA 90807
(562) 570-2334
TEAM INVOLVEMENT
Joseph Gutierrez, PE
Construction Manager
Omar Abutaleb, PE
Construction Inspector
Donald Romine
Construction Inspector
COMPLETION YEAR
2020
CONSTRUCTION COST
$1,534,000
CONTRACTOR
Teichert Utilities Group
nG provided construction
management and inspection
services for the removal of
four large gate valves at the
intersection of Redondo
A venue and Kilroy Airport
Way. The project replaced
one 42-inch gate valve, one
30-inch gate valve, and one
24-inch gate valve (with
butterfly valves of the same
size) in the public right-of
way. The project also
replaced one 42-inch
butterfly valve with an
electric actuator inside the
Long Beach Groundwater
Treatment Plant. This project
was high-profile and a critical
improvement to Long Beach
Water Department's potable
water treatment and
distribution system. These large valves are key
components of the Groundwater Treatment Plant main discharge to the Alamitos storage reservoirs.
Construction was carefully coordinated not only with public works but also with the Groundwater Treatment Plant operators.
The project required full-time inspection for a 6-month period, development of Groundwater Treatment Plant shut-down to isolate the large valves, and 214 continuous hours of inspection to minimize downtime of the plant.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
u
D
9 0
D
0 D
D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
e
0 0
0 0
0 0
0 0
()
Large Potable Water Valve Replacement - Bellflower and Stearns Long Beach Water Department
CLIENT REFERENCE
Long Beach Water Dept.
Carolina Avendano
Engineering Associate
1800 East Wardlow Road
Long Beach, CA 90807
(562) 570-2334
TEAM INVOLVEMENT
Joseph Gutierrez, PE
Resident Engineer
Donald Romine
Construction Inspector
COMPLETION YEAR
2018
CONSTRUCTION COST
$333,600
CONTRACTOR
JIG provided construction
management and full-time inspection
for the Large Potable Water Valve
Replacement at the intersection of
Bellflower Boulevard and Stearns
Street. The project included removal
of an existing 30-inch gate valve with
bypass valve and replacement with a
30-inch butterfly valve, construction
of cement mortar lined and coated
steel pipe and butt-straps, construction
of one chlorination assembly,
installation of one blow-off assembly,
and associated piping, fittings, and
accessories. To isolate the existing
gate valve, two temporary line stops
were installed on the existing 30-inch
sec pipe.
Doreck Construction Other project components included
installation and maintenance of a temporary bypass to the MVP Restaurant, a complicated 8-phase traffic control and mitigation plan, trenching, excavation, backfill, compaction, chlorination, dechlorination, hydrostatic testing, bacteriological testing, pavement restoration, and site cleanup.
The intersection of Bellflower Boulevard and Stearns Street was a difficult area for construction with heavy traffic volumes. The area was comprised of high-volume retail businesses and is one block north of California State University Long Beach. The Resident Engineer spearheaded all communications between the Contractor, City staff, and the community. The Resident Engineer was available 24/7 to the public.
Dryden Street Water Main Replacement
Elsinore Valley Municipal Water District
JIG performed construction management and inspection services for the Dryden Street Water Main Replacement Project, which included construction of 800 lineal feet of 8-inch PVC waterline on Dryden Street in the City of Lake Elsinore, connections to the existing system in two locations, construction of fire hydrants, and pavement restoration.
The project construction plans were prepared using GIS
information without a topographic survey. JIG's involvement included establishing controls, confirming the horizontal and vertical alignment of the pipeline, and construction staking. JIG worked with the Contractor for field adjustments on site and to resolve issues experienced during hydrostatic testing of the pipeline.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
J
:)
;;)
D
J
D
D
D
D
D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
e
0 0
0 0
0 0
0 0
(j
Orangewood Avenue Sewer Improvement Project
Garden Grove Sanitary District
CLIENT REFERENCE
Garden Grove Sanitation
District
Rebecca Li, PE
Senior Civil Engineer
13802 Newhope Street
Garden Grove, CA 92840
(714) 741-5562
TEAM INVOLVEMENT
Joseph Gutierrez, PE
Construction Manager
Donald Romine
Construction Inspector
Juan Torres
Construction Inspector
COMPLETION YEAR
2019
CONSTRUCTION COST
$708,000
CONTRACTOR
Mladen Buntich Construction
At the request of a high-volume
customer located at 7351
Orangewood A venue (House
Foods), Garden Grove Sanitary
District (District) upsized
approximately 850 feet of existing
10-inch VCP sewer to a 15-inch
VCP sewer, on Orangewood
A venue to the Western A venue
intersection, where it discharged
into an existing Orange County
Sanitation District (OCSD)
manhole. The OCSD manhole is
located on the southeasterly
quadrant of the
Orangewood/W estern A venue
intersection.
The Orangewood A venue Sewer
Improvements consisted of the
following:
► Installation of 10-inch and 15-
inch extra strength VCP sewer
pipe
► Abandonment of approximately
760 feet of existing VCP sewer
► Removal and disposal of approximately 60 feet of existing VCP sewer ► Removal of three existing manholes
► Construction of one 48-inch diameter lined manhole and four 60-inch diameter lined manholes
► Connection to and modifications to an existing OCSD manhole ► Reconnection and reconstruction of existing sewer lateral connections ► Groundwater dewatering ( depth to groundwater estimated at 12 feet below ground surface)
► Maintaining existing sewer flows during construction
► Reconstruction of a 20-foot segment of existing waterline near the intersection
► Traffic control
► Trench pavement restoration and resurfacing
► Traffic striping, installation of raised pavement markers, and replacement of traffic loops
JIG provided full time construction management and inspection services for the Orangewood A venue Sewer Improvement Project. Traffic control was coordinated with the Cities of Garden Grove and Stanton. Duties included review of shop drawings, responses to requests for information, conformance to contract documents, observation of construction activities, processing of monthly payment applications, and negotiations with the Contractor for force accounts.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
u
D
D
D
0 0
D
0 D
0 0
0 D
0 0
D
0 0
0 0
0 0
D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
n
Sanitary Sewer Rehabilitation and Replacement Program • 1 Long Beach Water Department
CLIENT REFERENCE
Long Beach Water Department
Valeri Karakanov, PE
Senior Engineer
1800 East Wardlow Road
Long Beach, CA 90807
(562) 570-2346
TEAM INVOLVEMENT
Joseph Gutierrez, PE
Resident Engineer
Donald Romine
Construction Inspector
COMPLETION YEAR
2018
CONSTRUCTION COST
$575,000
CONTRACTOR
Nuline Technologies
JIG performed construction
management and inspection
services for the first of several
sanitary sewer rehabilitation
and replacement projects for
Long Beach Water Department.
The Sanitary Sewer
Rehabilitation Replacement
Program 1 consisted of point
repairs of several existing
sewers, point lining repairs of
existing sewers, top hat of existing services, and installation of cured-in place pipe (CIPP) within existing sewer mains.
The work for the project shall include, but not be limited to, the following:
► Utility potholing;
► Temporary bypass facilities and sewage spill prevention plan; ► Root ball removals;
► Cleaning of existing sewer piping;
► Point repair of existing 8-inch sewer pipe for a total of 156 lineal feet; ► Lining point repair of existing 8-inch sewers for a total of 29 lineal feet; ► Installation of CIPP lining for 8-inch, 10-inch and 12-inch pipe for a total of 7,065 lineal feet;
► Re-establishment of existing sewer service laterals (point repairs and lining);
► "Top Hat" repairs at 22 locations;
► Repair of intruding laterals;
► Post installation pipeline testing;
► Pre- and post-construction CCTV inspection;
Construction management and inspection services were provided to coordinate with review of shop drawings, responses to requests for information, ensure conformance to contract documents, and observe construction activities. The construction manager and inspector assisted in public communication with customers and businesses that were affected by the construction. In certain areas, construction was scheduled at night to reduce disruption to customers.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
u
0 0
0 0
0 0
0 0
D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 n
South Long Beach Sewer Improvement Project
Long Beach Water Department
CLIENT REFERENCE
Long Beach Water Deparbnent
Jinny Huang, PE
Manager of Engineering
1800 East Wardlow Road
Long Beach, CA 90807
(562) 570-2346
TEAM INVOLVEMENT
Joseph GuUerrez, PE
Resident Engineer
Juan Torres
Construction Inspector
COMPLETION YEAR
2017
CONSTRUCTION COST
$968,980
CONTRACTOR
Sancon Technologies, Inc.
IlG provided construction management and inspection services for the South Long Beach Sewer Improvement Project. The construction manager and inspector served as an extension of the Long Beach Water Department inspection staff.
The project included the following:
► Replacing 200 lineal feet of existing 8-inch
sewer;
► Point repairs of existing 8-inch sewer at ten
various locations;
► Shelf repair on 9 manholes;
► Rehabilitation of2 manholes (Sancon Epoxy);
► Segment lining point repairs of existing 8-inch
sewer at 17 various locations;
► 17,200 lineal feet of cured-in-place pipe lining
of existing 8-inch, 10-inch and 12-inch sewers.
► Reconnection of existing laterals after point
repairs and lining work;
► Construction of "top-hat" lateral repair
Construction management duties included review
of shop drawings, responses to requests for information, administer progress status meetings, ensure conformance to contract documents, preparation of field orders, negotiation and processing of change orders, review and processing of progress billing reports.
IlG provided full-time inspection for a 4-month period. Inspector duties included construction observation, adherence to OSHA regulations, assistance with public notifications, concrete mix inspection and testing, preparation of daily inspection reports, and documented through daily photographs.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
u
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 e
0 0
0 0
0 0
0 0
C')
Construction Inspection / Staff Augment Services
Miscellaneous Capital Improvement Projects
Lake Arrowhead Community Services District
CLIENT REFERENCE
Lake Arrowhead Community
Services District
Aida Hercules-Dodaro, PE
District Engineer (Retired)
27307 State Highway 189
Blue Jay, CA 92317
(909) 744-7096
TEAM INVOLVEMENT
Joseph Gutierrez, PE
Principal-in-Charge
COMPLETION YEAR
2020
CONSTRUCTION COST
CIP Project# 193
$351,000
CIP Project# 196
$424,000
CIP Project #212
$177,000
CONTRACTOR
CIP Project# 193
TK Construction
CIP Project# 196
Mike Prlich and Sons /
Sancon Technologies, Inc.
CIP Project# 212
Trinity Construction
llG provided staff augment service for Lake Arrowhead Community Services Department to perform full-time construction inspection of miscellaneous capital improvement projects in 2020. The projects are as follows:
CIP Project #193 - Burnt Mill Water Line Replacement
Installation of 617 lf of 1 0" PVC C-900
water main with restrainers on every
joint. Project included hot tapping of
existing 12" CMLC water main and
installation of two 10" gate valves. The
project was mostly in Highway 189 and
under Caltrans jurisdiction.
CIP Project #196 - Palisades Sewer Rehabilitation/Replacement Phase 3 Removal of 1,560 1f of 6" sewer main
and replacement with 8" PVC SDR-35
pipe while connecting all existing sewer
laterals and keeping the existing sewer
main active as construction was in
progress. The project also included CIPP
lining of 350 1f existing sewer pipe,
rehabilitation of five existing manholes
and installation of three new 48"
diameter manholes. The project was
performed on very narrow and curvy
roads and within easements between
backyards. Coordinated with utility
companies and residents to get this
project completed with minimal extra
costs for the District.
