HomeMy WebLinkAboutItem 4.14 I580Fallon CCSPlanSUBJECT:
CITY COUNCIL
CTTY C.LERK
File # 600-30
AGENDA STATEMENT
MEETING DATE: December 18, 2001
Amendment to Consulting Services Agreement with CCS Planning
& Engineering, Inc., for the I-580/Fallon Road Interchange
Improvements Project (Modification to Scope of Work and
Additional Compensation)
Report Prepared by: Lee S. Thompson, Public Works Director
ATTACHMENTS:
1) Resolution Amending Agreement
2) Original Agreement dated May 16, 2000, and Amendment # 1
3) Budget Change Form
RECOMMENDATION:
1)' Adopt Resolution Approving Amendment No. 2 to the
Agreement with .CCS Planning & Engineering, Inc.
2) Approve Budget Change ;:.
FINANCIAL STATEMENT:
Contract Amendment #2 will modify CCS' scope of work for an
additional compensation of a not to exceed amount of $94,700.
The City of Pleasanton has agreed to reimburse Dublin up to
$94,700 per funding agreement with the City of Pleasanton. The
funding agreement is being brOught to the Council as a separate
agenda item this evening.
DESCRIPTION: In March 2000, the City contracted with CCS Planning &
Engineering for the design of'the 1-58'0/Fallon Road Interchange Improvements. The contract was
amended in May 2001 (Amendment # 1) to include significant additional environmental and design
tasks identified by Caltrans during their review of the draft Project Report/Environmental Documentation
(PR/ED). Pleasanton has since requested Dublin to have the draft PR/ED amended to include additional
improvements at this interchange associated with proposed developments in Pleasanton. This additional
work includes a northbound Fallon Road to westbound 1-580 loop to accommodate traffic from the
proposed Staples Ranch development in Pleasanton.
Staff has obtained a scope of work and fee proposal from CCS, Inc. for the additional PR/ED work.
Amendment #2 will add a not-to-exceed amount of $94,700 to the original contract to perform this work.
The City of Pleasanton has agreed to fund this amendment.
Staff recommends that the City Council adopt the resolution approving Amendment No. 2 to the
Agreement with CCS Planning & Engineering, Inc. and approve the attached Budget Change.
g:\engr\ccs\agst_FallonAmendment#2 Dec 18 2001
COPIES TO:
Tom WintCh, CCS
ITEM NO.
RESOLUTION NO. - 01.
A RESOLUTION OF THE CITY COUNCIL
OF THE CITY OF DUBLIN
APPROVING AMENDMENT #2 TO AGREEMENT WITH
CCS PLANNING AND ENGINEERING, INC. FOR CONSULTING SERVICES
1-580/FALLON ROAD INTERCHANGE IMPROVEMENTS DESIGN
WHEREAS, future freeway and inter-agency infrastructure is planned to be constructed as part of
the development process in Eastern Dublin, and improvements are reqUired at the Interstate 580/Fallon
Road interchange; and
WHEREAS, on May 16, 2000, the City Council of the City of Dublin approved an agreement for
design services with CCS Planning & Engineering, Inc. (CCS), for the design of said improvements; and
WHEREAS, on May 1, 2001, the City Council of the City of Dublin approved Amendment #1 to
the agreement with CCS planning and Engineering, Inc., to include additional services, and
WHEREAS, Pleasanton desires to have the draft Project Report/Environmental Documentation
(PR/ED) amended to include additional improvements to the interchange as r6quired mitigation associated
with the proposed developments in Pleasanton, and
WHEREAS, in order to proceed with this additional PR/ED work, it is necessary to amend CCS's
contract, and
WHEREAS, Pleasanton agreed to reimburse Dublin the cost of performing this work;
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin does hereby
approve Amendment No. 2 to the agreement with CCS Planning and Engineering, Inc., which is attached
hereto as "Exhibit A".
BE IT FURTHER RESOLVED that the Mayor is authorized to execute the amendment.
PASSED, APPROVED AND ADOPTED this 18th day of December, 2001'.
AYES:
NOES:
ABSENT:
ABSTAIN:
ATTEST:
City Clerk
Mayor
EXHIBIT "A" OF RESOLUTION -01
AMENDMENT #2 TO AGREEMENT
BETWEEN CITY OF DUBLIN AND CCS PLANNING AND ENGINEERING, INC.
FOR ENGINEERING SERVICES
WHEREAS, the City of Dublin (hereinafter referred to as "CITY") and CCS Planning and
Engineering, Inc. (hereinafter referred to as "CONSULTANT"), entered into an agreement on May 16,
2000 to design the 1-580/Fallon Road Interchange Improvements; and
WHEREAS, the City Council of the City of Dublin approved Amendment #1 to the Consultant
agreement to include additional services, and
WHEREAS, the City desires to amend the consultant contract to include additional services, and
the not-to-exceed contract amount is proposed to be increased to co~,er the cost of the additional work;
NOW, THEREFORE, the parties hereto agree as follows:
Scope of Work
The Scope of Work shall be extended 'to include additional scope of work as described in
Consultant's letter dated November 27, 2001 for the 1-580/Fallon Road Interchange ImprOvements Project
(attached).
Extensior~ of Fees
The total cost for time-and-materials work under this amendment shall not exceed an additional
$94,700.
CITY OF DUBLIN
ATTEST:
Mayor
City Clerk
CCS PLANNING AND ENGINEERING, INC~
Tom Wintch
Date:
SCOPE OF WORK FOR
1-580/FALLON ROAD INTERCHANGE MODIFICATION PROJECT
City of Dublin
TRAFFIC FORECAST UPDATE
This is the scope of work of CCS Planning and Engineering, Inc. to provide traffic engineering services
related to the updating of the traffic portion of the Project Study Report / Project Report for the 1-580 /
Fallon Road Interchange, and to redefine the interchange conceptual geometrics based on the Year 2015
traffic forecast for the Phase I, initial project.
CCS Planning and Engineering, Inc., in conjunction with TJKM, Dowling Associates, Inc. (Dowling),
and David J. Powers and Associates (Powers) will perform the following items of work:
PSR TRAFFIC ANALYSIS UPDATE
Task 1. Coordination meetings (CCS, TJKM) - Attend coordination meetings with City of Dublin, City of
Pleasanton, Alameda County, and Caltrans.
Task 2. Review Traffic Forecasts and Previous Traffic Analysis -
Task 2a - Compile and review data from previous traffic analysis (TJKM)
Task 2b - Prepare updated traffic forecasts (Dowling) - Produce AM and PM peak hour mining
movement forecasts for two intersections: 1-580'westbound off ramp and Fallon, and 1-580
eastbound off-ramp and Fallon. Plots of AM and PM peak hour link flows will be provided
for the freeway and surface street approaches to the interchange and for the interchange itself.
This data will be delivered to TJKM Associates for their operations analysis.
Task 2c - Prepare updated traffic forecasts with Jack London Extension (Dowling) - A second set
of model runs will be prepared to include the West Jack London Extension to E1 Charro
Road. The same AM and PM peak hour plots and turning movement outputs will be
produced and delivered to TJKM Associates.
Task 3.
Review and update assumptions (TJKM) - Prepare year 2015 traffic forecasts based on Dowling
Associates' year 2000 validation runs, existing counts, and City's traffic growth patterns. Update
assumptions based on the latest available counts (no new counts will be conducted), land-use
information, street network, and other issues such as cut-through traffic.
Task 4.
Perform and Update Operation Analyses for Years 2015 and 2025 Scenarios (TJKM) -
Update the Traffic Operations Analysis for the Fallon Road/I-580 Interchange prepared by TJKM
in 1999. Use the 2000 Highway Capacity Manual or 2001 CORSIM to perform the freeway and
ramp junctions traffic operations; modified Circular 212 method as adopted by contra Costa
Transportation Authority (CCTA) or method normally used in each City for intersection level of
service analysis; Poisson Ratio method (Caltrans approved) to estimate the queue length for the
turning lanes at ramp-end intersections; and SYNCHRO to evaluate the queue length and levels
1 11/27/01
of service for all intersections. Coordinate this traffic analysis with Caltrans to ensure that the
above work elements are acceptable to them and to the City.
Task 4a - Analyze freeway mainline merge/diverge, or weaving level of service to evaluate
alternative lane configuration on freeway mainline and ramp junctions.
Task 4b - Perform ramp-end intersection level of service analysis to determine the intersection
lane configuration at Fallon Road and E1 Charro Road
Task 4c - Perform signal warrant analysis
Task 4d - Perform queuing analysis to determine the storage lengths for the turning movements
at intersections
Task 4e - Address ramp metering, HOV lane consideration, and mainline operations
Task 5. Prepare Draft Traffic Operation Report (TJKM) -Prepare and submit to the cities and Caltrans, a
Draft Traffic Operations Analysis Report for review.
Task 6. Validation of Traffic Analysis (CCS) -Review Draft Traffic Operation Report, validates
assumptions and traffic operations analyses.
Task 7.
Select Link Analyses for Cost Sharing (Dowling) - For each of the two sets of model runs (with
and without Jack London Extension), a select link analysis will be prepared for the AM and PM
peak hours that will identify the city of origin and city of destination for the traffic using the I--
580/Fallon Interchange on-ramps, off-ramps, and the bridge over the freeway (7 links). Any
vehicle trip using one or more of these links will be added to the city-by-city OD table for the
entire interchange. The single table will then be used to compute the percentage of trips .by city
for each peak hour. The city-by-city OD table will include Livermore, Pleasanton, Dublin,
Unincorporated Alameda County, and others.
Task 8. Prepare Final Traffic Operation Report (TJKM) - Upon receiving comments from the cities and
Caltrans, prepare and submit a Final Traffic Operations Analysis Report to the cities and Caltrans.
PREPARE GEOMETRIC APPROVAL DRAWINGS (GAD) AND ENVIRONMENTAL RE-
EVALUATION
Task 1.
