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TABLE OF CONTENTS
Prepared for:
City of Fontana
8353 Sierra Avenue
Fontana, CA 92335
Contact: Sid Lambert
Phone: (909) 350-7600
Email: [email protected]
Prepared by:
TKE Engineering, Inc.
2305 Chicago Avenue
Riverside, CA 92507
Contact: Terry Renner, P.E., Q.S.D., Senior Vice President Phone: (951) 680-0440
Fax:(951) 680-0490
Email: [email protected]
TABLE OF CONTENTS
Technical Proposal
1. Firm Profile
2. Point of Contact
3. Work Plan
4. Proposed Project Team
5. Schedule
6. References
Cost Proposal (submitted separately)
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Request for Proposal | Design Services for Courtplace Housing Development Project (Infrastructure Improvements) | SQ-87-DE-19-58
City of Fontana
TECHNICAL PROPOSAL
1. FIRM PROFILE
TKE Engineering, Inc. (TKE), has extensive experience with an excellent reputation in both the design and construction support of drainage improvement facilities, including
associated drainage anal ysis, grading, conveyance, as well as improvement restoration. TKE is currently working on several drainage analysis, storm drain and basin design, street design and sewer design project s with various cities throughout the Inland Empire that are nearly identical in scope.
TKE was established in 2000, and in the last twenty-three years has developed into one of Southern California’s premier full - service consulting engineering firms. TKE is a California Corporation and our headquarter office is located in a business owned 7,000 square foot office build ing at 2305 Chicago Avenue, Riverside, CA 92507. TKE currently maintains a staff of 46 engineers, surveyors, inspectors, drafters and clerical personnel.
2. POINT OF CONTACT
Terry Renner P.E., L.S., Q.S.D., Senior Vice President
Address: 2305 Chicago Avenue, Riverside, CA 92507
Phone: 951.680.0440
Fax Number: 951.680.0490
Email: [email protected]
AUTHORIZATION
TKE’s Senior Vice President, Terry Renner P.E., L.S., Q.S.D. is authorized to bind the firm and the proposal is valid for ninety (90) days.
Terry’s signature (below) binds this proposal on behalf of TKE Engineering, Inc.
INSURANCE
TKE will comply with the City of Fontana’s standard contract and insurance requirements. TKE holds no exceptions to the standard contract and/or the city’s insurance requirement.
TKE will provide insurance certificates prior to contract execution.
Location of Office
TKE Engineering, Inc.’s main office is located
at 2305 Chicago Avenue Riverside, CA 92507
Years in Business
TKE was founded in 2000 and has 23 years
of experience in providing survey support
services for Municipalities.
Company Structure
TKE is a California Corporation founded in
June 2000. TKE is not a subsidiary. California
Business License Number: 00109901
DIR NUMBER PWCR #1000019851
Firm Owners
Michael Thornton, P.E., P.L.S., M.S. –
President
Terry Renner, P.E., L.S., Q.S.D. –
Senior Vice President
Steve Ledbetter, P.E. – Vice President
Size of Organization
46 Professional Surveyors, Engineers,
Project and Construction Managers,
Inspectors, Designers, Plan Checkers, &
Support Staff
City/District Surveyor
TKE serves as the City/District Surveyor in 7
Cities/Districts in Southern California,
including 4 in San Bernardino County
Drainage and Street Experience
TKE has provided more than 50 designs on
drainage, basins, streets and sewer projects
for the City of Fontana over the past 23
years.
City of Fontana’s
Point of Contact
Terry Renner, P.E., L.S., Q.S.D. –
Senior Vice President
Phone: (951) 680-0440
Email: [email protected]
TKE Engineering Inc. AT A GLANCE
TKE Engineering, Inc.
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Request for Proposal | Design Services for Courtplace Housing Development Project (Infrastructure Improvements) | SQ-87-DE-19-58
City of Fontana
TECHNICAL PROPOSAL
ADDENDUM
TKE is in receipt of Addendum No.1 on July 12, 2023.
3. WORK PLAN
PROJECT UNDERSTANDING
The City of Fontana (City) is seeking qualified Civil Engineering firms to provide Engineering Services for the Development of Plans, Specifications, and Estimates, and other Engineeri ng Services for the Courtplace Housing Development Project (Infrastructure Improvements).
TKE has reviewed the preliminary plans and has experience on past projects with the existing basin site and the storm drain pipes which convey drainage to the basin. Our history in the City and with the project area provides us with the experience and knowledge to provide street, sewer, storm drain, signing and striping, detention basin, retaining wall(s), and backfill of the remaining portion of the existing basin.