CIP Project #212 - Manhole Inflow Reduction Project
Removal and replacement of 174 sewer manholes and 17
cleanouts and raising facilities to grade. The project was performed within San Bernardino and Caltrans right-of-way.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
n
Third and Forest Pipeline Project
City of Laguna Beach - Water Quality Department
CLIENT REFERENCE
City of Laguna Beach
David Shissler, PE
Director of Water Quality
505 Forrest Avenue
Laguna Beach, CA 92651
(949) 497-0328
TEAM INVOLVEMENT
Joseph Gutierrez, PE
Construction Manager
Donald Romine
Construction Inspector
Juan Torres
Construction Inspector
COMPLETION YEAR
2016
CONSTRUCTION COST
$2.7 Million
CONTRACTOR
Mike Prlich and Sons
nG was contracted by the City of Laguna Beach for construction management and inspection duties for this high-profile project in the downtown area of the city. which included the following construction work:
► Abandonment of approximately 1,600
lineal feet of 18-inch trunk sewer on
Loma Terrace including four manholes;
► Abandonment of approximately 1,350
lineal feet of 15-inch inverted siphon on
Mermaid Street including two manholes;
► Removal of approximately 750 lineal feet
of 8-inch sewer on Third Street including
four manholes;
► Construction of approximately 1,280
lineal feet of 18-inch sewer in the Lumber
Yard Parking Lot and Third Street/Forest
A venue, from the existing Laguna
SOCW A Lift Station to Mermaid Street,
including ten new manholes;
► Jacking and boring of a 24-inch steel
casing under the Third Street hill;
► Construction of 160 lineal feet of 18-inch
sewer on Third Street, southeast of
Mermaid Street, including two new
manholes; and
► Construction of miscellaneous 6-inch
sewer for reconnection to existing
manholes near City Hall and Loma Place.
► Cured-in-place lining of existing 18-inch
VCP sewer.
► Rehabilitation of existing 20-foot deep
sewer manhole.
The Construction Manager was involved with public relations and provided assistance with development of the project website, project hotline, and newspaper project advertisements. The Construction Manager made several presentations to city council for updates on construction progress. The Construction Manager coordinated with the police department, fire department, community services, public works department, City Senior Center, Caltrans, and Laguna Beach County Water District.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
~
0 0
0 0
D
D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
G
0 0
0 c'i
Collier Avenue and Pasadena Street Manhole Rehabilitation Elsinore Valley Municipal Water District
The Collier A venue and Pasadena Street Manhole
Rehabilitation and Replacement Project rehabilitated 14 existing manholes and replaced one existing 48-inch manhole with a 60-inch manhole. Manhole work included replacement of cones, grade rings, frames and lids. Manhole interiors were blasted with high-pressure water, removed debris, concrete work on manhole shafts, shelf and channel. The manhole
interiors were then lined with epoxy primer and polyurethane compound.
Work included traffic control, sewer bypass, and water
pollution prevention/control. All work was completed during normal working hours. Some areas required acquisition of a Caltrans encroachment permit.
Construction management and full-time inspection was
provided during construction to coordinate with review of shop drawings, responses to requests for information, ensure conformance to contract documents, and maintain quality control through NACE certified inspection of manhole interior coating, The Construction Manager assisted the District with Contractor change order and field order requests.
Cornerstone Church Sewer Extension
Elsinore Valley Municipal Water District
IlG performed construction management and inspection services for the Cornerstone Church Sewer Extension Project, which included construction of 1,800 lineal feet of 8-inch sewer pipelines, including 8 lined manholes. The project extended the existing sewer collection system to serve the Cornerstone Church located on Monte Vista Drive in the City ofWildomar.
IlG committed a public relations officer (Alliance) to oversee communication with the public using a website, project hotline, passing flyers, and administering a town hall meeting.
Subsurface conditions of cohesionless sand presented
difficulties during excavation and trenching. IlG coordinated with the City ofWildomar inspector, EVMWD Senior
Engineer and Engineering Manager, and the Contractor to develop an approach to minimize sloughing of material into the trench and to protect the existing adjacent pavement. IlG worked with EVMWD staff to curtail added expenditures
resulting from the unknown site conditions.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
D
0 D
0 0
0 0
D
0 0
0 0
0 0
e
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
ri
5ec-fio11 3 - --Projec-f-Team
-= = ====~~ =~ "'""'~ ~ ~ -~~~ s.== - ~ "" "' = " "'~"' = - ~- = "' ""
PROJECT ORGANIZATION CHART
The Organization Chart to the right identifies TIG' s proposed key personnel and their respective project responsibilities. As demonstrated below, each of our team members are highly qualified in their duties and offers the experience required to execute this project on an as-needed basis.
PROJECT TEAM
The following are brief descriptions of each TIG team member's qualifications.
Joseph Gutierrez, PE - Principal-in-Charge / Construction Manager Mr. Gutierrez possesses over 30 years of experience in planning, design and construction of water and wastewater facilities for various municipalities as well as the private sector. As President, he bears responsibility for all products and services performed by IlG Consultants. Throughout his career, he served as Senior Project Manager for the design and construction of pipelines, pumping facilities, storage reservoirs, and sewer facilities in the Southern California region. Mr. Gutierrez also serves as Construction Manager, Resident Engineer, and part-time inspector for a variety of construction projects related to water and wastewater improvements.
Mr. Gutierrez is a fully certified Project Management Professional (PMP), knowledgeable in every facet of business and project management per the Project Management Body of Knowledge, advocated by the Project Management Institute (PMI).
Mr. Gutierrez served as Construction Manager for three successfully
GARDEN GROVE
JIG STAFF
Joseph Gutierrez, PE
Omar Abutaleb, PE
Construction Managers
Juan Torres
Donald Romine
Jeff WIison
Construction Inspectors
completed City projects: West Haven Reservoir Rehabilitation Project, Magnolia Reservoir and Booster Pump Station Rehabilitation Project, and Orangewood Sewer Improvement Project.
Omar Abutaleb, PE- Construction Manager
Mr. Abutaleb has over 25 years of experience in a wide variety of engineering and construction projects.
His diversity of knowledge and expertise was attained through years of service with both public agencies and private sector companies. While engaged at these agencies or firms, Mr. Abutaleb managed the development of numerous PS&E packages for various transportation projects including streets, water and sewer lines, storm drain lines and their structures, traffic signals, signing and striping, street lighting and traffic handling plans. During his employment with the City of Glendale, he coordinated the improvements for the Glendale Train Station, the Civic Auditorium Parking Structure and the Maryland A venue Parking Structure. He has extensive project management and construction management experience in the building oflarge, complex, multi-phase developments having recently successfully completed work for the Kingdom of Saudi Arabia's new Student Housing, encompassing the construction of 22 four-level concrete apartment buildings (88,000 square meters of Building Area) at the King Abdullah University of Science and Technology (KAUST.)
Mr. Abutaleb has an excellent knowledge of the Standard Specifications for Public Works Construction "The Green Book", and the Caltrans Standard Plans and Specification making him an indispensable resource on all Capital Improvement Projects. Mr. Abutaleb's degree in engineering and construction knowledge and experience is exceeded only by his professionalism and communication skills in dealing with people at all levels of responsibility and all ethnic and cultural backgrounds.
Mr. Abutaleb was Resident Engineer for a 6-month period performing management and full-time inspection duties for the West Haven Reservoir Rehabilitation Project.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
D
0 0
0 0
0 0
0 0
0 0
0 0
0 e
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
r-,
Juan Torres - Construction Inspector
Mr. Torres has more than 30 years of experience as a construction inspector and quality assurance/quality control (QA/QC) monitor for a variety of construction projects to verify conformance with project plans and specifications.
As a QA/QC monitor, Mr. Torres has worked on a variety of public works projects involving mass grading activities, trench backfilling, pipeline and pavement installation, slope stabilization, foundation preparation and installation, oriented-drilling, and field instrumentation for construction and post construction monitoring. He has also performed both construction supervision and QA/QC functions for several public works, landfills and contaminated material remediation projects including fill control, clay liner and clay caps testing, and concrete and rebar inspection.
Mr. Torres served as a full-time inspector for a 4-month period for the City's Orangewood Sewer Improvement Pro;ect.
Donald Romine - Construction Inspector
Mr. Romine has over 30 years of experience in the construction inspection of water and wastewater facilities. This experience encompasses pipelines, reservoirs, pump stations, wells, street improvements, and other public works projects. He has been responsible for QA/QC monitoring of construction activities, preparing daily construction inspection reports and documentation, verifying compliance with plans and specifications, ensuring testing protocol is satisfactorily conducted, review of progress payment applications, tracking material quantities, maintaining record drawings, conducting final inspections, and generating final punch list.
Jeff Wilson - Construction Inspector
Mr. Wilson has more than 30 years of experience as a construction manager and inspector focused on water, environmental, and geotechnical engineering construction projects. His work history includes employment experience with numerous engineering and construction companies. For a three year period, he served in the operations and maintenance department for Mesa Consolidated Water District servicing natural gas engines, pumps, and reservoirs. He also served as a Construction Manager for Advanced Construction Technologies.
Mr. Wilson has taken on a full range of responsibilities in construction including management, inspection, field testing and coordination with clients and other project stakeholders. He is well versed and experienced with concrete construction, masonry construction, soils inspection, welding, servicing and operations of mechanical equipment, and pipeline construction.
Mr. Wilson served as a full-time construction inspector for a 6-month period for the Magn,olia Reservoir and Booster Pump Station Rehabilitation Pro;ect.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
0 0
0 0
0 0
0 0
0 0
0 0
0 0
e
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
r-i
Joseph Gutierrez, PE
Principal-in-Charge / Construction Manager
REGISTRATION
CA/Professional
Engineer/Civil/#55604
AZ/Professional
Engineer/Civil/#37808
EDUCATION
1991/BS/Civil
Engineering/University of
California, Irvine
Projects
City of Garden Grove Proiects
Mr. Gutierrez possesses over 30 years of experience in planning, design and construction of water and wastewater facilities for various municipalities as well as the private sector. As President, he bears responsibility for all products and services performed by JIG Consultants. Throughout his career, he served as Senior Project Manager for the design and construction of pipelines, pumping facilities, storage reservoirs, and sewer facilities in the Southern California region. Mr.
Gutierrez also serves as Construction Manager, Resident Engineer, and part-time inspector for a variety of construction projects related to water and wastewater improvements.
Mr. Gutierrez is a fully certified Project Management Professional (PMP), knowledgeable in every facet of business and project management per the Project Management Body of Knowledge, advocated by the Project Management Institute (PMI).
CM and Inspection Services for Magnolia Reservoir and Booster Pump Station Rehabilitation, City of Garden Grove, CA: Construction Manager for the rehabilitation of one 5 MG prestressed buried concrete reservoirs located at Magnolia Park in the City of Garden Grove. Project duties included coordination with project stake holders (City, Design Engineer, Contractor, Parks Department, etc), reviewing shop drawings and responding to RFI' s, administering progress status meetings, reviewing progress pay applications, and negotiations for T &M work. Project construction included structural rehabilitation inside and outside of reservoir, construction of an interior seismic curb, waterproofing the exterior top slab, replacing existing vertical turbine pump, and replacing the existing natural gas engine.
CM and Inspection Services for West Haven Reservoirs Rehabilitation, City of Garden Grove, CA:
Construction Manager for the rehabilitation of two 10 MG prestressed buried concrete reservoirs located in West Haven Park in the City of Garden Grove. Project duties included coordination with project stakeholders (City, Design Engineer, Contractor, Parks Department, Walton Intermediate School, etc), reviewing shop drawings and responding to RFI' s, administering progress status meetings, reviewing progress pay applications, and negotiations for T &M work. Project construction included structural rehabilitation inside and outside of the two tanks, construction of a seismic curb in the interior, and waterproofing of the exterior top slab. Participated in strategic meetings to discuss isolation of each reservoir and cleanup of grease buildup inside the west reservoir.
CM and Inspection Services for Orangewood Avenue Sewer Improvement Project, Garden Grove Sanitary District, Garden Grove, CA: Construction Manager for construction of 850 feet of 15-inch vcp sewer and five manholes on Orangewood Avenue, near the intersection of Western Street.