Prepare Draft Revised GAD including Proposed R/W (CCS) - Based on the Draft Traffic
Operation Report on lane assignments, turning movements, queue lengths, etc., the GAD as
submitted to Caltrans in May, 2000 will be updated. The updated GAD will include additional
alignments, if any; revised typical cross sections, profiles, and layouts. Any necessary revision to
the existing R/W will also be investigated. In addition, revisions to the 2025 traffic volume will
be checked against the "plan line for ultimate geometry".
Task 2.
Environmental Re-evaluation (Powers, CCS) - The revised Year 2015 geometrics will be re-
evaluated against the existing environmental document. Any issue that is not consistent with the
existing findings or requires additional studies will be identified.
Task 3. Evaluate Construction Phasing (CCS) - The proposed Year 2015 geometrics will be compared
with the "plan line for ultimate geometry" for determination of feasibility and cost effectiveness
2 11/27/01
of any ultimate geometry improvements that should be incorporated in the Year 2015 project.
The evaluation will include right-of-way, drainage, utility relocation, and traffic impacts etc. for
constmchon phasing of the "ultimate" project.
Task 4. Update Construction Cost Estimate and Design Schedule (CCS) - Construction cost estimate and
design schedule will be updated based on the revised geometrics prepared under Tasks 1 and 3.
Task 5. Prepare Final GAD (CCS) - Final GAD 'will be prepared and submitted to Caltrans upon
receiving comments on the draft GAD.
3 11/27/01
1-580 1 Fallon Road Interchange Modification Project
City of Dublin
ADDITIONAL SCOPE OF WORK / DESIGN COST SUMMARY
TRAFFIC FORECASTS UPDATE
11127101
ADDITIONAL ENGINEERING SERVICES TJKM Dowling Powers ' CCS
PSR TRAFFIC ANALYSIS UPDATE
Task 1 Coordination Meetings $ 2,360 $ 3,000
Task 2 Review Traffic Forecasts and Previous Traffic Analysis ~
2a Compile and Review Previous Traffic Analysis $ 345
2b Prepare Updated Traffic Forecasts $ 6,000
2c Prepare Updated Traffic Forecasts (with Jack London Extension) $ 3,500
Task 3 Review and Update Assumptions $ 4,055
Task 4 Perform and Update Operation Analyses for Years 2005 and 2025 Scenarios
4a Analyze freeway mainline merge/diverge, weaving LOS $ 1,220
4b Perform ramp-end intersection LOS $ 990
4c Perform signal warrant analysis $ 380
4d Perform queuing analysis at intersections $ 990
4eAddress ramp metering, HOV lane consideration, and other issues $ 1,220
Task 5 Prepare Draft Traffic Operations Report $ 6,040
Task 6 Validation of Traffic Analysis
$ 5,000
Task 7 Select Link Analyses for Cost Sharing $ 1,500
Task 8 Prepare Final Traffic Operations Report $ 3,400
PREPARE GEOMETRIC APPROVAL DRAWINGS (GAD) AND ENVIRONMENTAL RE-
EVALUATION
Task 1 Prepare Draft Revised GAD including Proposed R/W $ 22,000
Task 2 Environmental Re-Evaluation $ 10,000 $ 4,~000
Task 3 Evaluate Construction Phasing $ 6,500
Task 4 Update Construction Cost Estimate and Design Schedule $ 3,000
Task 5 Prepare Final GAD $ 5,000
Subtotal $ 21,000 $ tl,000 $ 10,000 $ 48,500
10% Markup on Subconsultants $ 4,200
Proposal TotalI $94,700
STANDARD
CONSULTING ENGINEERING SERVICES AGREEMENT
THIS AGREEMENT is made at Dublin, California, as of May 16, 2000, by and between
the CITY OF DUBLIN, a municipal corpomtion ("City"), and CCS PLANNING AND ENGINEERING,
INC. ("Consultant"), who agree as follows:
1. SERVICES. Subject to the terms and conditions set forth in this Agreement,
Consultant shall provide to City the services described in Exhibit A. Consultant shall provide said
services at the time, place, and in the manner specified in Exhibit A.
2. PAYMENT. City shall pay Consultant for services rendered pursuant to this
Agreement at the time and in the manner set forth in Exhibit B. The payments specified in Exhibit B shall
be the only payments to be made to Consultant for services rendered pursuant to this Agreement.
Consultant shall submit all billings for said services to City in the manner specified in Exhibit B; or, if no
manner be specified in Exhibit B, then accOrding to the usual and customaryprocedures and practices
which Consultant uses for billing clients similar to City.
3. FACILITIES AND EQUIPMENT. Except as set forth in Exhibit C, Consultant shall, at
its sole cost and expense, furnish all facilities and equipment which may be required for furnishing
services pursuant to this'Agreement. City shall furnish to Consultant onlY the facilities and equipment
listed in Exhibit C according to the terms and conditions set forth in Exhibit C.
4. GENERAL PROVISIONS. The general provisions set forth in Exhibit D are part of
this Agreement. In the.event of any inconsistency between said general provisions and any other terms or
conditions of this Agreement, the other term or condition shall control insofar as it is inconsistent with the
general provisions.
5. EXHIBITS. All exhibits referred to herein are attached hereto and are by this reference
incorporated herein...
6. SUBCONTRACTING. The Consultant shall perform the work contemplated with
resources available within its own organization and no portion of the work pertinent to this contract shall
be subcontracted without written authorization by the City, except that which is expressly identified in
the Consultant's proposal.
7. CHANGES. City may from time to time require changes in the scope of the services by
Consultant to be performed under this Agreement. Such changes, including any change in the mount of
Consultant's compensation which are mutually agreed upon by City and Consultant, shall be effective as
amendments to this Agreement only when in writing.
8. RESPONSIBLE CHARGE. Consultant shall assign a project manager(s) to the project
for the duration ofthe project. There shall be no change in the Project Manager Or members of the project
Agreement
Page 1 of 2
05/09/00
2
team without prior written approval by the City. The Project Manager for Consultant shall be THOMAS
M. WINTCH.
9. CONTRACT ADMINISTRATION. This Agreement shall be administered by LEE S.
THOMPSON ("Administrator"). All correspondence shall be directed to. or through the Administrator or
his or designee.
10. NOTICES. Any written notice to Consultant shall be sent to:
Tom Wintch, Project Manager
CCS Planning and Engineering, Inc.
6 Crow Canyon Court
San'Ramon CA 94583-1621
Any written notice to City shall be sent to:
Lee S. Thompson
Director of Public works/City'Engineer
P. O. Box 2340
Dublin, CA 94568
Executed as of the day first above stated:
CITY OF DUBLIN,
a m~, 1 c~m~
,,city"
"Consultant"
Approved as to form:
City Attorney
Agreement
Page 2 of 2
05/09/00
EXHIBIT A
SCOPE OF SERVICES AND SCHEDULE
PER PROPOSAL DATED APRIL 25, 1999, FROM CCS PLANNING AND ENGINEERING,
INC. (ATTACHED).
Exhibit .A
Page 1 of 1
05/09/00
t-580/Fallon Road Interchange - PS&E
Scope of Work
Page 1 of 16
1-580/Fallon Road Interchange Modification Project
Final Design (PS&E)
Scope of Work
CCS Planning and Engineering, Inc. (Consultant) shall provide the following Scope of Work to the City
of Dublin:
General Description of Work
This scope 0f work. shall provide for preparing construction bid documents including; plans, general
provisions, 'standard special provisions (SSP~s), and estimates for the 1-580/Fallon Road Interchange
ModificatiOn Project (Project). Also included in this Scope of Work are various construction support
activities.
The Project is generaIly defined as modifications to the existing interchange including, widening the
existing bridge over 1-580, widening and reconstructing existing ramps, and widening and reconstructing
portions of Fallon Road-E! Charro Road, as defined and approved in the combined Project Study Report
(PSR)/Project Report (PR). In addition, a Plan Line will be developed for the ultimate "BART +
Buildout" alternative.
All ~vork will be administered under contract with the City of Dublin. Ho~vever, the Construction.
Documents (PS&E) will be generally developed per the requii'ements of the State Department of
Transportation (CALTRANS) for all work xvithin the State right-of-way. All ~vork shall conform to the
design standards and requirements and be subject to the oversight and approval of the appropriate
governmental entities.
This scope of work assumes that the construction of the Project will be administered by the City of
Dublin, ~vith an Encroachment Permit from Caltrans for ali work within the State ~+ight-of-way.
Final design and the development of the bid documents shall be performed simultaneously with the
developmem of the combined PSR/PR. It is assumed that the final alignment and configuration of the
various elements of the Project will have been established prior to beginning final design: Once final
design has started, any changes to roadway alignments or configurations that result in significant lost
work or rework shall be considered as Extra Work, for which a contract budget amendment will be
required.
The Proposed interchange modifications include:
· Widening the existing Fal'ton Road/E1 Charro Road overcrossing (by modifying the
existing .bridge) to provide two 3.6 m wide lanes in each direction, a 1.2 m wide
painted median, 1.2 m right shoulders, and a 1.8 m wide sidewalk.
· Widening the eastbound off-ramp to provide a second left turn lane at the ramp
terminii at the intersection of El Charm Road.
· Constructing the eastbound two-lane (one mixed flow lane with an HOV bypass lane)
loop on-ramp.
· Widening Fallon Road north of the.overcrossing to provide additional left turn
storage at the intersection with the westbound ramps.
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1-580/Fallon Road Interchange - PS&._E
Scope of Work
Page 2 of 16
· Widening the westbound off-ramp to provide four-lanes (two left and two right turn
lanes) at the ramp intersection with Fallon Road.
· Widening Fallon Road north of the intersection with the westbound ramps.
· Installing traffic signal systems at the ramp intersections with Fallon Road and El
Charro Road.