PROJECT APPROACH
Our approach to your project, recognizing that both schedule and budget are of primary concern, dictates that design decisions must be made quickly and carefully. When this is coupled with the various constraints present, it is critical t hat the City choose a consultant with a proven track record of delivering. With a familiar team of senior level design professionals, TKE is the right choice for this project.
With a project of this type, our experience tells us that there has to be a proa ctive approach to completing the work. This includes early identification of critical design elements and accurate cost estimating throughout the entire process . In preparing this proposal, our team established key issues so we can “hit the ground running” to make this a successful project for the City.
CRITICAL ISSUES
FLOOD PROTECTION
For a project of this type where a flood control basin in being reduced in size, m aintenance of flood protection is one of the project’s primary objectives. It can be accomplished in various ways and basin routing will be a critical aspect . TKE will consider review the proposed basin properties and ensure flood routing analysis shows that storm runoff from a multiday storm system will be safely conveyed through the basin. W e will review basin configuration alternatives as well to determine the most cost effective project alternative that achieves project requirements and project funding objectives.
UTILITIES
For pipeline projects, construction contract change orders are primarily attributable to inaccurate plotting of utility interferences or due to unknown utilities. Comprehensive utility research together with design potholing of critical utility interferences and potholing of all critical interferences prior to construction by the project contractor , will ensure that contract change orders will be significantly reduced or even eliminated. It is anticipated that numerous underground utilities will be encoun tered in street intersections that are located throughout the project. TKE will identify existing larger and gravity facilities, as well as, project connections, as critical and request excavat ion of them to verify both horizontal and vertical alignments. In addition, we will request that at connections, existing pipeline materials and condition be noted to properly design each connection and pipeline
abandonments. Again, to avoid potential change o rders, detailed connection and abandonment designs will be
included.
TRAFFIC CONTROL
Traffic impacts created by construction of the pipelines and street improvements must be mitigated to the maximum
extent practicable. Access to resident’s and commercial properties must be maintained at all times. When considering pipeline alignments and street improvements, construction traffic control, property assessment, utility and mail services and emergency vehicle access needs to be considered. Once the alignments are selected, traffic control design needs to be prepared to ensure safe and convenient vehicular and
pedestrian mobility during construction operations. We have extensive experience in construction traffic control plan preparation and we are intimately familiar with the, CATTCH, WATCH, Caltrans, and MUTCD requirements. We will also
review existing pavement conditions to determine if poor conditions may result in the potential for additional pavement removal and replacement during trench repair.
SCOPE OF WORK
TKE will provide project management and design services in three progressive phases, 60% Level Completion, 90% Level Completion and 100% Level Completion. TKE’s scope of
services is presented in the following paragraphs:
T ASK N O . 1 . P ROJECT M ANAGE MENT
TKE’s Project Manager will be responsible for the entire project team. He will attend all meetings, prepare agendas and corresponding meeting minutes together with collection of signatures for meeting attendees (sign-in sheets). He will meet with the City at appropriate times and will meet as needed with agencies, residents, property owners, and utilities in addition Page | 3
Request for Proposal | Design Services for Courtplace Housing Development Project (Infrastructure Improvements) | SQ-87-DE-19-58
City of Fontana
TECHNICAL PROPOSAL
to the meetings presented below. He will also update the project budget and schedule prior to each City meeting for discussion with staff.
Deliverables: Agendas, Meeting Minutes, Exhibits, and Project Progress, Schedule and Budget Updates
T ASK N O . 2 . I NI TIAL ‘ K ICK O FF ’ M EETING
Prior to commencement of services, we propose to meet City staff to review project obligations and to discuss all pr oject requirements in detail. TKE’s Project Manager and \ Engineer will attend the meeting to determine project protocol and obtain City record drawings.
Deliverables: Agenda, Minutes, and Distribution to all Entities T ASK N O . 3 . R ECORD S R ESEARCH
We will thoroughly research existing utility records and acquire copies of all available records. The purpose of the records research is to assemble survey records to establish locations of street centerlines, street rights -of-way, and easements and determine locations of all existing utilities and improvements.
The research will consist of assembling copies of assessors’ maps, tract maps, parcel maps, easement documents,
monument ties, benchmark data, corner records, street and storm drain improvement pl ans, and utility drawings. We will request the City provide copies of available pertinent City records, such as survey ties, benchmarks, and street, sewer and storm drain improvement plans.