Water Improvement Proiects
CM and Inspection Services for Dryden Street Water Main, Elsinore Valley Municipal Water District, Wildomar, CA: Construction Manager for construction of 800 lineal feet of 8-inch PVC waterline on Dryden Street in the City of Lake Elsinore. The project included construction of the waterline, connection to the existing system in two locations, construction of fire hydrants, and pavement restoration.
CM and Inspection Services for Large Potable Water Valve Replacement at Redondo Avenue and Kilroy Airport Way, Phase 2, Long Beach Water Department, CA: Construction Manager/Resident Engineer for removal of four large gate valves at the intersection of Redondo Avenue and Kilroy Airport Way. The project replaced two 30-inch gate valves, and two 24-inch gate valves (with butterfly valves of the same J/G CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
D
D
0 D
D
D
D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
e
0 0
0 r')
Omar M. Abutaleb, PE
Construction Manager
REGISTRATION
CA/Professional
Engineer/Traffic/#1659
EDUCATION
1988/Civil Engineering/California
State University Los Angeles
AFFILIATIONS
American Society of Civil
Engineers
Institute of Transportation
Engineers
Projects
Mr. Abutaleb has over 25 years of experience in a wide variety of engineering and construction projects. His diversity of knowledge and expertise was attained through years of service with both public agencies and private sector companies. Mr. Abutaleb managed the development of numerous PS&E packages for various transportation projects including streets, water and sewer lines, storm drain lines and their structures, traffic signals, signing and striping, street lighting and traffic handling plans. He has extensive project management and construction management experience in the building of large, complex, multi-phase developments having recently successfully completed work for the Kingdom of Saudi Arabia's new Student Housing, encompassing the construction of 22 four-level concrete apartment buildings (88,000 square meters of Building Area) at the King Abdullah University of Science and Technology (K.AUST.)
CM and Inspection Services for West Haven Reservoirs Rehabilitation, City of Garden Grove, CA:
Served as Resident Engineer and Construction Inspector for the rehabilitation of two 10 MG prestressed buried concrete reservoirs located in West Haven Park in the City of Garden Grove. Project duties included coordination with construction manager, daily inspection and documentation for conformance to plans and specifications, attendance at progress meetings, and review of progress pay applications. Project construction included structural rehabilitation inside and outside of the two tanks, construction of a seismic curb in the interior, and waterproofing of the exterior top slab. Participated in strategic meetings to discuss isolation of each reservoir and cleanup of grease buildup inside the west reservoir.
CM and Inspection Services for Large Potable Water Valve Replacement at Redondo Avenue and Kilroy Airport Way, Phase 1, Long Beach Water Department, CA: Alternate Construction Inspector for removal of four large gate valves at the intersection of Redondo Avenue and Kilroy Airport Way. The project replaced one 42-inch gate valve, one 30-inch gate valve, and one 24-inch gate valve (with butterfly valves of the same size) in the public right-of-way. The project also replaced one 42-inch butterfly valve with an electric actuator inside the Long Beach Groundwater Treatment Plant.
Inspection Services for North Bay Intake Pump Station, Lake Arrowhead Community Services District, Lake Arrowhead, CA: Provided full-time construction inspection to observe construction progress, monitored conformance with the construction plans and specifications, provided assistance with design deviations, and acted as the District representative on site. The project included demolition of existing facilities including pump station, vaults, pumps, valves, and electrical equipment; construction of on shore pump station structure with stone veneer, access hatch with vertical turbine pumps and motors, piping, valves, and surge tank; construction of electrical building extension including conduits, wiring, manual transfer switch, switchgear, VFD's and instrumentation; and construction of in-lake pump station including submersible pumps, check and isolation valves, and electrical conduits.
Orange County Great Park, City of Irvine, CA: Provided project management and construction management services to the City of Irvine for the development and construction of the City's 1.1 Billion, 1,437-acre Orange County Great Parks project. Responsibilities stretch from project conception/inception to completion and turnover to the City and include: preparation of the engineering design RFPs for infrastructure, lighting, signal and roadway design; preparation of construction bid packages, bid review and contractor selection; and management of the design and construction contracts, implementation and construction management oversite of the construction work.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
D
0 0
0 0
0 0
D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 e
0 0
0 {"')
Omar M. Abutaleb,
PE (Continued)
J/G CONSULTANTS
King Abdullah University of Science and Technology, Thuwal, Saudi Arabia: Responsibility was in pre-planning review for construction, review of related submittals and coordination of technical queries (TQ or RFI) in accordance with the approved project plans and specifications.
Responsible for construction management of the earthwork, site civil and all utilities for the project. Responsibilities included the coordination of over 300,000 cubic meters of earthwork, 1,500 meters of reinforced concrete culvert box to the red sea, 400 meters of force main pipe, 2,200 meters of storm drain pipe and associated structures, 5,700 meters of water/fire pipe and 1,700 meters of chilled water pipe.
Project Manager and Resident Engineer - Wildwood Canyon Retention Basins, City of Yucaipa, CA: Managed the construction of three retention basins at a live creek at the bottom of the mountains in the City of Yucaipa. The project included clearing and grubbing of the creek area and export of 250,000 cubic yard of dirt. The project included massive grading of approximately 500,000 cubic yards to construct the basins. In addition; a spillway channel around the basins was constructed with soil cement banks and various uses of concrete and grouted rip rap. The project also included the construction of culvert box, 72-inch storm drain line, sewer line, water line and various street and parking lot improvements.
Contract and Construction Manager - Glendale Traffic Management Center, City of Glendale, CA: Managed the implementation of the Glendale Traffic Management Center (TMC). Oversaw consultant's PS&E and administered the construction contract. Developed the "Engineer's Estimate" and processed the project through various city departments to secure funding. The project included installation of 2-1/2 miles of the city's back bone fiber optic (144SMFO) cable and associated conduits and vaults, installation of several CCTV cameras and changeable message signs along San Fernando Road to serve as an alternate route to the I-5 Freeway.
Construction Manager and Resident Engineer - Interstate 5 Freeway Ramp Improvements at Colorado Street, City of Glendale CA: Managed the realignment ofl-5 Freeway off-ramp at Colorado Street. Oversaw the consultant PS&E and administered the construction contract. Developed the "Engineer's Estimate" and negotiated contract change orders with the contractor. The project consisted of 1,800 lineal feet of concrete lane widening, relocating sewer and water lines, installations of storm drain lines and associated manholes and structures, installation of traffic signal and street lighting system. The project also included construction traffic handling and close coordination with Caltrans.
Contract and Construction Manager - Traffic Signal Modifications Downtown Glendale, City of Glendale, CA: Responsible for the development of the PS&E package and contract administration for traffic signal modifications and interconnect system in the Glendale downtown area along Brand Boulevard, Central A venue and Glendale A venue.
Phase I included the modifications of twenty traffic signals and Phase II included modifications of thirty-seven traffic signals. Total of 57 traffic signals within the downtown Glendale area.
City of Garden Grove I On-Call Construction Management and Inspection Services
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 e
0 0
0 (")
Juan Torres
Construction Inspector
CERTIFICATIONS
40-Hour OSHA Trained, 29 CFR
1910.120 (e)(2)/8 CCR 5192
Radiation Safety and Use of
Nuclear Gages.
Training and Certification for
Mechanics, 1982
GSI Certified Inspector
Construction QA/QC for
Geosynthetics, Compacted Clay
and GCL Liner Installation
TRI/GSI Short Course on
Construction QA/QC for
Geosynthetics, Compacted Clay
and GCL Liner Installation
Projects
Mr. Torres has more than 30 years of experience as a construction inspector and quality assurance/quality control (QA/QC) monitor for a variety of construction projects to verify conformance with project plans and specifications.
As a QA/QC monitor, Mr. Torres has worked on a variety of public works projects involving mass grading activities, trench backfilling, pipeline and pavement installation, slope stabilization, foundation preparation and installation, oriented-drilling, and field instrumentation for construction and post-construction monitoring. He has also performed both construction supervision and QA/QC functions for several public works, landfills and contaminated material remediation projects including fill control, clay liner and clay caps testing, and concrete and rebar inspection.
CM and Inspection Services for Orangewood Avenue, City of Garden Grove Garden, Grove, CA:
Construction Inspector for the upsizing of approximately 850 feet of existing 10-inch VCP sewer to a 15- in VCP sewer, on Orangewood Avenue to the Western Avenue intersection, where it discharged into an existing Orange County Sanitation District (OCSD) manhole.
CM and Inspection Services for Sanitary Sewer Rehabilitation and Replacement Program 1, Long Beach Water Department, CA: Construction Inspector for this City-wide sewer rehabilitation project for Long Beach Water Department. The project included removal and replacement of 150 lf of 8-inch sewer, CIPP lining of 7,300 lf of 8-inch through 12-inch sewers, spot repairs, manhole cleaning and CCTV, lateral intrusions repair, and installation of top-hats at 20 locations.
CM and Inspection Services for South Long Beach Sewer Improvement Project, Long Beach Water Department, CA: Construction Inspector for rehabilitation of 17,500 lineal feet of sewer pipelines. The work included CCTV inspections, cleaning and lining of 8-inch, 10-inch and 12-inch sewers, point repairs, removing and replacing sections of 8-inch sewer, restoring existing laterals after repair/lining, root removal, installation of "top hat" repairs, and repair of intruding laterals, manhole channels and manhole rehabilitations.
CM and Inspection Services for Cornerstone Church Sewer Extension, Elsinore Valley Municipal Water District, Wildomar, CA: Construction Inspector for construction of 1,800 lineal feet of 8-inch sewer pipelines including 8 manholes. The project extended the existing sewer collection system to serve the Cornerstone Church located on Monte Vista Drive in the City ofWildomar.
CM and Inspection Services for Third and Forest Sewer Pipeline, City of Laguna Beach, CA:
Construction Inspector for a large diameter sewer relocation project near the City Hall. The project involved abandonment of 1,600 lineal feet of24-inch trunk sewer, 1,350 lineal feet of 15-inch inverted siphon, and removal of 750 lineal feet of 8-inch sewer. The replacement sewer followed an alignment in front of the City Hall and consisted of 1,280 lineal feet of trunk sewer with an additional 360 lineal feet of 12-inch sewers.
Water Pipeline Replacement Project, Yorba Linda Water District, Yorba Linda, CA: QC Monitor during observations and testing needed to assure proper compaction of subgrade soils and placement and compaction of aggregate base, asphalt concrete in general accordance with the latest version of Greenbook and project's specifications.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 e
0 0
0 ri
Donald Romine
Construction Inspector
EDUCATION
Confined Space Awareness
Course
Trenching and Excavation
Training, CAUOSHA
First Aid and CPR
CERTIFICATIONS
2008/Construction Safety and
Health, US Department of Labor,
OSHA
Projects
Water Improvement Proiects
Donald Romine has over 30 years of experience in the construction inspection of water and wastewater facilities. This experience encompasses pipelines, reservoirs, pump stations, wells, street improvements, and other public works projects. He has been responsible for QA/QC monitoring of construction activities, preparing daily construction inspection reports and documentation, verifying compliance with plans and specifications, ensuring testing protocol is satisfactorily conducted, review of progress payment applications, tracking material quantities, maintaining record drawings, conducting final inspections, and generating final punch list.
CM and Inspection Services for Large Potable Water Valve Replacement at Redondo Avenue and Kilroy Airport Way, Phase 1, Long Beach Water Department, Long Beach, CA: Alternate Construction Inspector for removal of four large gate valves at the intersection of Redondo Avenue and Kilroy Airport Way. The project replaced one 42-inch gate valve, one 30-inch gate valve, and one 24-inch gate valve (with butterfly valves of the same size) in the public right-of-way. The project also replaced one 42-inch butterfly valve with an electric actuator inside the Long Beach Groundwater Treatment Plant. This project was high-profile and a critical improvement to Long Beach Water Department's potable water treatment and distribution system. These large valves are key components of the Groundwater Treatment Plant main discharge to the Alamitos storage reservoirs. Construction was carefully coordinated not only with public works but also with the Groundwater Treatment Plant operators.