· Widening the westbound on-ramp to accommodate two-lanes near the intersection.
with Fallon Road.
Work Included in this Final Design Shall Be:
Development of the final layouts and concepts for the improvements and modifications as defined for
the project and approved in the combined Project Study Report/Project Report (PSR/PR).
Development of a Plan Line for the ultimate "BART + Buildout" alternative. These will generally be
developed per Caltrans guidelines for Geometric Base Maps at 1:1000 scale.
Construction of the westerly (southbound Fallon bridge over 1-580 with a new two span, two Iane
.structure.. This new southbound structure will tie to the existing westerly (northbound) bridge with a
closure pour to provide the required four lanes.plus shoulders and a sidewalk along the easterly side
of the existing structure. The existing toe of the southerly abutment slope may be set back by the
construction of a tie-back retaining wall. The resulting bridge structure will span a I 0-lane 1-580 with
a widened median that will accommodate BART in the future.
Other than the conform of the eastbound loop on-ramp to the 1-580 mainline, no other impacts to the
1-580 mainline are assumed in this scope-of-work.
The .Project limit to the north is the existing limit of Caltrans access control/right-of-way crossing
'Fallon Road (approximately 90 meters northerly of the WB 'I-580 ramps intersection) and the
southerly limit is the conform to the Friesman Road intersection.
Coordination with the staffs of the City of Dublin, City of Pleasanton, Caltrans, utility companies,
regulatory agencies and with others as required.
Preparation of applications for Caltrans Encroachment Permits for City signature.
Preparation of Design Exception Fact Sheets as required and as appropriate.
Project Plans will be developed utilizing Microstation format.
Project specifications and special provisions will generally conform to the Caltrans format and as
approved by the City.
Right-of-way activities will be limited to establishing'the existing rights-of-way and preparing the
descriptions and corresponding plats for temporary construction easements (TCE's).
Aerial topographic mapping to be used for the base plans was prepared in the PSR phase of this
Project. No new aerial topographic mapping is included or provided for in this scope of work.
Site (ground) surveys will be conducted as necessary to accurately tie down topographic features, to
provide for design cross-sections throughout the Project, at conforms, and to supplement the existing
aerial topographic mapping. Design cross-sections will be developed at generally twen¢' (20) meter
spacing. Design cross-sections.will not be part of the contract plans, but will be made available at
time of bidding.
A Materials Report wilt provide recommendations for pavement design, embankment placement and
other appropriate issues.
A Geotechnical Design Report will provide recommendations for any required retaining Walls and the.
signal pole .foundations.
A Foundation Report for the neTM bridge foundation design ~vill be prepared.
A Site Investigation Report for aerially deposited lead will be prepared.
A Site Investigation Report for potential pesticides and herbicides will be prepared.
1-580/Fallon Road' Interchange '- PS&E
Scope of Work
Page 3 of 16
* Retaining walls may be required in this project, specifically at the existing southerly bridge abutment.
It is assumed in this Scope of Work that these will be "tie-back" retaining walls or other types, as
appropriate.
· Design of City owned utilities (storm drainage, sanitary sewer, lighting and water) is included in this
scope of work. However, the Consultant shall only review non-City owned utilities (gas, electric,
telephone, cable, ere) and show them on the project utility plans for reference and. coordination only.
This scope of work does not'include or provide for the design of non-City owned utilities.
* Utilities will be potholed in accordance with the Caltrans "Manual on High & Low Risk Underground
Facilities within Highway Rights-of-Way". The utilities at potholed locations will be field surveyed
to determine the horizontal and vertical location of the utility. For purposes of budgeting, 15 pothole
locations will be assumed.
· A box culvert may be required in this project, specifically under Fallon Road. It is assumed in this
Scope of Work that this will be standard Caltrans box culvert, requiring no special design.
* Traffic.signal designs shall be included at the intersections of Fallon Road and El Charro Road with
the 1-550 tamp termini (total of two ·locations). Note that this scope-of-work and corresponding
estimated fees include and provide for two distinct traffic sit, mai designs at each of the two locations.
Designs are included for initiaI signals with' the existing roadways· (Prior to these 'proposed
' interchange improvements) and for the signal design corresponding to the interchange improvements.
This scope-of-~vork, provides for an independent and stand-alone design and preparation of Bid
Documents for the Initial Traffic Signal Installation. This includes all necessary minor roadway
widening and modifications required for the initial traffic signal. If the initial signal design is
determine to not be required, the related xvork and design fees will be deducted from this scope-of-
work .and fees, as appropriate.
· Ramp metering'and TOS facilities will be'.included. Ramp meters are to be designed for only the
eastbound loop on-ramp that is being constructed. TOS facilities shalI be limited to that which is
required within the interchange. Facilities outside the interchange are not provided for in this scope-
of-work.
· street/roadway lighting shail be included at the intersections and for the ramp gore areas within the
Project limits.
* Replacement landscape and irrigation shall be included within the 'interchange area where the existing
landscaping will be disturbed by the construction. ·
· Guidelines and requirements for a Storm Water Pollution Prevention Plan (SWPPP) will be included
in the Bid Documents. The construction contractor will be required to develop and gain approval for
a Project specific SWPPP.
Work Not Included in this Final Design (PS&E) Scope of Work
· No additional hazardous material investigations will be performed beyond the'Aerial Deposited Lead
Investigations and Pesticide/Herbicide Investigations.
· Additional Traffic Counts or Traffic Operational Studies.
· Engineering or design associated With non-City.or non-Caltrans owned utilities.
· Design of sound walls, wetlands and other environmental mitigations.
· The landscaping and irrigation plans are part of the roadway plans and will not be a separate
construction contract.
· Improvements to downstream (outside Projectlimits) drainage facilities.
· Submittal to or review by Caltrans Headquarters.
· Submittal of electronic (CADD) files to Caltrans for review,
o Right-of-way appraisals, negotiations, acquisition deeds, or Caltrans appraisal maps.
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1-580/Fallon Road Interchange - PS&.E
Scope of Work
Page 4 of 16
· , Preparation of construction slope stake notes/information.
· .Engineering Services During Construction (ESDC).
Specific DeScription of Work
The construction Bid Documents shall be prepared in accordance with the Caltrans' 'Guide for the
Submittal &Plans, Specifications, and Estimates, except as provided for in this scope of work.
The milestones which are described in detail in ~his section of the Scope of Work for Final PS&E are as
follows: '
Milestone 1:
Milestone 2:
Milestone 3:
Milestone 4:
Milestone 5:
Milestone 1': Proiect
Project Management
Preliminary PS&E (35% Submittal)
Interim PS&E (65% Submittal)
Draft PS&E (95% Submittal)
Final PS&E (100% Submittal)
Management
'Project Management involves setting up operations of the project' team, internal and external
coordination, supervision of the team, progress monitoring, and reporting. The anticipated elements &this
task are the following:
1.1 Project Control
I.l.1
Team Supervision. Consultant will supervise the team, coordinating and
monitoring design for conformance with City of Dublin and Caltrans standards
and policies.
1.1.2
1. I,3
~[aintain Project Files. Project files will be set up and maintained throughout
the design period.
Prepare and Update Design Schedule/Work Plan. Consultant will provide a
design schedule and update as necessary.
1.1.4
1.1.5
Prepare Monthly Progress Reports. Ntonthly progress reports will be prepared in
a form acceptable to the City of Dublin.
Perform QA/QC. All major project deliverables will be checked by project staff,
and will receive quality reviews before being released to persons outside the
team. Subconsultant Team Members are required to perform similar reviews
before submittal of documents to Consultant fo[ further processing. The budget
for QA/QC tasks.is included in the individual milestones.
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'I-$80/Fallon Road Interchange - PS&.E
Scope of Work
Page 5 of 16
1.2 Meetings
1.3
2.4
The following meetings are anticipated for this project:
· Monthly Progress Meetings/Minutes - Eight Monthly Progress Meetings are
anticipated and provided for in this scope-of-work.
· * Project Development Team (PDT) Meetings/Minutes - The Project Development
Team (PDT) was formed during the combined PSR/PR preparation phase of this
project to act asa steering group during the course of the work. This same PDT will
continue through the PS&E phase of this project. The Consultant will coordinate,
participate and support the PDT efforts, providing agendas, study information,
minutes, etc.' Eight Monthly PDT Meetings are anticipated.
· Project Meetings - Technical meetings will be held among the Consultant Team, City
of Dublin, City of P!easanton, City of Livermore and Caltrans staff as often as
necessary to discuss issues and other items needing resolution. Meetings with other
agencies and property owners will also be held as needed. Meeting minutes will be
provided for'City review and approval.
· Utility Coordination Meetings - The Consultant will conduct and attend meetings
with utility owners (including both prigate and city-owned) to determine existing
utility locations,' potential conflicts and possible relocations. If utility relocation is
necessary, then further discussions will also include who wiIl perform the-
engineering, compensation if any for the engineering of the relocation design, and
funding arrangements for the actual relocation.
· Dublin City Council Meetings - The Consultant will assist City staff in presenting
this project to the Dublin City Council including preparation of exhibits.
Modify PSR/PR
The PSR/PR will be modified to include the westbound t:580 auxiliary lane.
InHial Traffic Signal Installation
The Initial Traffic Signal Installation shall be designed for the two existing ramp terminii
intersection locations with the existing roadways, prior to the proposed interchange
improvements.
The Initial Traffic Signal Installation shall be'a separate and independent set of
construction Bid Documents, including alt roadway and civil improvements required to
provide a complete and approved installation. It is assumed that the roadway widening
improvements associated with this initial traffic signal installation will be the minimum
required. Included in the design shall be signal interconnects between the two locations.
This sub-task incorporates and provides for the Complete final design and construction
Bid Document preparation for the stand-alone Initial Traffic Signal Installation. Included
shall be the preparation of a Caltrans Encroachment Permit, including a PEER, Design
Exception fact sheets, Right-of-Way Certification, and Utility Certification.