We will notify Underground Service Alert to acquire a complete list of underground utility purveyors. The utility drawings will
include existing drawings from the City, and drawings and/or atlas maps from all private utility companies, and/or agencies.
We will confer and coordinate with the following agencies as well as any additional agencies listed in the Underground Service Alert:
Δ Fontana Water Company
Δ Marygold Mutual Water Company
Δ Verizon Telephone
Δ AT&T and PacBell
Δ Sprint
Δ Southern California Gas Co.
Δ Southern California Edison
Δ Time Warner Cable Television
We will send first utility notice letters to all listed utility companies and agencies requesting their data. We will
maintain copies of the letters and correspondence for future reference. We shall also provide the City with a complete copy of all correspondence with all utility companies.
Deliverables: Record Data and Utility Information
T ASK N O . 4 . D ESIGN S URVEY
TKE will conduct a conventional design survey of the sidewalk and ramp construction project areas due to the level of detail needed for precise grading design. Our field survey crews will collect appropriate detail as required to prepare a topographic map for all areas where grading improvements are required.
The topographic map shall be a minimum of 120-feet wide and shall extend 100-feet beyond end of centerline. In addition, we will collect 50-foot cross sections with shots extending to right- of-way a nd 10 -feet beyond right -of-way on each side where possible. Survey data will include trees over 2- inches in diameter, buildings, walkways, sidewalks, driveways, curbs, gutters, cross gutters, fire hydrants, water valves, manholes, water meters, signs, str eet lights, power poles, fences, structure, traffic signal poles and all other visible features.
Our crews will set 100 -foot stationing along street centerlines and collect existing topography as needed to provide sufficient level of detail for precise d esign. The crew will also measure invert, top of cone and rim elevations for all existing manholes in the project area and invert and rim elevations for all drainage facilities. The crew will set temporary benchmarks within the project limits and each will be shown on the drawings.
Deliverables: Ground Topography, Utilities and Data in ASCII Format with Description Codes.
T ASK N O . 5 T OPOGRAPHIC M AP / S URVEY
C ONTROL P LAN
We will prepare a topographic map for the entire reach of sidewalk replacement and ramp construction areas. The
topographic map shall be prepared in AutoCAD format at
1”=40’ scale and shall include 1 foot contours. For areas of striping improvements only a topographic survey will not be performed
A survey control plan shall be prepared and shall show all existing found monumentation, benchmarks, ties and
temporary control points. All found monumentation will include descriptions and tie-out information.
The survey control plan will be provided to the City in hard copy (mylar) and digital (AutoCAD and PDF) formats.
Deliverables: Topographic Mapping.
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Request for Proposal | Design Services for Courtplace Housing Development Project (Infrastructure Improvements) | SQ-87-DE-19-58
City of Fontana
TECHNICAL PROPOSAL
T ASK N O . 6 BASE CONSTRUCTION
DRAWINGS
We will prepare the base construction drawings on 24” by 36” sheets with the City’s standard title block using AutoCAD 2020 software, at a drawing scale of 1”=40’. The base construction drawings will include a plan view based on the accumulated conventional survey data. We will add the sheet north arrow, graphic scale, existing improvements and utilities (based on both assembled records and field data), property lines, public and private right -of-way, easement areas, assessor parcel numbers, street center line, street names, building locations, water service location; sewer manhole lids and water valve lids; cross gutters; driveways, pedestrian ramps; traffic stripes and legends; curb returns; details of private improvements, fences, gates, irrigation systems, mailboxes, trees and landscaping, and survey data to the drawings. Once the base drawings are complete, we will perform a careful field review to ensure all underground facilities are shown correctly.
Deliverables: Base Construction Drawings in Plan View
T ASK N O . 7 . C OMPOSITE U TILITY P LAN
TKE will prepare a composite utility plan which identifies all existing utilities within the proposed right -of-way and all utilities affected by the proposed street and storm drain improvements and requiring relocation. The plan shall show all above and below ground utilities including all laterals. The utility plan will be for City use in coordinating with utility companies.
For all facilities to be potholed, we propose to verify the horizontal and vertical alignments by locating the facilities. will request that Underground Service Alert (USA) notify USA members to attend a field meeting to review locations to be excavated. We will mark critical utility locations as defined by TKE and approved by City staff in the field.
We will conduct a field meeting to request that utility representatives mark their facilities within specified locations.
We will document meeting attendees for future reference.
TKE’s subconsultant, C Below will excavate each utility. We will measure all utilities that are excavated to record their horizontal and vertical alignments.