Upper River Well Field and Water Supply Pipeline, West Conveyance Pipeline, Mojave Water Agency, Victorville and Hesperia, CA: Provided construction management and construction inspection services for this $8 million pipeline project which involved 32,250 LF of 18-inch and 42-inch cml&c steel pipeline.
Served as a Senior Construction Inspector. Mr. Romine's duties included material testing, ensuring quality control, providing community relations, monitoring site safety, coordinating survey, and removal of hazardous materials. Coordinated activities and schedules with utility companies, contractors, and with City departments. Attended weekly and monthly progress meetings, organized meeting minutes, change orders, schedules, progress payments, RFI' s and reviews submittals. Compiled information and prepared daily reports and digital photos.
District 4 Phase I Water Main Replacement, City of Pomona, CA: Provided construction inspection services within this small, ½ square mile, residential community adjacent to downtown Pomona. Mr.
Romine was responsible for construction inspection and documentation of this $1.9 million project which included the installation of approximately 6,306 lineal feet of new 6-inch and 12-inch ductile iron water main line with associated new valves, hydrants, appurtenances and meter services. The project also included the subsequent or simultaneous abandonment and/or removal of the existing cast iron or steel water main line pipe. After replacement of the water line, new street improvements including removal and replacement of related concrete pavement, curb and gutter, sidewalks, driveways, cross gutters and curb ramps were installed. The existing asphalt pavement roadway within the pipeline replacement area was then cold milled and replaced with new HMAC and ARHM asphalt concrete.
District 2 and 3, Phase I Water Main Replacement, City of Pomona, CA: Provided construction inspection services for a diverse residential and commercial area within downtown Pomona. Mr. Romine was responsible for construction inspection and documentation of this $3.8 million project which involved removal and installation of 17,000 lineal feet of 4-inch and 8-inch ductile iron water main, repaving of J/G CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
0 0
0 0
0 0
0 D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 e
0 0
0 ri
Donald Romine
(Continued)
JIG CONSULTANTS
existing streets with new HMAC & ARHM; and replacement of concrete pavement, curb, gutter, sidewalks, driveways, cross gutters, curb ramps and catch basins.
Product Pipeline Project, Santa Ana Watershed Project Authority, Riverside County, CA: Provided construction inspection services for the construction of 48,000 lineal feet of 24-inch and 30-inch diameter cml&c welded steel water line which transports desalted water product from San Bernardino County to the Jurupa Community Services District.
CFD No. 1 Water Facilities, Jurupa Community Services District, Riverside County, CA: Served as Senior Construction Inspector for the Jurupa Community Services District on this 47,000 lineal feet of 16- inch to 30-inch diameter waterline project which also included a 300- hp, 6,000 gpm booster station, two 750-hp, 5,400 gpm water wells, and a 6 MG welded steel water storage reservoir. His duties encompassed:
administering the contract; inspecting the work; conducting weekly progress meetings; coordinating with various agencies and utility companies; monitoring the schedule; verifying quantities and assuring quality control; maintaining traffic control, site safety, and public relations; processing submittals, weekly statements of working days, change orders, progress payments, and punch lists; and documenting the work via daily reports and digital
photography.
Wastewater Improvement Proiects
CM and Inspection Services for Collier Avenue and Pasadena Street Manhole Rehabilitation and Replacement, Elsinore Valley Municipal Water District, CA: Construction Inspector for rehabilitation of 14 existing manholes in the City of Lake Elsinore. Rehabilitation efforts included removing and replacing the existing cones to meet District Standards, repair of manhole shelves, interior surface preparation, and lining with polyurethane.
CM and Inspection Services for Sanitary Sewer Rehabilitation and Replacement Program 1, Long Beach Water Department, CA:
Construction Inspector for this City-wide sewer rehabilitation project for Long Beach Water Department. The project included removal and replacement of 150 If of 8-inch sewer, CIPP lining of7,300 If of 8-inch through 12-inch sewers, spot repairs, manhole cleaning and CCTV, lateral intrusions repair, and installation of top-hats at 20 locations.
Hamner Avenue Waterline, Trunk Sewer and Wastewater Metering Station, Jurupa Community Services District, Riverside County, CA:
Mr. Romine served as Senior Construction Inspector for Jurupa Community Services District for the construction of 13,000 lineal feet of 16-inch diameter water line as well as 12,000 lineal feet of 8-inch to 21- inch diameter trunk sewer and associated water metering station.
Wineville Avenue Waterline, Trunk Sewer and Wastewater Metering Station, Jurupa Community Services District, Riverside County, CA:
Mr. Romine served as Senior Construction Inspector for Jurupa Community Services District for the construction of 5,300 lineal feet of 18-inch diameter water line as well as 9,500 lineal feet of 12-inch to 24- inch diameter trunk sewer and associated water metering station.
City of Garden Grove I On-Call Construction Management and Inspection Services
0 0
0 0
D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
e
0 0
0 '1
Jeff W. Wi Ison
Construction Inspector
EDUCATION
1987 /Mechanics/Universal
Technical Institute, Arizona
Water Math and Treatment
Courses/Santiago Canyon College
1986/Diamond Bar High School
CERTIFICATIONS
40-Hour OSHA Trained, 29 CFR
1910.120 (e)(2)/8 CCR 5192
Radiation Safety and Use of
Nuclear Gages
Department of Health Services
Distribution D3
Department of Health Services
Treatment Plant T2
Projects
Mr. Wilson has more than 30 years of experience as a construction manager and inspector focused on water, environmental, and geotechnical engineering construction projects. His work history includes employment experience with numerous engineering and construction companies. For a three-year period, he served in the operations and maintenance department for Mesa Consolidated Water District servicing natural gas engines, pumps, and reservoirs. He also served as a Construction Manager for Advanced Construction Technologies.
Mr. Wilson has taken on a full range of responsibilities in construction including management, inspection, field testing and coordination with clients and other project stakeholders. He is well versed and experienced with concrete construction, masonry construction, soils inspection, welding, servicing and operations of mechanical equipment, and pipeline construction.
CM and Inspection Services for Magnolia Reservoir and Booster Pump Station Rehabilitation, City of Garden Grove, CA: Served as Construction Inspector for the rehabilitation of a 5 MG prestressed buried concrete reservoirs located in Magnolia Park in the City of Garden Grove. Project duties included coordination with construction manager, daily inspection and documentation for conformance to plans and specifications, attendance to progress meetings, and review of progress pay applications. Project construction included structural rehabilitation inside and outside of the tank, construction of a seismic curb in the interior, and waterproofing of the exterior top slab. Construction also included the removal and replacement of a natural gas engine, right angle gear drive, and vertical turbine pump.
CM and Inspection Services for Large Potable Water Valve Replacement at Redondo Avenue and Kilroy Airport Way, Phase 2, Long Beach Water Department, CA: Alternate Construction Inspector for removal of four large gate valves at the intersection of Redondo Avenue and Kilroy Airport Way. The project replaced two 30-inch gate valves, and two 24-inch gate valves (with butterfly valves of the same size) in the public right-of-way. Construction was separated in two stages to minimize disruption to LBWD influent transmission main to the Alamitos Reservoir site and the Groundwater Treatment Plant.
Northrup N12 Groundwater Cleanup and Injection Wells, Orange County Water District, Anaheim, CA Operations and Maintenance for Reservoirs and Natural Gas Engines, Mesa Consolidated Water District, Costa Mesa, CA
Trampas Dam Reservoir Transfer Pipelines, Santa Margarita Water District, Rancho Mission Viejo, CA 16-inch Domestic, Recycled, and Fire Line, City of Beaumont, CA Parallel 60-inch Concrete Storm Drain Pipelines, City of Walnut, CA Environmental Plume Cleanup for Shell and Chevron Treatment Plant, City of El Toro, CA 100-Acres of HOPE Liner Improvements, Waste Management
Trampas Dam Reconstruction - Soils and Geotechnical Inspections, Santa Margarita Water District, Rancho Mission Viejo, CA
Well Points and Treatment Plant for Contaminated Groundwater and Soils, City of Corona, CA Redline and Purple Line Metro Rail Degassing Hydrogen Sulfide, Metro Rail, Los Angeles, CA JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Services
D
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
e
0 0
0 ("')
5ec-fio11 4 - 5-ra-reme11-r of ltVailabili-fy
--~~-~~ = ~-~-~0- = ~ - -- - --~ -~-- - ~ -,,,-, "'--,-~=-== -- ,.,, ~ "' "" "'--~ - - ""' - ,es IlG is committed to serving the City and our project team is capable of providing construction management and inspection services in an efficient and expeditious manner. The following is a listing of our in-house team's availability as of the date of this proposal.
Project Team Member
Joseph Gutierrez
Position
Principal / Construction Manager
Construction Manager
Construction Inspector
Construction Inspector
Construction Inspector
Availability
50%
25%
90%
100%
50%
Omar Abutaleb
Juan Torres
Donald Romine
Jeff Wilson
: 5ec-fio11 r; - 72a-re Schedule
L =====- "'"'"-=-= ""s-~ -~ """= ,c~=ao ~~== ;,c ---,= ~~~=="' o'C = ~= ,c "'"" = o'=""' ,e "'.,,, ~ The following hourly rates will be used for this proposal and will remain effective until December 31, 2022. Rates will increase at 3% for each 12-month period after the aforementioned effective date.
Reimbursables:
JIG Consultants
Administrative Assistant
Construction Inspectors
Construction Managers
Principal-in-Charge
$ 75.00 /hr.
$ 145.00 I hr.
$ 185.00 / hr.
$ 185.00 / hr.
1. Standard computer and technology costs are incorporated into these hourly rates as well as direct labor, overhead, fringe benefits and fee.
2. Mileage and parking expenses incurred by the construction inspectors are included into the hourly rates shown above. All others will be invoiced at 2022 mileage rates.
3. Prints, plots, messenger service, subsistence, air travel, and other direct expenses will be charged at cost plus 10%.
JIG CONSULTANTS City of Garden Grove I On-Call Construction Management and Inspection Seivices Agenda Item - 6.b.
City of Garden Grove
INTER-DEPARTMENT MEMORANDUM
To: Scott C. Stiles From: William E. Murray
Dept.: City Manager Dept.: Public Works
Subject: Award a contract to All
American Asphalt, for Various
Street Rehabilitation 2022
Projects. (Cost: $4,798,930)
(Action Item)
Date: 5/24/2022
OBJECTIVE
For the City Council to award a contract to All American Asphalt for various streets rehabilitation 2022 projects, which includes: Newland Street from Trask Avenue to Garden Grove Boulevard (Project No. CP1322000); Mays Avenue from Yockey Street to Magnolia Street (Project No. CP1323000); Hazard Avenue from Bushard Street to Ward Street (Project No. CP1296000); McFadden Avenue from Ward Street to 600 feet East (Project No. CP1296000); Chapman Avenue from Nelson Street to 9th Street (Project No.
CP132000); and Lampson Avenue from Harbor Boulevard to Haster Street ( Project No.
CP1297022).
BACKGROUND
The streets being rehabilitated in this package of projects have varying issues surrounding their need for rehabilitation. Each street will be addressed with different rehabilitation measures to properly manage the unique circumstances and will involve some or most of the following elements: full depth reclamation and cement treatment, street section removal and replacement ("dig outs"), cold milling and asphalt paving, repair of damaged sidewalk, curb & gutter, cross gutter, upgrade of access ramps, installation of CCTV Cameras, catch basin CPS Screens, adjustment of utility covers to finish grade, restoration of traffic signing, striping, & pavement markings, reestablishment of centerline ties and monuments.