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Milestone 2:
2.2
2.4
2.5
Preliminary PS&E and Geometric Base Maps
Collect Additional Data
Preliminary investigations will involve the accumulation and review of all additional
existing data.and detailed field investigations to verify existing site conditions°
Additional data that may be collected include:
· Existing Geotechnical Reports and Soil Logs
· Available hydrology and hydraulic information
· As-builts
Review Preliminary Geometrics
Using information developed in the combined PSR/PR, and the results and findings of the
other preliminary investigations, the Consultant will review the proposed alignment
alternative and develop revisions as appropriate.
· Perform Field Surveys
The field surveys will consist of the following:
· Topographic features . (areas under tree coverage, trees greater than 0.15m in
diameter, fire hydrants, light standards, location of driveways and curb ramps, etc.).
· Surface utility facilities (including inverts for accessible sanitary sewer
manholes/inlets and valves for utilities)
· Existing storm drainage systems (including inverts for accessible storm drain
manholes and inlets)
Pothoted utilities (in conformance with Caltrans "Manual On High and Low Risk
Underground Facilities within Highway Rights of Way")
· Conform areas at local streets and driveways
· Cross sections at 20 m intervals
Prepare Preliminary Drainage Report
The Consultant ~vill review and refine existing hydrology and hydraulic data/studies.
After study of local drainage and overland flow conditions, the Consultant will conduct
drainage and hydrological analysis, and document such studies in the appropriate reports.
The drainage areas of the Project will be developed, inlet placement will be determined
and pipe size Will be designed. The drainage design will be developed to the point where
impacts on geometric features, right-of-way, and bridge foundations can be ascertained.
A preliminaD' Drainage Report will be prepared summarizing the above studies and
prelimina~ plans.
Determine Utility Locations and Potential Relocations
Existing utility facilities will be identified by field review, through discussion with
affected ufility companies and potholing, where necessary (potholing will be done in
conformance with Caltrans "Manual on High and Low Risk 'Unde~round Facilities
Within Highway Rights of Way"). The location of existing utilities will be delineated on
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Scope of Work
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2.6
skeleton layouts with conflicts and necessary relocations identified. The plans will be
forwarded to the City of Dublin and Caltrans for their review and comment.
Note that potholing may or may not be done at this stage of design. Where feasible,
potholing may be delayed until Milestone 3 (Interim PS&E).
Draft Geotechnical Design Report, Draft Materials Report, and Draft Foundation
Report
The Geotechnical Design Report, Materials Report and Foundation Report will require a
field exploration and laboratory testing program. The City of Dublin and Caltrans will be
consulted on the number and method of test borings required.
Following the field investigations, the Dra~'t Geotechnical Design Report, Draft Materials
Report and Draft Foundation Report will be prepared in accordance with Caltrans
requirements including Test Method 130 and the Caltrans Bridge Design Aid. A Log of
Test Borings (LOTB) will be prepared in the required DOS format for inclusion into the
contract plans.
The key geologic and geotechnical issues affecting the design of the highway
improvements are:
· Embankment earthwork including the heed for key~vays and underdrainage
Groundwater
· Subgrade support for the new embankments
Embankment settlement (construction period, surcharge or p'r~load and lag time)
· Embankment and cut slope stability
Stability of adjacent existing slopes
· Foundation support of the new bridge structures, retaining walls and box culverts
Impact and appropriate mitigation to the adjacent bridge foundation .
The Materials 'Report will address the following:
· Description of Terrain.and Geology
· Existing Facilities
· Structural Sections (Pavement Design)
· Materials Available
· Kecommended Materials Specifications
The Geotechnical Design Report will address the following:
· Existing Facilities
- Cuts and Excavations
· Embankments
· Earthwork Factors
· Corrosion Investigation
· Culvert, Retaining Wall and Embankment Foundations
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Scope of Work
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2.7
2.8
The Foundation Report will address the following:
· Existing Facilities
· Bridge Foundation Requirements
· Seismic Conditions
Aerial Lead Investigation & Pesticide/Herbicide Investigations
2. 7.1 Aerial £ead Investigation. Prepare a Letter Report on the investigation and
findings concerning aeriaIly deposited lead in the surface soil within the 'Project
area. The test results will be used to develop the necei;sary procedures and
program for identifying the extent of the contaminated soiI and removal (if any).
The results ma)/further be utilized to determine the applicability of the California
Department of Toxic Substances Control (DTSC) variance prepared for the reuse
of aerial lead impacted soil within the State highway right-of-way.
2.7.2
Pesticide/Herbicide Investigation& Prepare a Lotto[ Report on the investigation
and findings concerning pesticides and/or herbicides that may exist in the soil
within the Project area. The test results will be used to develop the procedures
and program for identifying and removing contaminated soil (if any) and for the
proper method of disposing of the material.
Prepare Geometric Base Maps
2.8.1
Prepare Geometric Base Maps'(35°.4 Roadway Plans). The preliminary
horizontal and vertical alignments developed in the PS.R/PR will be refined and
the Project Geometric Base Maps will be developed.
Alt control lines will be calculated and edges of pavement, Curb retuhas, tapers,
and other geometric features will be accurately delineated on the Base Maps.
The format of the Geometric Base Map shall be plans developed at a scale of
t:1000 and shall be on one over-sized e,,chibit (not on individual standard plan
sheets). The topographic base mapping shall be that developed during the PSR
preparation, per Caltrans requirements.
As Practical, .additional information such as typical sections, traffic .volume
information, otc2 will also be shown on the plan exhibit. Additional information
that is not practical to be placed on the plan exhibit, shall be included on
individual exhibit sheets.
Information to be included in the Geometric Base Map submittal includes:
Calculated Roadway Control Lines
· . Accurately plotted edges of lanes, roadways, curb returns, and tapers
- Profiles and Superelevation Diagrams for.proposed work
· Text Call-outs for taper lengths and rates
· Traffic Volume information
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2.9
2.8.2
Bridge
2.9.1
2.9.2
2.9.3
2.9.4
Typical Roadway Sections
· Typical Bridge Sections
· Existing Utility Plans and Preliminary Relocations
It is the intent that the' Geometric Base Map submittal, including supplemental
information, will be inclusive of the 35% submittal. This scope-of-work does not
include nor provide for a separate 35% submittal.
J'repare Plan Line - "BART Plus Buildout' Alternative.' In addition to the
Geometric Base Maps (GBM) developed for the Build Alternative in Task 2.8.i,
a Plan Line shall' also be developed for the ultimate "BART plus Buildout"
alternativeo
The format and information included in the "BART plus Build0ut' Plan Line
shall be similar to that for the Build Alternative defined in Task 2.8.1.
The base used to define the existing condition for the development of the "BART
plus Buildout" alternative, shall be the proposed Build Alternative.
a)
Submit Draft "BART plus Buildout" Plan Line for Review:
The "BART plus Buildout" Plan Line shall be submitted to the City of
Dublin, Caltrans, BART, and other reviewing agencies.
'b)
Resolve Comments and Revise Plan:
This scope-of-work provides for two rounds of' review by the City, Cakrans,
and other agencies and the corresponding Plan Line revisions to be done. by
the Consultant.
c)
Submit Final "BART plus Buildout" Plan Line:
The Final "BART plus Buildout" Plan Line incorporating all the resolved
review comments will be issued to the City, Caltrans, and other appropriate
agencies. The Final "BART plus Buildout" Plan'Line will not be submitted
to Caltrans for formal approval.
General Plan and Type Selection Memo and Meeting
Bridge General Plan. Bridge General Plans will be prepared for each structure in
accordance with Bridge Desigaa Details Section 3 and Bridge Design Aids
Section I0.
Preliminary Quantities and Estimates. General Plan quantity take-offs and
construction cost estimates will be prepared.
Structure Type Selection kIemo. The Consultant Team will prepare a Caltrans
Structure Type Selection Memo and vicinity map for each structure. Upon
completion of this task, copies of the' proposed General Plan, General Plan
Estimate, Type Selection Memo and Vicinity Map will be submitted for review
prior to the Structure Type Selection meeting.
Structure Type Selection Meeting. Upon completion of initial review by Caltrans
DOS, a Type Selection Review meeting will be held in which the Consultant
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Scope'of Work
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2.10
2.9.5
Review
2.10.1
Team will be prepared to discuss and provide information, on fdundation
requirements, seismic considerations, construction cost and other pertinent
information that is needed to determine the proper structure type.
Update and Finalize General Plan. Comments from the Type Selection Meeting
will be incorporated into the Structure Type Selection Memo and it will then be
resubmitted to Caltrans DOS for approval -,.,:...
Right-of- Way Information
Obtain £xisting Right-of-Way Mapping. Existing Right-of-Way mapping will be
reviewed for current conditions and to provide a basis for development of
updated right-of-way requirements.
2.10.2
Review Right-of-Way with Affected Agencies. The current project proposal and
associated right-of-way requirements will be reviewed with affected agencies for
applicability, and to ascertain if any revisions, additions and/or deletions are
required.
2.11 Perform VaIue Analysis.
2.12
2.13
2.14
2.15
Value engineering techniques ~vill. be employed during this phase of. the project to
investigate potential cost saving options. Traffic control issues, pavement structural
section, and bridge/retaining wall type selection are among items for value analysis
consideration. A letter report summarizing the Value Engineering effort will be prepared.
Prepare Requests for Additional Exceptions to Design Standards.
An exception request, including fact sheets, wilt be prepared and processed through
Caltrans as-appropriate for any additional design exceptions from mandatory or advisory
standards that were not identified in the combined PSR/PR.
Determine Required Permits
A list of potential permit requirements will be updated from the combined PSR/PR.