Deliverables: Utility Plan
T ASK N O . 8 ENVIRONMENTAL COMPLIANCE
TKE will provide assistance to the City’s environmental compliance staff for the proposed project. TKE will assist with exhibit preparation and other as needed services for obtaining the required environmental compliance documents and
establishing appropriate mitigation factors.
Deliverables: Environmental Compliance Assistance
T ASK N O . 9. G EOTECHNICAL R EPORT
TKE’s subconsultant, Aragón Geotechnical, Inc. (AGI) will prepare one preliminary written report with subsections documenting the limited investigatio n findings, conclusions, opinions, and construction alternatives for infrastructure and site mass grading. Sample grading specifications will be assembled. Existing Juniper Avenue and Sierra Avenue
pavement sections will be compared to City of Fontana
standard designs and City- issued traffic indices to arrive at repair or replacement options. Foundation -zone preparation criteria for the Sierra Avenue VCP sewer main will be
presented. Recommendations for excavation slopes and trench shoring methods, backfill s, concrete mixes, and any special dewatering requirements are expected. Four bound client copies and an electronic PDF file will include appendices with graphical boring logs, summaries of laboratory test standards and our obtained results, and map exhibi ts depicting our soil boring locations.
Δ Drilling, sampling and logging of necessary borings for evaluation of street structural section. AGI will notify Underground Service Alert and will provide necessary
traffic control for the field operations. The borings will be drilled to a depth of at least five feet. The asphalt pavement thickness and base thickness will be noted
during the boring operations.
Δ Design of pavement structural section using City
provided traffic indices. The pavement will be
designed for the larger of the two indices plus one
point.
Δ Laboratory testing of representative soil samples to
evaluate in-situ moisture content , density tests, max
density and optimum tests, sieve analysis, R -value,
direct shear tests, consolidation and collapse tests and percolation test of the on-site soils.
Δ Data compilation and geotechnical analysis of existing geotechnical maps, reports, and field and laboratory
data to provide recommendations for pavement
design. Analysis will include recommendations for
new pavement section alternatives, based on the
traffic indices and R value testing.
Δ Preparation of a report presenting their findings,
conclusions and recommendations pertaining to
design, compaction requirements, and subgrade
preparation for each street. In addition, the report
will provide recommendati ons for asphalt pavement
recycling and other recommendations for
rehabilitative repair strategies. The report will include Page | 5
Request for Proposal | Design Services for Courtplace Housing Development Project (Infrastructure Improvements) | SQ-87-DE-19-58
City of Fontana
TECHNICAL PROPOSAL
a scale plan showing locations and identifications of all borings and other geotechnical information.
Deliverables: Preliminary repo rt documenting limited
investigation findings, conclusions, opinions, and construction alternatives for infrastructure and site mass grading. Sample grading specifications will be assembled.
T ASK N O . 10. 60% D ESIGN
60% Design will include preparation geome tric roadway
improvement exhibits, preliminary construction drawings, preliminary technical specifications, preliminary construction estimates, and completed geotechnical report.
Construction drawings will show proposed street geometrics including locati ons of proposed asphalt concrete pavement, curb and gutters, sidewalk, ramps, drive approaches, and bike lanes. In addition, preliminary street and sidewalk grades will be prepared to establish project grading requirements.
Proposed improvements will be designed in accordance with the City’s current street design standards and specifications.
The proposed improvements will be designed to minimize
removals, grading and earthwork.
For the drawings, we will prepare a title sheet, construction notes sheet, demolition sheets, plan/profile sheets, grading sheets, signing and striping sheets, and necessary detail sheets.
The title sheet shall include the title of the job, a vicinity map showing the City in relationship to surrounding communities, a location map showing the project limits, a list of abbreviations used, benchmark data, general notes, construction notes and quantities, an index for the drawings, list of utilities with phone numbers, and references on the City’s standard title block.
The construct ion note sheet will show general construction notes and project specific requirements.
The demolition sheet will show existing improvement
demolition including limits of pavement removal, saw cutting locations and limits and concrete cross gutters and cu rbs, if required. In addition, the plan will specify relocation of private improvements such as mailboxes fences, drive approaches, etc. as required.
Plan/profile sheets will show proposed improvements at
1”=40’ scale including curb and gutter, sidewalk , ramps, driveways, pavement limits, existing utility relocations, water service relocations, and manhole, valve, and vault cover grade adjustments. For the profile portion of the drawings, we will show existing and proposed pavement elevations at centerline top of curb and centerline with appropriate design data. The construction details will include connections and abandonment details, all at appropriate drawing scales.