A portion of work on Hazard Avenue lies within the shared boundary with the City of Westminster. The City of Westminster will be responsible for a portion of the cost of the proposed street improvements with the approval of a cooperative agreement.
DISCUSSION
Staff solicited bids for this project pursuant to Municipal Code Section 2.50.100.
Four (4) qualified bids were received at the City Clerk's office by 11:00 a.m. on May
11, 2022. Due to the construction at City Hall, the low bidder was unable to submit their bid directly to the City Clerk’s office. However, the low bidder was able to submit their bid at the temporary City Hall facility within the deadline. The City Council is requested to waive this irregularity. The lowest qualified contractor was All American Asphalt, with a total bid of $4,798,930. This bid amount is within the current project budget. The licenses and references of the contractor have been reviewed and verified by staff, and all other documentation is in order.
The anticipated contract schedule is as follows:
Award Contract - May 24, 2022
Begin Construction (estimated) - June 20, 2022
Complete Construction (estimated) - January 24, 2023
FINANCIAL IMPACT
There is no net negative impact to the General Fund. These improvements were included in the Fiscal Year 2021-23 Capital Improvement Plan budget and are funded by Measure "M2 Local Fair Share," Gas Tax, Red Light Camera fees, and the City of Westminster's pro-rata share.
RECOMMENDATION
It is recommended that the City Council:
Award a contract to All American Asphalt, in the amount of $ 4,798,930 for Various Streets Rehabilitation 2022 Projects which includes Newland Street from Trask Avenue to Garden Grove Boulevard; Mays Avenue from Yockey Street to Magnolia Street; Hazard Avenue from Bushard Street to Ward Street; McFadden Avenue from Ward Street to 600 feet East; Chapman Avenue from Nelson Street to 9th Street; and Lampson Avenue from Harbor Boulevard to Haster Street; and
Authorize the City Manager to execute an agreement with All American Asphalt and make minor modifications as appropriate on behalf of the City.
By: Navin Maru, Associate Engineer
ATTACHMENTS:
Description Upload Date Type File Name
Bid Summary 5/12/2022 Backup Material 1_Bid_Summary_Sheet.docx Construction Agreement 5/12/2022 Agreement 2._CONSTRUCTION_AGREEMENT.docx
•
•
H://Navinm/navin/CP1322 Newland Street/Council/Award Contract ATTACHMENT 1
CITY OF GARDEN GROVE
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
BID SUMMARY SHEET
FOR
VARIOUS STREETS REHABILITATION 2022 FOR
NEWLAND STREET, MAYS AVENUE, HAZARD AVENUE, MCFADDEN AVENUE,
CHAPMAN AVENUE, AND LAMPSON AVENUE
BID OPENING: DATE: MAY 11, 2022 TIME: 11:00 A.M.
ENGINEER’S ESTIMATE: $ 4,800,000.00
Bidder’s Name Total Bid % Under/Over
Engrs. Est
All American Asphalt, Corona $4,798,930.00 - 00.02%
Under
R.J. Noble Company, Orange $4,971,340.00 +03.57%
Under
Hardy and Harper Inc., Lake Forest $5,140,000.00 +07.08% Over Palp Inc. dba Excel Paving, Long Beach $5,379,675.00 +12.08% Over
Attachment # 2
- 61 –
C O N S T R U C T I O N A G R E E M E N T
ALL AMERICAN ASPHALT
THIS AGREEMENT is made this 24th day of May, 2022 by the CITY OF GARDEN GROVE, a municipal corporation, ("CITY"), and ALL AMERICAN ASPHALT , hereinafter referred to as ("CONTRACTOR").
RECITALS:
The following recitals are a substantive part of this Agreement:
1. This Agreement is entered into pursuant to Garden Grove City Council Authorization dated May 24, 2022.
2. CITY desires to utilize the services of CONTRACTOR to furnish material, equipment, and labor for the VARIOUS STREETS REHABILITATION 2022.
3. CONTRACTOR is qualified by virtue of experience, training, education, and expertise to accomplish services.
AGREEMENT
THE PARTIES MUTUALLY AGREE AS FOLLOWS:
5.1 General Conditions. CONTRACTOR certifies and agrees that all the terms, conditions and obligations of the Contract Documents as hereinafter defined, the location of the job site, and the conditions under which the work is to be performed have been thoroughly reviewed, and enters into this Contract based upon CONTRACTOR'S investigation of all such matters and is in no way relying upon any opinions or representations of CITY. It is agreed that this Contract represents the entire agreement. It is further agreed that the Contract Documents including the Notice Inviting Bids, Special Instructions to Bidders, if any, Plans, Specifications, and CONTRACTOR's Proposal, are in corporated in this Contract by reference, with the same force and effect as if the same were set forth at length herein, and that CONTRACTOR and its subcontractors, if any, will be and are bound by any and all of said Contract Documents insofar as they relate in any part or in any way, directly or indirectly, to the work covered by this Contract.
"Project" as used herein defines the entire scope of the work covered by all the Contract Documents. Anything me ntioned in the Specifications and not indicated in the Plans, or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as if indicated and mentioned in both. In case of discrepancy in the Plans or Specifications, the matter shall be immediately submitted to CITY’S Engineer, without whose decision CONTRACTOR shall not adjust said discrepancy save only at CONTRACTOR'S own risk and expense. The decision of the Engineer shall be final.
SECTION 5 - AGREEMENT (Continued)
- 62 –
5.2 Materials and Labor. CONTRACTOR shall furnish, under the conditions expressed in the Plans and Specifications, at CONTRACTOR'S own expense, all labor and materials necessary, except such as are mentioned in the Specifications to be furnished by the CITY, to construct and complete the projec t, in good workmanlike and substantial order. If CONTRACTOR fails to pay for labor or materials when due, CITY may settle such claims by making demand upon the surety to this Agreement. In the event of the failure or refusal of the surety to satisfy said claims, CITY may settle them directly and deduct the amount of payments from the Contract price and any amounts due to CONTRACTOR. In the event CITY receives a stop notice from any laborer or material supplier alleging non -payment by CONTRACTOR, CITY shall be entitled to deduct all of its costs and expenses incurred relating thereto, including but not limited to administrative and legal fees.
5.3 Project. The PROJECT is described as: VARIOUS STREETS REHABILITATION 2022.
5.4 Plans and Specifications. The work to be done is shown in a set of detailed Plans and Specifications entitled: VARIOUS STREETS REHABILITATION 2022 . Said Plans and Specifications and any revision, amendments or addenda thereto are attached hereto and incorporated herein as part o f this Contract and referred to by reference. The work to be done must also be in accordance with the General Provisions, Standard Specifications and Standard Plans of the CITY, which are also incorporated herein and referred to by, reference.
5.5 Time of Commencement and Completion. CONTRACTOR shall have ten (10) working days from the award of the Contract to execute the Contract and supply the CITY with all the documents and information required by the Instructions to Bidders and the other Contract Documents, including but not limited to, the necessary bonds and insurance certificates and endorsements. Once the CITY receives the executed contract and all of the other properly drafted and executed documents and information, it may issue a Notice to Procee d to the CONTRACTOR. If CONTRACTOR refuses or fails to provide the required documents and information within the ten (10) city working days, the CITY may then rescind the award of the Contract and then award the Contract to the next lowest responsive and responsible bidder.
The Contract time shall commence on the fifteenth (15 th) calendar day following the Notice to Proceed issued by the City and the CONTRACTOR agrees to submit shop drawings within fourteen (14) calendar days. Further, upon receipt of the Notice to Proceed, the CONTRACTOR shall diligently prosecute the work within 180 (One Hundred and Eighty) working days to completion as required per the plans and specifications excluding delays caused or authorized by the CITY as set forth in Sections 5.7, 5.8 and 5.9 hereof.
5.6 Time is of the Essence. Time is of the essence of this Contract.
Contractor shall have fourteen (14) calendar days from the award of the Contract to execute the Contract and supply CITY with all of the documents and information required by the Instruction to Bidders and the other Contract Documents, including but not limited to, the necessary bonds and insurance certificates and endorsements. Once the CITY receives the executed Contract and all of the other properly drafted and exe cuted documents and information, it may issue a Notice to Proceed to the CONTRACTOR. If CONTRACTOR refuses or fails to execute the Contract or refuses or fails to provide the required documents and information within the fourteen (14) calendar days, the CITY may then rescind the award of the Contract and then award the Contract to the next lowest responsible and responsive bidder.
SECTION 5 - AGREEMENT (Continued)
- 63 –
As required by the Contract Documents, CONTRACTOR shall prepare and obtain approval of all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of CONTRACTOR'S work in conformance with an approved construction progress schedule. CONTRACTOR shall coordinate the work covered by this Contract with that of all other CONTRACTORs, subc ontractors and of the CITY, in a manner that will facilitate the efficient completion of the entire work in accordance with Section 5.5 herein. CITY shall have complete control of the premises on which the work is to be performed and shall have the right to decide the time or order in which the various portions of the work shall be installed or the priority of the work of other subcontractors, and, in general, all matters representing the timely and orderly conduct of the work of CONTRACTOR on the premises.
5.7 Excusable Delays. CONTRACTOR shall be excused for any delay in the prosecution or completion of the Project caused by acts of God; inclement weather; damages caused by fire or other casualty for which CONTRACTOR is not responsible; any act of negligence or default of CITY; failure of CITY to make timely payments to CONTRACTOR; late delivery of materials required by this CONTRACT to be furnished by CITY; combined action of the workers in no way caused by or resulting from default or collusion on the part of CONTRACTOR; a lockout by CITY; or any other delays unforeseen by CONTRACTOR and beyond CONTRACTOR'S reasonable control.
CITY shall extend the time fixed in Section 5.5 herein for completion of the Project by the number of days CONTRACTOR has thus been delayed, provided that CONTRACTOR presents a written request to CITY for such time extension within fifteen (15) days of the commencement of such delay and CITY finds that the delay is justified. CITY'S decision will be conclusive on the parties to this C ontract. Failure to file such request within the time allowed shall be deemed a waiver of the claim by CONTRACTOR.
No claims by CONTRACTOR for additional compensation or damages for delays will be allowed unless CONTRACTOR satisfies CITY that such delays were unavoidable and not the result of any action or inaction of CONTRACTOR and that CONTRACTOR took all available measures to mitigate such damages. Extensions of time and extra compensation as a result of incurring undisclosed utilitie s would be determined in accordance with SPECIAL PROVISIONS and Section 3-3 of the Standard Specifications for Public Works Construction 2006 Edition (GREEN BOOK). The CITY’S decision will be conclusive on all parties to this Contract.
5.8 Extra Work . The Contract price includes compensation for all work performed by CONTRACTOR, unless CONTRACTOR obtains a written change order signed by a designated representative of CITY specifying the exact nature of the extra work and the amount of extra compensation to be paid all as more particularly set forth in Section 5.9 hereof.
CITY shall extend the time fixed in Section 5.5 for completion of the Project by the number of days reasonably required for CONTRACTOR to perform the extra work, as determined by CITY’S Engineer. The decision of the Engineer shall be final.
5.9 Changes in Project.
5.9.1 CITY may at any time, without notice to any surety, by written order designated or indicated to be a change order, make any change in the work within the general scope of the Contract, including but not limited to changes:
SECTION 5 - AGREEMENT (Continued)
- 64 –
a. In the Specifications (including drawings and designs); b. In the time, method or manner of performance of the work; c. In the CITY -furnished facilities, equipment, materials, services or site; or d. Directing acceleration in the performance of the work.