Some potential permitting and/or approving agencies that may be involved are:
· ~State Water Resources Control Board NPDES
· Regional Water Quality Control Board NPDES
· PUC Utility Relocation
,, Zone 7 Existing Facilities
Prepare Preliminary Construction Estimate
A preliminary construction estimate will be prepared consistent with the level of plan
development.
Perform Quality Assurance/Quality Control
Prior to the release of this submittal, all submittal documents will undergo the
Consultant's internal Quality Assurance/Quality Control review.
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2.16
Submit for City of Dublin, Caltrans and Agency Reviews
The Geometric Base Maps, Plan Line, and accompanying information will be submitted
to all reviewing agencies.
Milestone 3
3.1
3.2
3.4
3.5
Interim PS&E (65% Submittal)
Preliminary Design Review Comment Resolution
Review comments received from the CitY, Caltrans and other review agencies will be
reviewed by the Consultant and incorporated in the plans, if appropriate and as directed
by the City..If necessary, a meeting to clarify or resolve the comments will be held and
will result in a listing &those comments to be ineluded in the plans, those comments that
will not be included and those comments requiring further investigation.
Prepare Draft Drainage Report
The Preliminary Drainage Report will be expanded to incorporate the 35% submittal
comments and include backwater calculations, inlet capacity calculations, and other
detailed hydraulic calculations in accordance with. Caltrans standard practices and
procedures.
Prepare Utility Relocation Plans
The Consultant will prepare the Utility Relocation Plans based upon discussions with the
City on City-owned utilities and utility relocation plans provided by private utility
companies. For non-City owned Utilities, the Consultant will show information provided
by others on the plans for coordination purposes only.
Prepare Final Geotechnical Design Report, Materials Report and Foundation Report.
The Consultant ~vill resolve review comments from the City and Caltrans review and
prepare the final reports.
Prepare Final Aerial Lead Investigation Report
The Consultant will resolve review comments from the City and Caltrans review and
prepare the final report.
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3. 6 Interim Submittal
3.7
3.6.1 Prepare Interim SUbmittal: Roadway ,Plans (65°~). The typical list of design
drawings may include the following:
Title Sheet
Typical Cross Sections
Key Map and Line Index
Layouts
Profiles and Superelevation
Diagrams
Construction Details
Pavement Elevations
Contour Grading
Drainage Plans, Profiles, and Details
Box Culvert Plans
Utility Relocation Plans and
Details
Construction Area Signs
Pavement Delineation
Traffic Signal/Interconnect Plan
Ramp Metering/lOS
Retaining Wall Plans and Details
Bridge General Plans
Bridge Plans and Details
Landscape/Irrigation Plans and Details
Electrical and Roadway Lighting
'Plans and Details
Traffic Handling Plans
Sign ?Ians and Details
Stage Construction Plans
3.6.2
Traffic Signal Design. Traffic signal designs shall be included at the
intersections of Fallon Road and El Charro Road with the 1-580 ramp
termini (total of two locations). This scope-of-work provides for two
independent designs at each of the two locations as follows:
3.6.3
a)
Initial Traffic Signal Design:
Traffic signal systems shall be designed at the t~vo locations for the
existing roadways, prior to these proposed intemhange
improvements as defined and provided for in sub-task 1.4 of this
scope-of-work.
b)
Interchange Modifications Traffic Signal Design:
Traffic signal systems shall be designed at the two'locations
corresponding to the .interchange improvements defined in this
scope-of-work. Included shall be signal interconnects between the
two locations and provisions to extend the interconnections in the'
future. The existing condition to be used as the basis of design shall
be either the existing unsignalized ramp termini intersections or the
initial signals defined in Task 1.4, as will be determined prior to
beginning the signal design tasks.
Develop Design Cross-Sections. Preliminary Design Cross-Sections
will be developed typically on t~venty (20) meter spacing for the Project
roadways. The primary function for developing cross-sections will be to
allow an accurate estimation of contract earthwork and paving quantities.
Prepare Unchecked Bridge Plans
Unchecked Bridge Plans will be Prepared for the ne~v Fallon Road Overcrossing
(westerly bridge) and existing bridge modifications.
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Scope of Work
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¸3.8
3.9
3.10
3.11
3.12
3.13
3.14
3.15
Prepare Righ t-of- [Fay Maps
3.8. I Prepare Right-of-Way Requirements Maps. The right-of-way
requirements, if any, will be delineated and submitted for review.and
approval by the City of Dublin and Caltrans.
3.8.2 Prepare Temporary Construction Easement (TCE) Exhibits. Based on
the results of Milestone 3.6, TCE exhibits will be prepared. Review
comments will be incorporated into the exhibits for final approval. This
Scope of Work assumes that no new right-of-way will be required for
this project, other than the TCEs.
3.8.3 Prepare Record of Survey. A Record of Survey Will be prepared and
submitted for review and approved by the City of Dublin, Caltrans, and
Alameda County.
Finalize Requests for Additional ExcePtions to Design Standards
Exception requests, including fact sheet~, prepared under Task 2.12 will be
finalized based upon Caltrans comments.
Prepare Draft Permit Applications
Permit Applications will be completed for review by the City of Dublin.
Prepare Preliminary Quantities and Estimates
The quantities and estimates for the proposed work will be updated to reflect the
improved level of design completion. No quantiD' tables will be prepared at this
time.
Outline of Special Provisions
An outline of the unedited draft of the Standard Special Provisions will be
· prepared and submitted for review.
Perform Quality Assurance/Quality Control
Prior to the release of this submittal, all submittal documents will undergo the
Consultant's internal Quality Assurance/Quality Control review.
Perform Safety Review
A safety review of the Project and plans will be performed in association with the
City and Caltrans. Notes of the safety reviexv will be prepared by the Consultant.
Submit for City of Dublin, Caltrans and Agency Review
Accompanying this submittal will be our responses to the review comments
received on the previous submittal. QuaIity assurance/quality control ~vill be
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performed On all deliverables before submittal to the City of Dublin, Caltrans, or
local agencies for review.
Milestone 4:
Draft PS&E ( 95% Submittal)
4.1' Resolve Milestone 3 Review Comments
4.2
4.3
4.4
4.5
4.6
Review comments received from the City, Caltrans and other review agencies
will be reviewed by the Consultant and incorporated into the plans? if appropriate ·
and as directed by the City. I'f necessary, a meeting to clarify or resolve the
comments will 'be held and will result in a listing of those comments to be
included in the plans, those comments that will not be included, and those
comments requiring further investigation.
Finalize Technical Reports
All technical .reports will be updated and finalized. All report review comments
will be resolved and included as appropriate and all new or revised information
developed during the design will be incorporated.
Independent Structures Check
Independent design~ details and quantity checks of the bridge plans will be
prepared in accordance with Caltrans requirements.
Incorporate 'Comments and Finalize Plans
Ali resolved and agreed upon comments from Milestone 3 reviews wilt be
incorporated. Ail roadway and bridge plans and details will 'be brought to a
100% level of completion. Compatibility betxveen the roadway and structure
plans will be.verified.
Finalize Permits
Ali permit applications required by the design will be updated and finalized. All
review comments will be resolved and included as appropriate and new or
revised information developed during the design will be incorporated. The
permit applications will be submitted to the City of Dublin for signature as the
project sponsor.
Prepare Project SV~PP_P Guidelines and Requirements
The guidelines and requirements for the Project SWPPP will be developed and
included, in the Project Speciii Provisions. It will be the construction
contractor's responsibility to develop, submit to the Engineer, and obtain an
approval for the Project Specific SWPPP per the guidelines and requirements.
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4.7
4.8
4.9
Finalize Quantities and Estimates
The quantities and construction cost estimates will be updated. The Caltrans
marginal .estimate will be prepared for the bridge. Included in this task will be
the updating and finalization of the Project contract quantities and corresponding
construction estimate (BEES format) and the development of an estimated
working days of construction.
Prepare Draft Special Provisfons
The Consultant will complete the Draft Special Provisions. Draft Special
Provisions will be prepared for all items, by incorporating all agreed upon
comments and additional specifications that may be necessary. All contract bid
items will be covered by measurement and pay clauses. This will also include
the lane closure charts and the estimated working days of construction.
Finalize the Right-of-Way Documents
All review comments will be resolved and included; as appropriate and approved
by the City, and all new or revised information developed during design will be
incorporated. The Draft Right-of-Way Certification and Utility Certification will
be prepared.'
4.10 Perform Quality Assurance/Quality Control
A quality assurance/quality control check will be made prior to release for
submittal.
4.11 Submit for City of Dublin, Caltrans and Agency Review
The complete set of plans, special provisions, qUantities, construction cost
estimate, and appropriate final technical reports will be submitted to the City of
Dublin and Caltrans and othei' reviewing agencies for their review and comment.
Milestone 5: Final PS&E (100% Submittal)
5.1 Resolve Milestone 4 Review Comments
Review comments received' from the City, Caltrans and other review agencies
xvill be reviewed by the Consultant and incorporated in the plans, if appropriate
and as directed by the City. If necessary, a meeting to clarify or resolve the
comments be held.
5.2 Incorporate Milestone 4 Comments and Finalize PS&E
All resolved and agreed upon review comments as directed by the City of Dubtin
will be incorporated into the plans and special provisions, and design documents
will be updated as necessary. · The final roadway and structure plans,
specifications, and Engineer's estimate will be combined, into a set of bid
documents.
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£3
Finalize Design Cr~ss-Sections.
Design cross-sections shall not be a part of the bid documents, but shall be
available at the time of bidding to assist prospective bidders in determining
construction quantities. Preparation of construction survey notes (slope staking,
grid grade, etc.) are not included in this scope-of-work.
Perform Quali~ Assurance/Quality Control
A qual'ity assurance/quality control check will be made prior to release for
submittal.