The storm drain and sewer sheet s will show plan view
topographic data, existing impro vements and utilities, centerline control, proposed storm drain, manholes, catch basins, laterals and pavement to be replaced as a result of the construction. The profile (at a drawing scale of 1”=40’ horizontal and 1”=4’ vertical) will show existing ground surface over the proposed pipeline, pipeline flow line, top of
pipe,
utility crossings, slopes, length of pipe, manholes, catch basins, and special bedding requirements.
The basin sheets will show all required grading, slope
protection, Rip -rap, headwal ls, wingwalls, spillways, and any other information required for basin and inlet/outlet
construction. We will also include all structural calculations required for any applicable reinforced concrete structures that cannot be constructed using standard plans.
The signing and striping sheets will include all required pavement markings, lane stripes and signage in accordance with the MUTCD, California supplement and all other
applicable City requirements, for the project limits. The sheets will be prepared at 1” =40’ scale and include full geometrical layouts at each intersection.
For the specifications, we will amend the City Standards Technical Provisions as required for the projects. The construction specifications will be prepared in Microsoft Word (2020 Version) format in accordance with City standards.
In addition, we will prepare quantity estimates for all proposed improvements prepared using an excel spreadsheet showing an itemized construction cost breakdown. Descriptions of work, unit prices, and quanti ties will be included in the spreadsheet.
Deliverables: 60% Design Sheets
T ASK N O . 1 1. C OORDINATION WITH
A GENCIES U TILITIES / P ERMITTING
After 60% design is complete, plans will be sent to agencies having facilities in the project areas requesting that they verify their facilities are shown correctly and that they furnish any construction requirements they desire. We will highlight each agency’s facilities and advise each of potential conflicts and relocation requirements. We will request that they respond within two weeks and we will follow up with telephone calls to confirm all agency requirements have been incorporated. We Page | 6
Request for Proposal | Design Services for Courtplace Housing Development Project (Infrastructure Improvements) | SQ-87-DE-19-58
City of Fontana
TECHNICAL PROPOSAL
will document all conferences with utilities and agencies and copy the City via e-mail.
TKE will prepare permit applications w ith Caltrans necessary for approval of the project construction. TKE will coordinate with Caltrans to address any comments or concerns and track the permit process throughout approval.
Deliverables: Utility Coordination Matrix/ Permit Application T ASK N O . 1 2. 60% D ESIGN R EVIEW
M EETINGS
After the City has completed its review, we will meet with City staff to acquire Staff’s comments.
Deliverables: Meeting Agenda, Minutes and Final Design
Approval
T ASK N O . 1 3. 90% D ESIGN
90% design will include incorporation of City comments, final street, storm drain, and sewer design, and signing and striping plans. We will verify that the project will comply with ADA design requirements and that adequate drainage will be
achieved. 90% Design will be submitted with a project
summary memorandum together with updated project
specifications and estimates.
Deliverables: 90% Design Sheets
T ASK N O . 1 4. 90% D ESIGN R EVIEW
M EETINGS
After the City has completed its review, we will meet with City staff to acquire Staff’s comments.
Deliverables: Meeting Agenda, Minutes and Final Design
Approval
T ASK N O . 1 5. 100% D ESIGN
100% design will include incorporation of City comments, final plans, specifications, and estimates, ready for public bidding.
Final documents will incl ude mylars and hard copy
specifications with signatures and electronic copies of final documents.
100% Design will be submitted with a project summary
memorandum together with an updated project schedule,
additional stakeholder meeting summary, and inter nal plan review documentation.
Deliverables: One (1) Full -Size Mylar of 100% Drawings; Hard Copy of Specifications and Estimate, Electronic Files of Final Plans, Specifications and Estimate
T ASK N O . 1 6 F INAL C OORDINATION WITH
A GENCIES / U TILITIES
After the final drawings are approved by the City, we will again submit them to all agencies/utilities having underground facilities in the project area requesting that they verify their facilities are shown correctly and we will advise them of the project construction schedule and relocation requirements. In addition, we will coordinate final relocation construction prior to project bidding. We will document all meetings and conferences with utilities and agencies.
Deliverables: Utility Coordination Matrix
T ASK N O . 1 7 . A SSISTANCE D URING
B IDDING
Upon request, TKE shall post final documents to plan rooms and assist the City with responses to requests for information, addendum preparation, and design changes during
construction. TKE will review RFI’s and RFC’s and assist the City with preparing a response as requested. In addition, TKE will perform periodic field reviews, as requested by the City, to review the construction progress and quality of work.