If CONTRACTOR believes that the written order issued as part of this Section 5.9.1 has caused an increase in costs or time, the CONTRACTOR shall submit a written request for equitable adjustment to the CITY that includes a detailed cost breakdown and time impact analysis in sufficient detail to allow the CITY to analyze the request.
Said notice shall be submitted via certified mail within twenty (20) days of the CONTRACTOR’S receipt of the written order. CONTRACTOR’S failure to submit the written request for equitable adjustment within the required twenty (20) days shall constitute a waiver of any potential change order or claim for said alleged change.
The CITY shall review CONTRACTOR’S request and shall provide a written response within thirty (30) days of receipt of the request either approving or denying the request.
5.9.2 A change may also be any other conflict, difficulty or issue which the CONTRACTOR believes caused any change to the CONTRACTOR’S costs or project schedule, provided CONTRACTOR gives the CITY written notice and a request for equitable adjustment that includ es a detailed cost breakdown and time impact analysis in sufficient detail to allow the CITY to analyze the request. The notice shall also state the date the CONTRACTOR became aware of the issue, circumstances and source of the issue and that CONTRACTOR re gards the issue as a change order. Said written notice shall be delivered to the CITY via certified mail within twenty (20) days of CONTRACTOR’S first notice of the issue. CONTRACTOR’S failure to submit the notice, which includes the written request for equitable adjustment within the required twenty (20) days shall constitute a waiver of ant potential change order or claim for said alleged change. The CITY shall review CONTRACTOR’S request and shall provide a written response within thirty (30) days of receipt of the request either approving or denying the request.
5.9.3 Except as provided in this Section 5.9, no order, statement or conduct of the CITY or its representatives shall be treated as a change under this Section 5.9 or entitle CONTRACTOR to an equitable adjustment.
5.9.4 Except for claims based on defective specifications, no claim for any change under paragraph 5.9.1 or 5.9.2 above shall be allowed for any work performed more than 20 days before the CONTRACTOR gives written notice as required in paragraphs
5.9.1 and 5.9.2. In the case of defective specifications for which the CITY is responsible, the equitable adjustment shall include any increased direct cost CONTRACTOR reasonably incurred in attempting to comply with those defective specifications.
5.9.5 If CONTRACTOR intends to assert a claim for an equitable adjustment under this Section 5.9, it must, within thirty (30) days after receipt of a denial of a request for equitable adjustment under paragraphs 5.9.1 and 5.9.2, submit a written statement to the CITY setting forth the general nature and monetary extent of such claim. The CITY may extend the 30-day period. CONTRACTOR’S failure to submit the notice of a claim, within the required thirty (30) days shall constitute a waiver of the claim by the CONTRACTOR.
SECTION 5 - AGREEMENT (Continued)
- 65 –
5.9.6 No claim by CONTRACTOR for an equitable adjustment shall be allowed if made after final payment under this Agreement.
5.9.7 CONTRACTOR hereby agrees to make any and all changes, furnish the materials and perform the work th at CITY may require without nullifying this Contract.
CONTRACTOR shall adhere strictly to the Plans and Specifications unless a change there from is authorized in writing by the CITY. Under no condition shall CONTRACTOR make any changes to the Project, either in additions or deductions, without the written order of the CITY and the CITY shall not pay for any extra charges made by CONTRACTOR that have not been agreed upon in advance in writing by the CITY. CONTRACTOR shall submit immediately to the CITY written copies of its firm's cost or credit proposal for change in the work. Disputed work shall be performed as ordered in writing by the CITY and the proper cost or credit breakdowns therefore shall be submitted without delay by CONTRACTOR to CITY.
5.10 Liquidated Damages for Delay. The parties agree that if the total work called for under this Contract, in all parts and requirements, is not completed within the time specified in Section 5.5 herein, plus the allowance made for delays or extensions author ized under Sections 5.7, 5.8 and 5.9 herein, the CITY will sustain damage which would be extremely difficult and impractical to ascertain. The parties therefore agree that CONTRACTOR will pay to CITY the sum of Twenty Five Hundred Dollars ($2,500.00) per day for each and every calendar day during which completion of the Project is so delayed. CONTRACTOR agrees to pay such liquidated damages and further agrees that CITY may offset the amount of liquidated damages from any monies due or that may become due CONTRACTOR under the Contract.
5.11 Contract Price and Method of Payment . CITY agrees to pay and the CONTRACTOR agrees to accept as full consideration for the faithful performance of this Contract, subject to any subsequent additions or deductions as provided in approved change orders, the sum of Four Million Seven Hundred and Ninety Eight Thousand Nine Hundred and Thirty Dollars and No Cents ($ 4,798,930.00) as itemized in the bid proposal.
Progress payments shall be made to the CONTRACTOR on a monthly basis for each successive month as the work progresses. The CONTRACTOR shall be paid such sum as will bring the total payments received since the commencement of the work up to ninety-five percent (95%) of the value of the work completed, less all previous payments, provided that the CONTRACTOR submits the request for payment prior to the end of the day required to meet the payment schedule. The CITY will retain five percent (5%) of the amount of each such progress estimate and material cost until 30 days after the recordation of the Notice of Completion.
Payments shall be made on demands drawn in the manner required by law, accompanied by a certificate signed by the CITY’S Engineer, stating that the work for which payment is demanded has been performed in accordance with the terms of the Contract. Partial payments of the Contract price shall not be considered as an acceptance of any part of the work.
5.12 Substitution of Securities in Lieu of Retention of Funds . Pursuant to California Public Works Contract Code § 22300, the CONTRACTOR will be entitled to post approved securities with the CITY or an approved financial institution in order to have the CITY release funds retained by the CITY to ensure performance of the Contract. CONTRACTOR shall be required to execute an addendum to this Contract together with escrow instructions and any other documents in order to effect this substitution.
SECTION 5 - AGREEMENT (Continued)
- 66 –
5.13 Completion. Within 10 days after the contract completion date of the Project, CONTRACTOR shall file with the CITY’S Engineer its affidavit stating that all workers and persons employed, all firms supplying materials, and all subcontractors upon the Project have been paid in full, and that there are no claims outstanding against the Project for either labor or material, except those certain items, if any, to be set forth in an affidavit covering disputed claims, or items in connection with Stop Notices which have been filed under the provisions of the statutes of the State of California. CITY may require affidavits or certificates of payment and/or releases from any subcontractor, laborer or material supplier.
5.14 CONTRACTOR 's Employees Compensation
5.14.1 General Prevailing Rate . CITY has ascertained CONTRACTOR shall comply with all applicable requirements of Division 2, Part 7, Chapter 1 of the California Labor Code and all applicable federal requirements respecting the payment of prevailing wages. If there is a difference between the minimum wage rates predetermined by the Secretary of Labor and the prevailing wage rates determined by the Director of the Department of Industrial Relations (DIR) for similar classifications of labor, the CONTRACTOR and its Subcontractors shall pay not less than the higher wage rate. The DIR will not accept lower State wage rates not specifically included in the Federal minimum wage determinations. This includes "helper" (or other classifications based on hours of experience) or any other classification not appearing in the Federal Wage determinations. Where Federal wage determinations do not cont ain the State wage rate determination otherwise available for use by the CONTRACTOR and Subcontractors, the CONTRACTOR and its Subcontractors shall pay not less than the Federal Minimum wage rate which most closely approximates the duties of the employees in question."
5.14.2 Forfeiture for Violation. CONTRACTOR shall, as a penalty to the CITY, forfeit one hundred dollars ($100.00) for each calendar day or portion thereof for each worker paid (either by the CONTRACTOR or any subcontractor under it) less than the prevailing rate of per diem wages as set by the Director of Industrial Relations, in accordance with Sections 1770-1780 of the California Labor Code for the work provided for in this Contract, all in accordance with Section 1775 of the Labor Code of the State of California.
5.14.3 Apprentices. Section 1777.5, 1777.6 and 1777.7 of the Labor Code of the State of California, regarding the employment of apprentices is applicable to this Contract and the CONTRACTOR shall comply therewith; provided, however, that this requirement shall not apply if and/or to the extent that the Contract of the general CONTRACTOR, or the contracts of specialty contractor s not bidding for work through a general or prime contractor involve less than thirty thousand dollars ($30,000.00).
5.14.4 Workday. In the performance of this Contract, not more than eight (8) hours shall constitute a day's work, and CONTRACTOR shall not require more than eight (8) hours of labor in a day from any person employed by him hereunder except as provided in paragraph (5.14.2) above. CONTRACTOR shall conform to Article 3, Chapter 1, Part 7 (Sections 1810 et seq.) of the Labor Code of the State of California and shall forfeit to the CITY as a penalty, the sum of twenty-five Dollars ($25.00) for each worker employed in the execution of this Contract by CONTRACTOR or any subcontractor for each calendar day during which any worker is required or
SECTION 5 - AGREEMENT (Continued)
- 67 –
permitted to labor more than eight (8) hours in any one calendar day and forty (40) hours in any one week in violation of said Article. CONTRACTOR shall keep an accurate record showing the name and actual hours worked each calendar day and each calendar week by each worker employed by CONTRACTOR in connection with the Project.
5.14.5 Record of Wages: Inspection . CONTRACTOR agrees to maintain accurate payroll records showing the name, address, social security number, work classification, straight-time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker or other employee employed by it in connection with the Project and agrees to require that each of its subcontractors does the same. The app licable CONTRACTOR or subcontractor or its agent having authority over such matters shall certify all payroll records as accurate. CONTRACTOR further agrees that its payroll records and those of its subcontractors shall be available to the employee or emp loyee's representative, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards and shall comply with all of the provisions of Labor Code Section 1776, in general. CONTRACTOR shall comply with all of the provisions of Labor Code Section 1776, and shall submit payroll records to the Labor Commissioner pursuant to Labor Code section 1771.4(a)(3). The CONTRACTOR shall submit copies of certified payroll reports and cancelled checks for labors, every two weeks to the Engineer. Certified payroll and cancelled checks submittals are due one month after start of construction and every two weeks thereafter. If the certified payroll and cancelled checks are not submitted, the CONTRACTOR will be notified that compliance is required within five (5) working days or contract work must cease. The CITY will not be responsible for any delay or acceleration charges or any incurred costs or damages as a result of the work stoppage due to CONTRACTOR’s failure to comply. Work shall be ceased in an orderly, safe fashion with all vehicle access restored. Should this not occur, CITY will correct the deficiencies and deduct the cost from funds due to the CONTRACTOR. In addition, no progress payment shall be made until the copies of certified payroll reports and cancelled checks are submitted.
5.14.6 Contractor Registration. CONTRACTOR and its subcontractors must be registered with the California Department of Industrial Relations pursuant to Labor Code Section 1725.5. This Agreement shall not be effective until CONTRACTOR provides proof of registration to the CITY.
5.14.7 Posting of Job Site Notices. CONTRACTOR shall comply with the job site notices posting requirements established by the Labor Commissioner pursuant to Title 8, California Code o f Regulations Section 16461(e) or other regulation promulgated pursuant to Labor Code Section 1771.4(a) (2).
5.14.8 Notice of DIR Compliance Monitoring and Enforcement. Pursuant to Labor Code Section 1771.4, this Project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations.
5.15 Surety Bonds. CONTRACTOR shall, prior to entering into performance of this Agreement, furnish a performance bond, on the CITY's bond form in the amount of one hundred percent (100%) of the Contract price, to guarantee the faithful performance of the work, and a payment bond, on the CITY's form in the amount of one hundred percent (100%) of the Contract price, to guarantee payment of all claims for labor and materials furnished. Bonds
SECTION 5 - AGREEMENT (Continued)
- 68 –
submitted on any form other than the CITY's form will be rejected. The required bonds shall be from a surety licensed to do business in the State of California and with a current A.M.
Best's rating of A -, VII. This Contract shall not become effectiv e until such bonds are supplied and approved by the CITY."