Submit PS&E to City.of Dublin' Caitrans and Agency Review
The Final PS&E will be submitted to the City of Dublin, Caltrans and the
appropriate agencies for review. The Final PS&E submittal is considered to be a
verification of responses to previous comments. Any comments, other than
minor editing, thaf result in new or rework will be considered as Extra Work.
Submit Encroachment Permit Application
The Consultant Will incorporate all the City of Dublin, Caltrans and impacted
agencies' review comments. The Consultant shall prepare the Caltrans
Encroachment Permit Application, including all required attachments, for
signature by the City of Dublin.
$. 7 Submit Construction BM Documents
After all appropriate review comments from the 100% verification check (Task
5.5) have been incorporated into the plans, specifications, and estimates} the
Consultant shall submit the final Construction Bid Documents to the City.
This submittal shall include: · Reproducibles of all contract drawings
· Camera ready special provisions and specifications
· Final Estimate of Probable Construction Cost
Milestone 6: Bidding Assistance and Engineering Services During Construction
Engineering Services during Construction are not included nor provided for in this scope-of-
work. Any services to be provided by the Consultant, shall be defined and negotiated at a later
date.
P:\98104XAdmin-FallonPSl~.Scopinfl. Fees~PS&E~PS&-Scope122799-do¢
PROJECT TIMING
Attached is a Project Schedule dated April 25, 2000. CCS will make every effort to keep to
this schedule. However, it is assumed that there may be delays in timing caused by other
agencies, which are beyond CCS's control. These delays may eXtend the proposed 'project
Final PS&E approval past the estimated date of January 23, 2001.
:.,~' 1-580/Fallon Road Interchange '
'~ ' Project Schedule
ID Io TaskHame ,,, Duretlon Start Finish ~Apr[MayiUun~Ju~Aug~Se~ciH~v[D~c~janFeb~M~r~Apr[Ma~4Jun~Ju~Au~S~p~dHcvD~c~JanF~:~Ma~APr~J~
i " PROJECTSTUDYRI~POI~(PSR)/PROJECTREPORT('PR)/ED' 368days Fr14/lS/9e Tue6/29/00 4/1s[~[ I [ I
2 V~ Pmjsct Klck-~ff I~eting (PDT) -- 0 days Fd 4/16/99 Fd 4/16/99 4/16 ~i~l~,10~)% .
$ .V" Data Collection & Review '" ;~0 days Fd 4/16/99 Thu 6/10/99 ~ .... ., ' ...........
4 v/ Prepare Traffic Studies 60 days Fd 6/I 1/99 Thu 9/"J/99 loo% I j ......
Ii v'" Prepare GeomeM¢ Concepts 60 days Fri 6/11199 Thu 9/2/9'9 t00'~ i'
$ V' Caltrans/Local AgenCY' R~viewl^pproval 25' days F, 9/3/99 Thu 10/7~9 m1°°% i
? ~/' Prepare Adv"nee Plan~imt Stud~ ....... 50 days ltd 9/3/~ Man 11/2s/SS ~, ~
8 v/' Prepare Environmental Technical Studies 25 days Fd 10/8/99 Thu 12/2/99 -~ , []
9 v" ' PmpamDmltERAddendum ' ' ' 45days Fri10/3/99 '";rhul~/9s " ~ ~,~.,
10 ~/ Prepare Draft PSPJPR/ED 86 days Ed I0/i]11}9 Fd 2/4/00 ~ t00%
,, , .... -~
11 V"' Prepare Admin Draft Mitial ~iudy '4'~' ~lays Frl 12/10/98 Fd 2/4/00
,12 .,/' ' Caltmns/Loca[ ,~ledcy Review ..... 35 (isys Man 2/7/00 F~i 3/24/00'~~
13 Preform Special Status Plani ~urveys 24 days Tu. ~/4~0 Fd 5/6/00 'FI~0~ ......
18 Public Circulation/Comment' 22'days Wad.5/10/00 Thu 6/8/00 . ~]0%
t6 City' Council Meeling Approval,,, 0 days Tue 6/20/00 Tue 6/20/00 ......... . . ,
17 Caltrans Distrl~t'~p'r.oval 10 days Wad 6/21/00 Tue 7/4/00 6/20,
18 FHWA Approval 10 days Wed 7/5/00 . Tue 7/18/00
t 8 Freeway Agreement I~l'~,ations ...... 30 da~s Wed 7119/00 ' Tue 8/29100
20 ' ' ' mC Freeway Agreement Approval . ' "" 0 days "T~e 8/2910~ T~e'8129/00 ........... i ' '
~1- COOPERATIVE AGREEMENT (DESIGN) 146 days Fri ,12/17/99 Thu 716/00 ~12/~7 ,r 1~, ?16
22 v~-, Caltran. prepare~Dr~ff'Agreement ." 85days 'Fd'12/17/99 Thu4113f00 ~r?%,
=3 city i~e~ew~mme.~ .... 20 days F~ 4/~4/00 T.. U~/00 --
24 Calirans/City Execute Agreement .... 40 days Fri 5/12/00 Thu 7/6100 ......................
26 RIGHT-OF-WAY CERTIFIcATIoN 't7S days Wad 6/t0/00 Tua'4/9/91 s/t0
40 COOPERATIVE AGREEMENT (CONSTRUCTION} ...... ¶35 days ! FH '12/J7/99 Thu 6/22/00 , 12/17 I[..,
4t V~ Caitrans Prepares Draft Agreement .... 85 days Fd 12/17199 Thu 41~3/00 [00%
42 City Review/Comment 20 days Fri 4114/o0 Thu 6/11100 0%
43 csr~.~c~ty E~% Agre.m'~.l ...... 30 da. F. ~/i2/00 T~. 6/22/00 ira' '0%
44 GEOTEcHNICAL ENGINEERING :'""' ' t01 days Fd t2/17/99 Frl 6/6/00.,.,, :, t2/t? II
Task ~ CrlticalTask Pmi~e~ I Rolled Up Task ~ Rolled Up Progress I Projec~ Summmy
Dale: Tue 4/25/00
" Critical Task , ~ Summaly ~ Rolled Up MiMs~one 0 External Tasks
1-5801Fallon'Road Interchange
~ --. Project Schedule
....... 19~ ..... t . 2ooo ....
ID ~ I raskName Dura,tlon, , St~..q , l~.~ah . , :e~r~Apt~;~Jun~J~se~ct~v~ec~J~Fet~ar~A~ay~Jun~Ju~Au~ep]~c~c!Jan~Fe~:~Mar~A~X~a~t~
47 Fou~latioll Repo,l' 8t days! Fd 11141o0 Fd $/~00 I ~ -' 80%
4~ Materials ReP°A .... 81 days Fd 1/14/00 · Fd 5/5/00 80%
SO ~ Seismic Analysis & Skaleoy Repozt .... 30 days ' ~:'ri 3/31100 'l'hu 5/:t 1100 ~)m 10%
61 Slmcture Type 8elec~on (GP) ~ . 25 days Fri 2/25/00 Thu 3/30/00 5..--)m~o~ I .....
L ~ Type 8eladlon Review ......... 20 days " Ri 3/3t/00 'Yh" 4/2~'/oo ......4/2~ ~%i ,, .
~3 Type $ele~on'~e~thlg - 0 ~ays Thu 4i27/00 " Thu 4/27/00 ....... FIT '"
~ I~dge 65% Deragn ........ 44 days Fri 4/25/00 Wed 0/20/00 I
. I,d. .tc ..... 0days W, 7/26/00 ' '
$9 '-~ DOS Review ...... .30 days "Thu 6/29/00 "~. Wed 8/9/00 ...... j ~10% ·i '"'
Ii? 95% 81mctum Design ............. 20 ~aysl l'~u ~10/0g Wad ~i6/00 ·
~ DOS Final Review. ....... . 30 days Thu'~)/7/00 Wad t6/18/0o ' ................
l)9 FinalRevision~' ' : 10days Thu10/19/00: "-Wed11/1/00 .....
60 pLANS,'$pEClFIOAlloN$ & ESTIMATE (PS&E} "268.d,,y,~ Frt t/'14/00 'rue t/2~t t~14 i'm" .. , 'm" i/~
81 Prepm'e Gaom~-'Ap~r~val D~wlngs (GAD) .... 80 days ......... Fd 1114/00 ~' ;l'h'~ 514/00 " .~/~'/.,~ ;~% ) .......
82 Ce~b~e ReviewlAppt'qval 21 days F~t ~5~go Ffi 6/2/00 . i .~0% ....
63 Prepare 65% PS&E 62 days Mort 6/5100 Tue 5/26/00
.4 cal~.~ ~o,~ew 3o dsya wed./3oiGo T.. lo/16/oo r~0%
.. .~ "p~.epara 100% PS&E - 30 da~ Wed 10/11m0 '{'~ t1121/~0
66 ...... ~3altran8 Review ' -- 30 days Wed 11/22/00 -Tue 1/~/01 '" 0%
53, "'Final ps&E p~pa'rat)o~ 10 days Wed 1/3/O1 ' 'TU~ .I/15/01 .......... 1~ .......
69 ' Rnal ps&'~ ApprOVal " __ 5 days Wed 1117/01 ' T~'e 112~/0t
'ri Revise Uainte~"ance Agreemel~"" 40 days Wed 8/35/00 ;rue 10/2,(/00 . [ 0%
73 Advefl~se Project ........... 20 days Wed 1/24/01 Tue 2/20/01 l
73 Bid Opening & Evaluallon * - 15 days Wed 2/21/0i- Tue 3/13/01 .~ ......
74 Award Coltl~act ...... 15 days Wed 3~14i01 Tue 4/3/01 l
Ta~k ~ CdUcalTaskProgre~s · I i RolledUpTask ~ P.~adUpe~.~ UUlll
Dale: Tue ~
.. Cmi~cal Task ~ 8ur, nma~ )~mmllmm~ Rolled Up Milestofle O External Tasks ~
........... Page
158OFa1[o~3 < .