Deliverables: Tabulated Response to RFI’s, Addendums, as Necessary
T ASK N O . 1 8 . P REPARATION OF A S - B UILT
D RAWINGS
Upon receipt of redlined drawings, TKE will prepare a complete set of signed and stamped record drawings, which will reflect the improvements as constructed; any changes made during project construction. Said record drawings will be based on data furnished by the public agencies, the contractor, and the City.
Deliverables: Furnish a Complete Set of Revised Original Record Drawings
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Request for Proposal | Design Services for Courtplace Housing Development Project (Infrastructure Improvements) | SQ-87-DE-19-58
City of Fontana
TECHNICAL PROPOSAL
Principal-In-Charge
Terry Renner, P.E., L.S., Q.S.D.
TKE Engineering Inc.
Senior Surveyor
Ron Musser, P.L.S.
TKE Engineering Inc.
Project Manager
Octavio Parada
TKE Engineering Inc.
Project Engineer
Brian Wolfe, P.E.
TKE Engineering Inc.
4. PROPOSED PROJECT
TEAM
SUPPORT TEAM
(40+ Members)
Michael P. Thornton P.E., P.L.S. | President Steve Nix, P.E., P.L.S. | Senior Engineer Steve Ledbeter, P.E. | Vice President Jus�n Schlaefli, P.E., T.E., PTOE | Traffic Engineer Michelle Arellano, P.E. | Senior Plan Check Engineer Marvin Lara, E.I.T. | Associate Engineer Steve Duket | Managing Director Development Services Shelby Kelley, E.I.T. | Associate Engineer Bret Enscoe | Survey Party Chief Daniel Melero, E.I.T. | Associate Engineer Mycal Batla | Survey Chance Renner, EIT | Associate Engineer Nelson Blackwell, CPII | Senior Construction Inspector Metehan Gumustekin, EIT | Associate Engineer Jeff Lantosh, CPII | Senior Construction Inspector Travis Bradshaw, EIT | Associate Engineer Brad Enscoe | Senior Public Works Inspector Jose Mar�nez | Associate Engineer Jeffrey Lynn | Senior Public Works Inspector Alex Estepa | Associate Engineer Michael Counce | Senior Public Works Inspector Jose Hernandez | Associate Engineer Naeem Dulloo | Senior Public Works Inspector Jayden Renner | Engineering Technician Tyler Ault | Senior Construction Inspector Emmanuel Perez, E.I.T. | Engineering Technician Patrick Palafox | Senior Construction Inspector Brian Chu | Assistant Engineer Brian McDuffie | Senior Public Works Inspector Michelle Sells | Accounting/Office Manager Stephen Bisco� | Senior Public Works Inspector Deana Vilches | Clerical Tony Tran| Senior Public Works Inspector Tracey McLoughlin | Clerical Ralph Mar�nez | Senior Public Works Inspector Jeannete Barlow | Clerical Jennifer Cioffi, P.E. | Project Manager Britany Simmons | Proposal Coordinator Monae Pugh | Traffic Engineer Specialist Genesi Lozano | Proposal Coordinator
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Request for Proposal | Design Services for Courtplace Housing Development Project (Infrastructure Improvements) | SQ-87-DE-19-58
City of Fontana
TECHNICAL PROPOSAL
5. SCHEDULE
TKE is prepared to commit to the project schedule as outlined below.
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Request for Proposal | Design Services for Courtplace Housing Development Project (Infrastructure Improvements) | SQ-87-DE-19-58
City of Fontana
TECHNICAL PROPOSAL
6. REFERENCES
CALIMESA CREEK STORM DRAIN
City of Calimesa , CA
Client Contact: Will Kolbow
Phone Number: 909-795-9801
Email: [email protected]
Project Cost: $9.8M
Completion Date: On-Going
DESCRIPTION
TKE provides pre -project planning, development, preliminary engineering, hydrology, and hydraulics, project grant writing, environmental compliance, state and federal funding coordination. The Calimesa Creek Storm Drain Improvements Project scope of work includes the design of 1,700 linear feet of 78” storm drain pipe, natural low flow drainage creek improvements, and associated inlet/outlet facilities for 100-Year flood conveyance storm drain protection.
SERVICES
Services include pre-project planning, development, preliminary engineering, hydrology and hydraulics, design, project grant writing, environmental compliance, state and federal funding coordination, grant administration, utility relocation coordination, right-of-way acquisition and permitting.