5.16 Insurance.
5.16.1 COMMENCEMENT OF WORK. CONTRACTOR shall not commence work under this Agreement until all certificates and endorsements have been received and approved by the CITY. All insurance required by this Agreement shall contain a statement of obligation on the part of the carrier to notify the city of any material change, cancellation, or termination at least thirty (30) days in advance. A waiver of subrogation shall be provided by the insurer for each policy waiving subrogation against CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees, as determined by the CITY, Claims made and modified occurrence policies shall not be accepted for any policy, unless otherwise indicated. All Subcontractors shall be required to provide and maintain the same insurances as required of CONTRACTOR under this contract. CONTRACTOR shall be required to collect and maintain all required insurances from all Subcontractors.
5.16.2 CONTRACTOR is aware of the provisions of Section 3700 of the Labor Code, which requires every employer to be insured against liability for Workers’ Compensation or undertake self-insurance in accordance with the provisions of that Code, and will comply with such provisions before commencing the performance of the work of this Contract.
5.16.3 CONTRACTOR and all Subcontractors shall carry workers' compensation insurance for the protection of its employees during the progress of the work. The insurer shall waive its rights of subrogation against the CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees, as determined by the CITY, and shall issue a waiver of subrogation.
5.16.4 Before CONTRACTOR performs any work at, or prepares or delivers materials to, the site of construction, CONTRACTOR shall furnish:
Additional Insured Endorsements, ongoing and products -completed operations, for the Commercial General Liability policy , including mobile equipment and not excluding XCU and on the Contractors’ Pollution Liability policy, if available. Endorsements shall designate CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees, as determined by the CITY, as additional insureds for liability arising out of work or operations performed by or on behalf of the CONTRACTOR. CONTRACTOR shall provide to CITY proof of insurance and endorsement forms that conform to CITY’s requirements, as approved by the CITY (at least as broad as ISO Form CG 20 10, CG 11 85 or both CG 20 10, CG 20 26, CG 20 33, or CG 20 28; and CG 20 37 forms if later revisions used). Insurance companies must be acceptable to CITY and have a minimum A.M. Best Guide rating of A-, class VII or better, as approved by CITY.
SECTION 5 - AGREEMENT (Continued)
- 69 –
Contractor’s Pollution Legal Liability : Insurance companies must be acceptable to City and have a Best’s Guide Rating of A - Class VII or better, as approved by Authority. If policy is written on a claims-made form:
1) The retroactive date must be shown, and must be before the date of the contract or the beginning of contract work.
2) Insurance must be maintained and evidence of insurance must be provided for at least three (3) years after completion of the contract work. 3) If coverage is canceled or non-renewed, and not replaced with another claims-made policy with a retroactive date prior to the contract effective date, the CONTRACTOR must purchase an extended period coverage for a minimum of three (3) years after completion of the contract work. 4) A copy of the claims reporting requirements must be submitted to the CITY for review.
Automobile Liability policy and shall designate CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees, as determined by the CITY, as additional insureds for automobiles owned, leased, hired, or borrowed by the CONTRACTOR. CONTRACTOR shall provide to CITY proof of insurance and endorsement forms that conform to CITY’s requirements, as approved by the CITY. Insurance companies must be acceptable to CITY and have a minimum A.M. Best Guide rating of A-, class VII or better, as approved by CITY).
A Loss Payee Endorsement for the Course of Construction policy designating the City of Garden Grove as Loss Payee. Insurance companies must be acceptable to CITY and have a minimum A.M. Best Guide rating of A-, class VII or better, as approved by CITY.
In the event any of CONTRACTOR’S underlying policies do not meet policy limits as required here in, CONTRACTOR shall provide the schedule of underlying polices for a follows form excess liability policy, state that the excess policy follows form on the insurance certificate, and an additional i nsured endorsement for the excess liability policy designating CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees, as determined by the CITY, as additional insureds. Insurance companies must be acceptable to CITY and have a minimum A.M. Best Guide rating of A -, class VII or better, as approved by CITY.
For any claims related to this Project, the CONTRACTOR’s insura nce coverage shall be primary insurance at least as broad as ISO CG 20 01 04 13 as respects CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees, as determined by the CITY . Any insurance or self - insurance maintained by the CITY, its officers, officials, employees, agents, and volunteers for this contract and all public agencies from whom permits will be obtained and their directors, officers, agents, and employees, as determined by
SECTION 5 - AGREEMENT (Continued)
- 70 –
the CITY, shall be excess of the CONTRACTOR’s insurance and not contribute with it.
5.16.5 Before CONTRACTOR performs any work at, or prepares or delivers materials to, the site of construction, CONTRACTOR shall furnish:
CONTRACTOR shall maintain all of the foregoing insurance coverage in force until the work under this Contract is fully comp leted. The requirement for carrying the foregoing insurance shall not derogate from the provisions for indemnification of CITY by CONTRACTOR under Section 5.17 of this Contract. Notwithstanding nor diminishing the obligations of CONTRACTOR with respect t o the foregoing, CONTRACTOR shall subscribe for and maintain in full force and effect during the life of this Contract, the following insurance in amounts not less than the amounts specified and issued by a company admitted and licensed in California and having a Best's Guide Rating of A-Class VII or better:
Workers’ Compensation As required by the State of
California.
Employer’s Liability
Not less than $1,000,000 per
accident for bodily injury or disease.
Commercial General Liability
(including on-going operations, products
- completed operations, and mobile
equipment, and not excluding XCU)
Contractor’s Pollution Legal Liability
Not less than $5,000,000 per
occurrence for bodily injury,
personal injury and property
damage.
Not less than $1,000,000 per
occurrence
Automobile Liability, for all automobiles
including non-owned and hired vehicles
Not less than $2,000,000 combined
single limit for bodily injury and
property damage.
Follows Form Excess Liability
Required for any underlying policy
that does not meet the underlying
policy limits required herein.
If contractor maintains higher insurance limits than the minimums shown above, CONTRACTOR shall provide coverage for the higher limits otherwise maintained by the CONTRACTOR.
CITY or its representatives shall at all times have the right to inspect and receive a certified copy of all said policies of insurance, including certificates and endorsements at CONTRACTORS sole cost and expense. CONTRACTOR shall pay the premiums on the insurance hereinabove required.
SECTION 5 - AGREEMENT (Continued)
- 71 –
5.17 Risk and Indemnification. All work covered by this Contract done at the site of construction or in preparing or delivering materials to the site shall be at the risk of CONTRACTOR alone.
CONTRACTOR agrees to save, indemnify and keep the CITY, its Officers, Agents, Employees, Engineers, and Consultants for this Contract, and all public agencies from whom permits will be obtained and their directors, Officers, Agents and Employees harmless against any and all liability, claims, judgments, costs and demands, including demands arising from injuries or death of persons (CONTRACTOR'S employees included) and damage to property, arising directly or indirectly out of the obligations herein undertaken or out of the operations conducted by CONTRACTOR, save and except claims or litigation arising through the sole negligence or sole willful misconduct of CITY and will make good to reimburse CITY for any expenditures, including reasonable attorneys' fees CITY may incur by reason of such matters, and if requested by CITY, will defend any such suits at the sole cost and expense of CONTRACTOR.
5.18 Termination.
5.18.1 This Contract may be terminated in whole or in part in writing by the CITY for its convenience, provided that the CONTRACTOR is given (1) not less than ten (10) calendar days written notice (delivered by certified mail, return receipt requested) of intent to terminate, and (2) an opportunity for consultation with the terminating party prior to termination.
5.18.2 If termination for default or convenience is effected by the CITY, an equitable adjustment in the price provided for in this Contract shall be made, but (1) no amount shall be allowed for anticipated profit on unperformed services or other work, and (2) any payment due to the CONTRACTOR at the time of termination may be adjusted to cover any additional costs to the CITY because of the CONTRACTOR'S default.
5.18.3 Upon receipt of a termination action under paragraph (5.18.1) or (5.18.2) above, the CONTRACTOR shall (1) promptly discontinue all affected work (unless the notice directs otherwise), and (2) deliver or otherwise make available to the CITY all data, drawings, specifications, reports, estimates, summaries and such other information and materials as may have been accumulated by the CONTRACTOR in performing this Contract whether completed or in process.
5.18.4 Upon termination under paragraphs (5.18.1) and (5.18.2) above, the CITY may take over the work and may award another party an agreement to complete the work under this Contract.
5.19 Warranty. The CONTRACTOR agrees to perform all work under this Contract in accordance with the CITY’s designs, drawings and specifications.
The CONTRACTOR guarantees for a period of one (1) year from the date of the notice of completion of the work that the completed work is free from all defects due to faulty materials, equipment or workmanship and that he shall promptly make whatever adjustments or corrections which may be necessary to cure any defects, including repairs or any damage to other parts of the system resulting from such defects. The CITY shall promptly give notice to the CONTRACTOR of observed defects. In the event that the CONTRACTOR fails to make adjustments, repairs, corrections or other work made necessary by such defects, the CITY
SECTION 5 - AGREEMENT (Continued)
- 72 –
may do so and charge the CONTRACTOR the cost incurred. The performance bond shall remain in full force and effect through the guarantee period.
The CONTRACTOR'S obligations under this clause are in addition to the CONTRACTOR'S other express or implied assurances of this Contract or state law and in no way diminish any other rights that the CITY may have against the CONTRACTOR for faulty materials, equipment or work.
5.20 Attorneys' Fees. If any action at law or in equity is necessary to enforce or interpret the terms of this Contract, each shall bear its own attorneys' fees, costs and necessary disbursements.
Notwithstanding the foregoing, if any action is brought against the CONTRACTOR or any subcontractor to enforce a Stop Notice or Notice to Withhold, which named the CITY as a party to said action, the CITY shall be entitled to reasonable attorneys' fees, costs and necessary disbursements arising out of the defense of such action by the CITY. The CITY shall be entitled to deduct its costs for any Stop Notice filed, whether court action is involved or not.
5.21 Notices. Any notice required or permitted under this Contract may be given by ordinary mail at the address set forth below. Any party whose address changes shall notify the other party in writing.
TO CITY: TO CONTRACTOR:
City of Garden Grove All American Asphalt
Public Works Department Edward J. Carlson, Vice President Attention: Navin Maru or Nick Hsieh 400 E. Sixth Street 11222 Acacia Parkway Corona, CA 92879
Garden Grove, CA 92842 (951) 736 - 7600
(714) 741-5180 or 5190 (951) 736 – 7646 Fax
(714) 741-5578 Fax
[SIGNATURES ON NEXT PAGE]
SECTION 5 - AGREEMENT (Continued)
- 73 –
IN WITNESS THEREOF, these parties have executed this Construction Agreement on the day and year shown below.
Date: "CITY"
CITY OF GARDEN GROVE
By:
Scott C. Stiles
City Manager
ATTEST:
City Clerk
Date:
"CONTRACTOR"
ALL AMERICAN ASPHALT
CONTRACTOR'S State License No. 267073
(Expiration Date: 01/31/2024
CONTRACTOR'S DIR No.1000001051
Attached Copy of your DIR Certificate.
By:
Title:
Date:
APPROVED AS TO FORM:
______________________________
Garden Grove City Attorney
If CONTRACTOR is a corporation, a Corporate
Resolution and/or Corporate Seal is required.
Date___________________________
Agenda Item - 7.a.
City of Garden Grove
INTER-DEPARTMENT MEMORANDUM
To: Scott C. Stiles From: Lisa L. Kim
Dept.: City Manager Dept.: Community and Economic
Development
Subject: Second reading of Ordinance
No. 2933
Date: 5/24/2022
Attached is Ordinance No. 2933 recommended for adoption.