EXHIBIT B
PAYMENT SCHEDULE
City shall pay Consultant on a time and material bases not to exceed the total sum
of FIVE HUNDRED NINITY THREE THOUSAND ONE HUNDRED EIGHTY DOLLARS
($593,180) for services to be performed pursuant to this Agreement. Consultant shall submit
invoices monthly based on the cost for services performed in accordance with the Exhibit "A"
cost estimate.
The total sum stated above shall be the total which City shall pay for the services
to be rendered by Consultant pursuant to this Agreement. City shall not pay any additional sum
for any expense or cost whatsoever incurred by Consultant in rendering services-pursuant ~o this
Agreement
City shall make no payment for any extra, further or additional service pursuant to
this Agreement unless such extra service and the price therefor is agreed to in writing executed
by the City Manager or other designated official of City authorized to obligate City thereto prior
to the time such extra service is rendered and in no event shall such change order exceed twenty-
five percent (25%) of the initial contract price.
The services to be provided under this Agreement may be term'mated without
cause at any point in time in the sole and exclusive discretion of City. If the Agreement is
terminated by City, Consultant shall be entitled to receive just and equitable compensation for
any satisfactory work completed on such documents and other materials to the effective date of
such termination. In that event, all finished and unfinished documents and other materials shall,
at the option of the City, become City's sole and exclusive property. Consultant hereby expressly
waives any and all claims for damages or compensation arising under this Agreement.
Consultant shall maintain adequate logs and timesheets in order to verify costs incurred to date.
The Consultant is not authorized to .perform any services or incur any costs
whatsoever under the terms of this Agreement until receipt of a fully executed Purchase Order
from the Finance Department of the City of Dublin.
Exhibit B
Page 1 of 1
05/09/00
EXHIBIT C
City shall furnish physical facilities such as desks, filing cabinets, and conference
space, as may be reasonably necessary for Contractor's use while consulting with City employees
and reviewing records and the information in possession of City. The location, quantity, and
time of furnishing said physical facilities shall be in the sole discretion of City. In no event shall
City be obligated to furnish any facility which may involve incurring any direct expense,
including, but not limiting the generality of this exclUSion, long-distance telephone or other
communication charges, vehicles, and reproduction facilities.
Exhibit C
Page 1 of 1
05/09/00
EXHIBIT D
GENERAL PROVISIONS
o
INDEPENDENT CONTRACTOR. At all times during the term of this Agreement, Consultant
shall be an independent contractor and shall not be an employee of City. City shall 'have the right
to control Consultant only insofar as the results of Consultant's engineering services rendered
pursuant to this Agreement; however, City shall not have the right to control the means by which
Consultant 'accomplishes services rendered pursuant to this Agreement.
LICENSES; PERMITS; ETC. Consultant represents and warrants to City that he has all
licenses, permits, qualifications and approvals of whatsoever nature which are legally required
for Consultant to practice his profession. Consultant represents and warrants to City that
Consultant shall, at his sole cost and expense, keep in effect at all times during the term of this
Agreement any licenses, permits, and approvals which are legally required for Consultant to
practice his profession.
TIMEo Consultant shall devote such time to the performance of services pursuant to this
Agreement as may be reasonably necessary for satisfactory performance of C.onsultant's
obligations pursuant to this Agreement.
INSURANCE REQUIREMENTS. Consultant shall procure and maintain for the duration of the
contract insurance against claims for injuries to persons or damages to property which may arise
from or in connection with the performance of the work hereunder by the Consultant, his agents,
representatives, employees or subcontractors. The cost of such insurance shall be included in the
Consultant's bid.
Minimum Scope of Insurance.
(1)
Coverage shall be at least as broad as:
Insurance Services Office form number GL 0002 (Ed. 1/73) coveting
comprehensive General Liability and Insurance Services Office form number GL
0404 covering Broad Form Comprehensive General Liability; or Insurance
Services Office Commercial General Liability coverage ("occurrence" form CG
oooi).
(2)
Insurance Services Office form number CA 0001 (Ed. 1/78) covering Automobile
'Liability, Code 1 "any auto" and endorsement CA 0025.
(3)
Worker's Compensation insurance as required by the Labor Code of the State of
California and Employers Liability Insurance.
Exhibit D
Page 1 of 5
05/09/00
Bo
Do
Minimum Limits of Insurance. Consultant shall maintain limits no less than:
(1)
(2)
General Liability: $1,000,000 combined single limit per occurrence for bodily
injury, personal injury and property damage. If commercial General Liability
Insurance or other form with a general aggregate limit is used, either the general
aggregate limit shall apply separately to this project/location or the general
aggregate limit shall be twice the required occurrence limit.
Automobile Liability: $1,000,000 combined single limit Per accident for bodily
injury and prOperty damage.
(3)
Workers Compensation and Employers Liability: Workers Compensation limits
as required by the Labor Code of the State of California and Employers Liability
limits of $1,000,000 per accident.
Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions must
be declared to and approved by the City. At the option of the City, either the insurer shall
reduce or eliminate such deductibles o~ self-insured retentions as respects the City, its
officers, officials and employees; or the Consultant shall procure a bond guaranteeing
payment of losses and related investigations, claim administration and defense expenses.
Other Insurance Provisions. The policies are to cOntain, or be endorsed to contain, the
following provisions:
(1) General Liability and Automobile Liability Coverages.
(a)
The City, its officers, officials, employees and volunteers are to be covered
asinsureds as respects: liability arising out of activities performed by or
on behalf of the Consultant; products and completed operations of the
Consultant, premises owned, occupied or used by the Consultant, or
automobiles owned, leased, hired or borrowed by the Consultant. The
coverage shall contain no special limitations on the scope of the protection
afforded to the City, its officers, officials, employees or volunteers.
(b)
The Consultant's insurance coverage shall be primary insurance as respects
the City, its officers, officials, employees and volunteers. Any insurance
or self-insurance ma'mtained by the City, its officers, officials, employees
or volunteers shall be excess of the Consultant's insurance and shall not
contribute with it.
Any failure to comply with reporting provisions of the policies shall not
affect coverage provided to the City, its officers, officials, employees or
volunteers.
Exhibit D
Page 2 of 5
05/09/00
(d)
The Consultant's insurance shall apply separately to each insured against
whom claim is made or suit is brought, except with respect to the limits of
the insurer's liability.
(2) Worker's Compensation and Employers Liability Coverage.
The insurer shall agree to waive all rights of subrogation against the City, its
officers, officials, employees and volunteers for losses arising from work
performed by the Consultant for the City.
(3) Professional Liability.
Consultant shall carry professional liability insurance in an amount deemed by the
City to adequately protect the City against liability caused by negligent acts,
errors or omissions on the part of the Consultant in the course of performance of
the services specified in this Agreement.
(4)
All Coverages.
Each insurance policy required bythis clause shall be endorsed to state that
coverage shall not be suspended, voided, canceled by either party, reduced in
coverage or in limits except after thirty (30) days prior written notice by certified
mail, return receipt requested, has been given to the City.
Acceptabili _ty of Insurers. Insurance is to be placed with insurers with a Bestsv rating of
no less than A:VIII.
Fo
Verification of Coverage: Consultant shall furnish city with certificates of insurance and
with original endorsements effecting coverage required by this clause. The certificates
and endorsements for each insurance policy are to be signed by a person authorized by
that insurer to bind coverage on its behalf. The certificates and endorsements are to be
received and approved by 'the city before work commences. The City reserves' the fight
to require complete, .certified copies of all required insurance pOlicies, at any time.-
The Risk Manager of City may approve a variation of those insurance requirements upon
a determination that the coverages, scope, limits and forms of such insurance are either
not commercially 'available or that the City's intereSts are otherwise fully protected.
CONSULTANT NO AGENT. Except as City may specify in writing, Consultant shall have no
authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent.
Consultant shall have no authority, express or implied, pursuant to this Agreement to bind City
to any obligation whatsoever.
Exhibit D
Page 3 of 5
05/09/00
ASSIGNMENT PROHIBITED. NO party to this Agreement may assign any right or obligation
pursuant to this Agreement. Any attempted or purported assignment of any right or obligation
pursuant to this Agreement shall be void and of no effect.
PERSONNEL. Consultant shall assign only competent personnel to perform services pursuant to
this Agreement. In the event that City, in its sole discretion, at any time during the term of this
Agreement, desires the removal of any such persons, Consultant shall, immediately upon
receiving notice from City of such desire of City, cause the removal of such person or.persons.
STANDARD OF PERFORMANCE. Consultant shall perform all services required pursuant to
this Agreement in the manner and according to the standards observed by a competent
practitioner of the profession in which Consultant is engaged in the geographical area in which
Consultant practices his profession. All instruments of service of whatsoever nature which
Consultant delivers to City pursuant to this Agreement shall be prepared in a substantial, frrst
class and workmanlike manner and conform to the standards of quality normally observed by a
person practicing in Consultant's profession.
HOLD HARMLESS AND RESPONSIBILITY OF CONSULTANTS. Consultant shall take all
responsibility for the work, shall bear all losses and damages directly or indirectly resulting to
him, t.o any subconsultant, to the City, to City officers and. employees, or to parties designated by
the City, on account of the negligent performance or character of the work, unforeseen
difficulties, accidents, occurrences or other causes predicated on active or passive negligence of
the Consultant or of his subconsultant. Consultant shall indemnify, defend and hold harmless the
City, its officers, officials, directors, employees and agents from and against any or all loss,
liability, 'expense, claim, costs (including costs of defense); suits, and damages of every kind,
nature and description directly or indirectly arising from the negligent performance of the work.
This paragraph shall not be construed to ex~npt the City, its employees and officers from.ks own
fraud, willful injury or violation of law whether willful or negligent. For purposes of Section
2782 of the Civil Code the parties hereto recognize and agree that this Agreement is not a
construction contract. By execution of this Agreement Consultant acknowledges and agrees that
he has read and understands the provisions hereof and that this paragraph is a material element of
consideration.