KEY STAFF
Michael P. Thornton, P.E., L.S., Terry Renner, P.E., L.S., Q.S.D., Ron Musser, P.L.S., Steven Ledbetter, P.E., Octavio Parada
SIERRA AVENUE WIDENING PROJECT
City of Fontana , CA
Client Contact: Phil Burum
Phone Number: 909-350-6727
Email: [email protected]
Project Cost: $11.3
Completion Date: Current
DESCRIPTION
The Sierra Avenue widening improvements project is approximately 1 mile of widening for the City’s primary north- south arterial street widening the roadway from 4 lanes to 6 lanes. The project includes street widening, raised landscape median, new sewer main installation, traffic signal installation and modifications, traffic signal interconnect and fiber optic cable installation, and extensive utility coordination for water main replacement, Rule 20A and Rule 20B undergrounding work. The project also includes right -of-way acquisition for 76 parcels, traffic analysis, review of construction plans, coordination with project design consultants, construction management and construction staking services. TKE represents the City with other agencies, represented engineering with the City’s management personnel and other meetings, managed engineering budgets and project schedules.
SERVICES
Services include design, topographic survey, right-of-way engineering and acquisition, roadway safety analysis, preparation of exhibits, cost estimates, utility coordination, construction management, and construction staking.
KEY STAFF
Michael P. Thornton, P.E., L.S., Terry Renner, P.E., L.S., Q.S.D., Ron Musser, P. L.S., Steven Ledbetter, P.E., Octavio Parada, Monae Pugh
RELEVANCE TO FONTANA
• Major Drainage Infrastructure
Regional Flood Control
• Basin Design
• Connection to County Flood Control
• Extensive Utility Coordination and
Permitting
• Hydraulics/Hydrology Modeling
RELEVANCE TO FONTANA
• City Experience
• Street Design
• Sewer Design
• Storm Drain Design
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Request for Proposal | Design Services for Courtplace Housing Development Project (Infrastructure Improvements) | SQ-87-DE-19-58
City of Fontana
TECHNICAL PROPOSAL
WALNUT AVENUE BASIN
City of Hesperia , CA
Client Contact: Nils Bentsen
Phone Number: 760-947-1025
Email: [email protected]
Project Cost: $1.1M
Completion Date: December 2022
DESCRIPTION
The H-01 Drainage Corridor project is located in the southeasterly portions of the City of Hesperia. The H-01 drainage corridor is the City’s largest area in the drainage tributary containing more than 12,000 acres and conveys flows in excess of 5,000 cfs .
The project includes construction of a sediment control basin totaling 13 acre -feet of storage, with inlet and outlet facilities, and berms to allow the sediment to settle. During moderate and larger storm events, flooding and sediment accumulation occurs along the entire drainage corridor; in particular, downstream of the project site, two existing 10’ RCP storm drains that cross-Main Street were full of sediment, requiring the city to clean out the dual pipes. The proposed Walnut Basin will reduce sediment accumulation, and enhance water quality
SERVICES
Services include investigate and acquire grant funding, planning, design, topographic survey, hydrology and hydraulic analysis, bidding services, construction administration, State and Federal funding coordination.
KEY STAFF
Michael P. Thornton, P.E., L.S., Terry Renner, P.E., L.S., Q.S.D., Ron Musser, P.L.S., Steven Ledbetter, P.E.
ESCONDIDO RD BASIN
City of Hesperia , CA
Client Contact: Nils Bentsen
Phone Number: 760-947-1025
Email: [email protected]
Project Cost: $6.2M
Completion Date: 2021
DESCRIPTION
TKE provided investigation services and acquired grant funding, planning, design, hydrology and hydraulic analysis, permitting from San Bernardino County Flood Control District, Regional Quality Control Board 401 permit, DSOD for a jurisdictional berm, US Army Corps of Engineers’ 40 4 permit, bidding services, construction administration, State and Federal funding coordination. The project includes a 470- acre foot basin, together with inlet and outlet facilities. The project will enhance flood protection, reduce sediment transport, i mprove local water supplies and quality, reduce the region’s dependence on imported water supplies and simulate economic development.
SERVICES
Services included investigate and acquire grant funding, planning, design, hydrology and hydraulic analysis, permitting from San Bernardino County Flood Control District, Regional Quality Control Board 401 permit, DSOD for a jurisdictional berm, US Army Corps of Engineers’ 404 permit, bidding services, construction administration, State and Federal funding coordination.