ATTACHMENTS:
Description Upload Date Type File Name
Ordinance 2933 5/19/2022 Ordinance 2933_GG_Ordinance_Approving_Amendment_No.A- 034-2022.docx
ORDINANCE NO. 2933
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF GARDEN GROVE APPROVING AMENDMENT NO. A-034-2022, A TEXT AMENDMENT TO CHAPTER 9.18 (MIXED USE REGULATIONS AND DEVELOPMENT STANDARDS) OF TITLE 9 OF THE CITY OF GARDEN GROVE MUNICIPAL CODE TO ESTABLISH “AUTOMOBILE FLEET STORAGE” AS A CONDITIONALLY PERMITTED USE IN THE NMU (NEIGHBORHOOD
MIXED USE) ZONE, AND TO ESTABLISH RELATED SPECIAL OPERATING
CONDITIONS AND DEVELOPMENT STANDARDS
City Attorney Summary
This Ordinance approves an amendment to Chapter 9.18 (Mixed Use Regulations and Development Standards) of Title 9 of the Municipal Code to establish "Automobile Fleet Storage" as a conditionally permitted use in the NMU (Neighborhood Mixed Use) zone, subject to specified Special Operating Conditions and Development Standards . Under the Ordinance, automobile fleet storage may only be conducted in conjunction with an existing new car dealership located within the City and on sites within the Pacific Electric / OCTA right-of-way that are not located directly adjacent to or abutting residentially zoned and developed properties. In addition, the Ordinance prohibits the loading or unloading of automobiles on-site or within the public right-of-way, as well as the storag e or maintenance of used automobiles, inoperable automobiles, or automobiles in a wrecked or dismantled condition.
THE CITY COUNCIL OF THE CITY OF GARDEN GROVE FINDS AND
DETERMINES AS FOLLOWS:
WHEREAS, Andresen Architecture, Inc., the applicant, with authorization from the property owner, Hewson/Howard G.C., LLC, has submitted a request for a zoning text amendment to allow "Automobile Fleet Storage" as a conditionally permitted use in the NMU (Neighborhood Mixed Use) zone in conjunction with an existing new car dealership located within the City of Garden Grove;
WHEREAS, proposed Amendment No. A-034-2022 would amend Chapter 9.18 (Mixed Use Regulations and Development Standards) of Title 9 of the Municipal Code to establish "Automobile Fleet Storage" as a conditionally permitted use in the NMU (Neighborhood Mixed Use) zone, and to establish Special Operatin g Conditions and Development Standards;
WHEREAS, pursuant to the California Environmental Quality Act, California Public Resources Code Section 21000 et seq. ("CEQA") and CEQA's implementing guidelines, California Code of Regulations, Title 14, Section 15000 et seq. , the proposed project is categorically exempt from CEQA pursuant to Section 15301, Existing Facilities, and Section 15061(b)(3), Common Sense, of the CEQA Guidelines;
Garden Grove City Council
Ordinance No. 2933
WHEREAS, the Planning Commission, at a Public Hearing held on April 7, 2022, adopted Resolution No. 6038-22 recommending that the City Council approve Amendment No. A-034-2022;
WHEREAS, pursuant to a legal notice, a Public Hearing was held by the City Council on (TBD), and all interested persons were given an opportunity to be heard;
WHEREAS, the City Council gave due and careful consideration to the matter during its meeting of (TBD); and
WHEREAS, the City Council of the City of Garden Grove hereby makes the following findings regarding Amendment No. A-034-2022:
A. The proposed Amendment is internally consistent with the goals, policies, and elements of the General Plan.
Under the proposed Amendment No. A-034-2022, text amendments to Chapter 9.18 (Mixed Use Regulations and Development Standards) of Title 9 of the Municipal Code would establish "Automobile Fleet Storage" as a conditionally permitted use in the NMU zone, subject to certain Special Operating Conditions and Development Standards for said use.
Policy LU-2.1 of the General Plan Land Use Element strives to protect residential areas from the effects of potentially incompatible uses and provides that, where new commercial or industrial development is allowed adjacent to residentially zoned districts, standards for circulation, noise, setbacks, buffer areas, landscaping and architecture, which ensure compatibility between the uses , should be maintained .
Special Operating Conditions and Development Standards established through the proposed amendment, as well as site specific Conditions of Approval required through the Site Plan and Conditional Use Permit process, will mitigate any potential impacts to nearby uses . Standards and requirements imposed through the proposed Amendment include, but are not limited to, the following: automobile fleet storage may only be conducted in conjunction with an existing new car dealership located within the City; automobile fleet st orage shall only be permitted on sites located within the Pacific Electric / OCTA right -of-way; automobile fleet storage uses shall not be located directly adjacent to or abutting residentially zoned and developed properties; automobile fleet storage uses will only be permitted to store new automobiles and will be prohibited from storing used, inoperable, or wrecked/dismantled automobiles; automobile fleet storage lots must be secured by a perimeter fence; minimum setbacks of 15 feet (15’ -0”) will be required from any public right-of-way, with enhanced landscaping to buffer the lot from surrounding uses; and loading or unloading of automobiles (e.g., via semi -truck) will not be permitted on-site or within any public right-of-way.
Policy LU-2.4 of the General Plan Land Use Element strives to assure that the type and intensity of land use shall be consistent with that of the immediate neighborhood.
Special Operating Conditions and Development Standards, as well as site specific
Garden Grove City Council
Ordinance No. 2933
Conditions of Approval require d through the Site Plan and Conditional Use Permit process, will mitigate any potential impacts to nearby uses and ensure that automobile fleet storage uses will be designed in a manner that maintains consistency with the type and intensity of existing land uses in the immediate neighborhood area.
Policy LU-4.5 of the General Plan Land Use Element requires that commercial and industrial developments adjoining residential uses be adequately screened and buffered from residential areas. The Special Operating Conditions and Development Standards established through the proposed amendment would prohibit automobile fleet storage uses in the NMU zone from being located directly adjacent to residentially zoned and developed properties, would require perimeter fen cing, and would require a minimum 15-foot landscaped setback from any property line.
B. The proposed Amendment will promote public interest, health, safety, and welfare by establishing Special Operating Conditions and Development Standards and requiring the approval of a Site Plan and Conditional Use Permit for any proposed automobile fleet storage lot. The Special Operating Conditions and Development Standards, as well as site specific Conditions of Approval required through the Site Plan and Conditional Use Permit process, will collectively mitigate any potential impacts to nearby uses . Standards and requirements established through the proposed Amendment include, but are not limited to, the following: automobile fleet storage may only be conducted in conjunction with an existing new car dealership located within the City; automobile fleet storage shall only be permitted on sites located within the Pacific Electric / OCTA right-of-way; automobile fleet storage uses shall not be located directly adjacent to or abutting residentially zoned and developed properties; automobile fleet storage uses will only be permitted to store new automobiles and will be prohibited from storing used, inoperable, or wrecked/dismantled automobiles; automobile fleet storage lots must be secured by a perimeter fence; minimum setbacks of 15 feet (15’ -0”) will be required from any public right-of-way with enhanced landscaping to buffer the lot from surrounding uses; and loading or unloading of automobiles (e.g., via semi -truck) wi ll not be permitted on-site or within any public right-of-way.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF GARDEN GROVE DOES ORDAIN AS FOLLOWS:
Section 1. The above recitals are true and correct.
Section 2. The facts and reasons stated in Planning Commission Resolution No. 6038-22 recommending approval of Amendment No. A-034-2022, a copy of which is on file in the Office of the City Clerk, are hereby incorporated herein by reference with the same force and effect as if set forth in full.
Section 3. Amendment No. A-034-2022 is hereby approved.
Section 4. Table 9.18-1, “Use Regulations for the Mixed Use Zones”, set forth in Section 9.18.020 (Uses Permitted) of Chapter 9.18 (Mixed Use Regulations and
Garden Grove City Council
Ordinance No. 2933
Development Standards) of Title 9 of the Municipal Code is amended as follows to establish "Automobile Fleet Storage" as a conditionally permitted use in the NMU (Neighborhood Mixed Use) zone (deletions shown in strikethrough, additions shown in bold-italics-underline):
Permitted Uses GGMU-
1, -2, -3
CC-1 CC-2 CC-3 CC-
OS
NMU AR Additional
Regulations and
Comments
… … … … … … … … …
Industrial
… … … … … … … … …
Transit/Transportation
Automobile Fleet Storage [-] [-] [-] [-] [-] C [-] See Section
9.18.030.075
(Automobile Fleet
Storage).
Helistop C [-] [-] C [-] [-] [-] In the CC-3 zone,
permitted in
association only with
a public use.
Section 5. Subdivision 9.18.030.075 is hereby added to Section 9.18.030 (Specific Uses - Special Operating Conditions and Development Standards) of Chapter
9.18 (Mixed Use Regulations and Development Standards) of Title 9 of the Garden Grove Municipal Code to read as follows:
“9.18.030.075 Automobile Fleet Storage
Automobile fleet storage shall be conducted only in conjunction with an existing new car dealership located within the City and shall be subject to the following conditions:
A. Automobile fleet storage shall only be permitted on sites zoned NMU (Neighborhood Mixed Use) that are also within the Pacific Electric/OCTA (Orange County Transportation Authority) Right-of-Way.
B. Automobile fleet storage shall not be located directly a djacent to, or abutting, residentially zoned and developed properties.
C. A Site Plan and Conditional Use Permit shall be required, pursuant to Municipal Code Section 9.32.030.
D. On-site vehicle storage or maintenance shall be limited to new automobiles. There shall be no storing or maintaining of used automobiles, inoperable automobiles, or automobiles in a wrecked or dismantled condition.
E. The automobile fleet storage lot shall be secured by a perimeter fence or wall with a minimum height of six feet, but not to exceed eight feet, and
Garden Grove City Council
Ordinance No. 2933
shall also include a vehicular access gate(s) providing access to a public street(s). Site access, for vehicular ingress and egress, shall be limited to principal, major, primary, or secondary arterial streets, as identified in the City’s Master Plan of Streets and Highways. There shall be no access to residential streets or adjacent properties. The perimeter fence/wall and the location of any vehicular access gate(s) shall be subject to review and approval by the Planning Division and the Public Works Department, Engineering Division. Perimeter fencing shall not include the use of barbed wire, “Constantine” wire, razor wire, or other similar fence treatment that is visible from the public street or located on t op of the fence.
F. The perimeter fence or wall for the site shall maintain a minimum setback of 15 feet to any property line (as measured from the ultimate right-of-way) along a public street. All required setbacks shall be fully landscaped with autom atic irrigation and shall comply with the City’s Water Efficiency Ordinance, pursuant to Municipal Code Section
9.18.120.020, Water Efficiency Requirements. All landscaped areas, within required setbacks, shall be planted with an effective combination of trees, grass berms, ground cover, lawn, shrubbery, and/or approved dry decorative landscaping material.
G. All on -site lighting shall comply with the City’s lighting standards, pursuant to Municipal Code Section 9.18.140.070, Parking Design Standards.
H. No site signage shall be permitted.
I. There shall be no loading or unloading of automobiles (e.g., via semi - truck) on-site or within any public right -of-way. All automobiles that access the automobile fleet storage lot shall be driven individuall y by authorized employees of the new car dealership, within the City of Garden Grove, that the lot is serving.
J. All parking spaces, driveways and maneuvering areas shall be fully paved and maintained with asphalt, concrete , or other City approved material.”
Section 6. Severability. If any section, subsection, subdivision, sentence, clause, phrase, word, or portion of this Ordinance is, for any reason, held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this Ordinance. The City Council hereby declares that it would have adopted this Ordinance and each section, subsection, subdivision, sentence, clause, phrase, word, or portion thereof, irrespective of the fact that any one or more sections, subsections, subdivisions, sentences, clauses, phrases, words, or portions thereof be declared invalid or unconstitutional.