KEY STAFF
Michael P. Thornton, P.E., L.S., Terry Renner, P.E., L.S., Q.S.D., Ron Musser, P.L.S., Steven Ledbetter, P.E.
RELEVANCE TO FONTANA
• Basin Design
• Drainage Analysis
• Hydrology/Hydraulics
• Street Design
• Basin Routing
RELEVANCE TO FONTANA
• Storm Drain Hydrology/Hydraulics
• Master Drainage Planning
• Storm Drain Pipe Sizing
• Basin Routing
Subconsultants Total
Task No. Task Hours $ Hours $ Hours $ Hours $ Hours $ Hours $ Hours $ $ $
1. Project Management 4 720$ 16 2,720$ -$ 24 3,840$ -$ 8 720$ -$ 8,000$
2. Initial "Kick Off" Meeting -$ 4 680$ -$ 8 1,280$ 8 1,120$ 4 360$ -$ 3,440$
3. Records Research -$ -$ 4 680$ 4 640$ 16 2,240$ 12 1,080$ -$ 4,640$
4. Design Surveying -$ 2 340$ 2 340$ -$ -$ -$ 96 24,000$ 24,680$
5. Topographic Map/Survey Control Plan -$ 2 340$ 4 680$ 8 1,280$ 16 2,240$ -$ -$ 4,540$
6. Base Construction Drawings -$ 4 680$ -$ 8 1,280$ 100 14,000$ -$ -$ 15,960$
7. Composite Utility Plan/Utility Pothling 2.)
2 360$ 8 1,360$ -$ 24 3,840$ 40 5,600$ -$ 24 6,000$ 22,033$ 39,193$
8. Environmental Compliance -$ 4 680$ -$ 4 640$ 4 560$ 2 180$ -$ 2,060$
9. Geotechnical Report 3.)
2 360$ 4 680$ -$ 8 1,280$ -$ 4 360$ -$ 16,638$ 19,318$
10. 60% Design 4.)
8 1,440$ 40 6,800$ -$ 64 10,240$ 180 25,200$ 40 3,600$ -$ 14,685$ 61,965$
11. Coordination with Agencies/Utilities -$ 2 340$ -$ 4 640$ 8 1,120$ 4 360$ -$ 2,460$
12. 60% Design Review Meeting -$ 4 680$ -$ 4 640$ -$ 2 180$ -$ 1,500$
13. 90% Design 4.)
4 720$ 24 4,080$ -$ 40 6,400$ 120 16,800$ 24 2,160$ -$ 7,343$ 37,503$
14. 90% Design Review Meeting -$ 4 680$ -$ 4 640$ -$ 2 180$ -$ 1,500$
15. 100 % Design 4.)
2 360$ 16 2,720$ -$ 24 3,840$ 64 8,960$ 16 1,440$ -$ 2,448$ 19,768$
16. Final Coordination with Agencies/Utilities -$ 2 340$ -$ 4 640$ 8 1,120$ 4 360$ -$ 2,460$
17. Assistance During Construction -$ 8 1,360$ -$ 16 2,560$ 8 1,120$ 8 720$ -$ 5,760$
18. Perparation of As-Built Drawings -$ 2 340$ -$ 4 640$ 16 2,240$ 8 720$ -$ 3,940$ Subtotal: 18 3,240$ 130 22,100$ 10 1,700$ 228 36,480$ 588 82,320$ 130 11,700$ 120 30,000$ 63,146$ 258,686$ Reimbursables (@3%)1.): 7,761$
Project Total: 266,446$
Rates: Notes:
Principal-In-Charge 180$ /HR 1.) Reimbursables Include Cost for Prints, Copies, Mileage, Etc.
Project Manager 170$ /HR 2.) Subconsultant Fees for C Below Potholing (10 Potholes) Senior Surveyor 170$ /HR 3.) Subconsultant Fees for Aragon Geotechnical, Inc.
Project Engineer 160$ /HR 4.) Subconsultant Fees for Knapp and Associates Structural Assistant Engineer/Designer 140$ /HR
Clerical 90$ /HR
2-Man Survey Crew 250$ /HR TKE Engineering, Inc.
City of Fontana
Design Services for Courtplace Housing Development Project (Infrastructure Imrpovements) SQ-87-DE-19-58
Fee Schedule Breakdown
Principal-In-Charge Project Engineer
Assistant
Engineer/Designer Clerical Survey CrewSenior SurveyorProject Manager