Approval of the insurance contracts does not relieve the Consultant or subconsultants from
liability under this paragraph.
10.
GOVERNMENTAL REGULATIONS. To the extent that this Agreement may be funded by
fiscal assistance from another governmental entity, Consultant shall comply with all applicable'
rules and regulations to which City is b°und by the terms of such fiscal assistance program.
11.
DOCLrMENTS. All reports, data, maps, models, charts, designs, plans, studies, surveys,
photographs, memoranda or other written documents or materials prepared by Consultant
pursuant to this Agreement shall become the property of City upon completion of the work to be
performed hereunder or upon termination of the Agreement. No such materials or properties
Exhibit D
Page 4 of 5
05/09/00
prOduced in whole or in part under this Agreement shall be subject to private use, copyrights, or
patent rights by Consultant in the United States or in any other country withOut the express
written consent of City. City shall have unrestricted authority to Publish, disclose (as may be
limited by the provisions of the California Public Records Act), distribute, and otherwise use,
copyright or patent, in whole or in part, any such reports, studies, data, statistics, forms or other
materials or properties produced under this Agreement.
Exhibit D
Page 5 of 5
O5/09/OO
EXHIBIT'"A" OF RESOLUTION ~/'-. -01
AMENDMENT TO AGREEMENT
BETWEEN CITY OF DUBLIN AND CCS PLANNING AND ENGINEERING, INC.
FOR ENGINEERING SERVICES
WHEREASi .the City of Dublin (hereinafter referred to as "CITY") andCCS Planning and
Engineering, Inc. (hereinafter referred to as "CONSULTANT"), entered into an agreement on May 16,
2000 to design the 1-580/Fal!on Road Interchange Improvements; and
.WItEREAS~ the Sgope of Work to be performed is proposed to be extended; and
WltEREAS, the not-to-exceed contract amount is proposed to be increased to cover the
cost of the addition.al work;
NOW, TIiEREFORE, the parties hereto agree as follows:
Scope of Work
The Scope of Work Shall. be extended to include additional scope of work as described .in
Consultant's letter dated March'16, 2001 for the 1-580/Fallon Road Interchange Improvements Project
attached).
Extension of Term
The total cost for time-and-materials ~vork Under this amendment shall not .exceed an additional
$56,284.
Cit~rk~ ~-
CITY OF DUBLIN
]~ayo~
CCS PLANNING AND ENGINEERING, INC.
Tom Wintch
CC$ Pro/ect #981.04
March 1'6, 2001
CCS
PLANNING AND ENGINEERING
~ ~ c o ~ ~ o ~ ~ ~' ~ D
6 Crou~ Ganyon GOurd'
San ~mo~ ~lff~ ~83-162I
925/314-1220 · Fax 925/314-1229.
M~: Kevin Van Katwyk
City of Dublin
100. Civic Plaza"
I)ublin, CA 94568
Mr. Ferd Del Rosario
· City of Dublin
1.00 Civic Plaza
Dublin, CA 94568
Subject:'
I-$80/Fallon /Road Interchange .
Additional Scope of WorlorDesign Costs
Mr. Eric Cordoba
Cordoba Consulting Inc.
5368 Laurel Drive
Concord, CA 94521
-Gentlemen:
As requested, the CCS Design Team has summarized the significant additional preliminary engineering,
environmental and design activities identified at-the 65% design level for th~ 1-580/Fallon Road
interchange project~ These additional activities represent engineering and environmental level .of effort
that was. not included in the original eontmct's¢ope of work for this project
In presenting .thls information, we have associated this increased level of effort with either the Pr. ojeet
Study Report/Project Report. (PS1LrPR) or the. Plans, Specifications and Estimates (PS&E), as
appropriate.
Each additional engineering or environmental activity'is described and a corresponding cost identified
within the text of the "Additional Scope of Work" attachment. A cost breakdoWn by activity and team
firm is presented on the accompanying spreadsheet. '
The majority of these additional tasks and activities have. not yet been. completed and. it is hoped that the
team will be able to absorb a portion of these outrof-seope efforts. . We will continue, to discuss a
number .of these requirements with Cfiltrans and strive to eliminate .or reduce additional costs .wherever
possible. Howe9er, at this time we .have attempted to present What is hopefully a' "worst. case" scenario.
Please note that CCS has utilized 1999 hourly rates for our work and has. excluded any subconsultant
mark-up.
After you have had an opportunity to review this information, we w. ould like to meet and discuss the
process to amend our'contraet fee for the 1-580/Fallon Road interchange improvements.
Sincerely,
CCS Planning and Engineering,2In~
Thomas M. Winteh,' PE, TE.
TMW:ts
Attachment
P:.~98104~train-FalionP~RXSeoping-~ ee~d e~ign eo~t~.OL30.01.do*
T A T. I 'O N *- 0 I V I L T
.1-580/Fallon Road 'Interchange Modification Project
City of Dublin
Additional SCope of Work
PROJECT STUDY REPORT/pRoJECT REPORT (PSR/PR).
1. 'Ramp..Meterhag/Tos(cGTv) Coordination ~ This activity included coordination efforts,
the preparation of a cost analysis, drafting of correspondence for the City, and meeting
attendance. Caltrans is requiring design and installation of all equipment to make both
westbound and eastbound on-ramp, meters operational. The original contract scope-of-
Work included underground conduits/foundations only.
Cost Increase $4;500.
Revisions Resulting .from Quarry Coordination- This activity included coordination
efforts, preparation of geometric alternatives, preparation of traffic-analysis, construction
cost..esfimates updates and meetings attendance ass0ciated' with the development of
conceptual intersection geometrics to satisfy Quarry concerns.
Cost Increase $7,100,
Revise Cost Estimates - Several iterations of revising PSR/PR cost estimates have been
required as a result of ramp metering, CCTV, median drainage, ditch paving and
miscellaneous additions.
Cost Increase $2,860.
Conklin Tar Plant Study - This activity includes field activities and environmental
documentation regarding the collection of Conklin Tar Plant seeds. The effort to prepare
this study has been discussed previously and received Verbal approval.
Cost Increase $3,520.
Historic Properties Survey Report. (HPSR) - This activity includes the preparation of a
· Historic Properties Survey Report,(HSPR), to satisfy N-EPA. This report will be required
to secure federal funding. The effort to prepare this report has been discussed'pre~viously
and received Verbal approval.
Cost Increase $12,520.
PLANS, SPECIFICATION & ESTIMATES (PS&E)
A. · . Caltrans Required Additions:
1. Ramp Metering - This activity includes the design .of all equipment to make both
eastbound and westbound on-ramp meters operational. The original contract Scope-
of-work included underground conduits/foundations .onl~.
Cost Increase $6,040.
P:~gS 104'~Admiz~FallonP~lR~ggoplng-~e~klgsi$ n costs,01.30.01 .floc
1-580/Fallon Road Interchange
TOS (CCTV) -Caltrans has require..d the installatibn of a closed-circuit televisiOn
camera (CCTV) as part of the .interchange modifications. This design element was
not included ir/the original scope-of-work.
Cost Increase $3,380.
ReconStruct Median Drainage - It is' highly likely that Caltrans will require the
design' .of a. "Slotted-Drain" system within the median, similar to what has been
required at the I-5g0/Tassajara Ro.ad Interchange.
Cost Increase $8~884.
Expande~i SWPPP'- Caltrans has expanded their requirement for the preParation of a
Storm Water PollutiOn Prevention Ptan (SWPPP). tt is our understanding that the
requirements are still being modified, however we have attempted to estimate the
required level of effort.. Our original scope.of'work included only a minor effort°
. Cost Increase $7,480.
TOTAL ADDITIONAL DESIGN COSTS -$56,284.
P ;k9 g 104k~.~mh?Fal~onPSg'~coplng-F~ki~si~n ~os~.O1.30.Ol.dc~
I - ~0 / Fallon· Road ~nter¢
Ci~'. of
-- ADDITIONAL SCOPE OF WOI~
,. ccs ST~F' ccs
,
Rate(S/hr) $I50.00 S140.00 $130~00 SI 10.00 $~0~00 $70,00 $80.00 $50.00 ~ $
A~nrr~o~AL ~¢OiNEE~N(; SE~ViCES
~RO~Cr srwY ~xpo~rrn~Ro~cr R~'ORT 0,swP~) o ,
t. Ramp MmdW/r0S (cctv) Coord~atio~, 4' l~ 26
2. R~visions l~sulting from Quarry Coordination 6 · 4 20 16 24 70 ' .$7,1~
~. P,~v~s~..Co~t Estimms S S ~0 .
4. C~nkl~ Tar Plant Stuc~ 4 4 $5;
s. Histodc ~op~es Surv~, R~rt (I..mS~) 4 ¢ 20 ,,,
PLANS, SPECIFICATIONS & ESTIB,L~TE$ (PS&E~ ' ' . ...............
0
A... Caltrans Requtred Additions .. ....
1: Ramp M~crin$ 4 12 - 28 24 (:~ * $6,04
2. TOS (cctv) ....... ..... 4 6 20 S 38
3. R~construc~ l~dian Dralnag¢ .... ~- 4 .' ..... 10 t0
: 4. Expan~d SWPPP ., 2 ........6 10 6 ..... 40. 16,
· .. . 0
· 0
0
0
.. 0
· ~ 0
0
· ~ ' ...........
0
0
· Sub-Total - Additional StaffHours
Sub-Total - Additional Labor COst ( S )
L CCS
I ' Total Additional Labor ]1 $37,900
I Tnt., Addi,i--i Di. tl
'1 snb-Con .,.., Ad.,i. Co. Il
~IPS&E Add Fees.xls
an~ Modification Project
Dublin
K f DESIGN COST SUMMARY
· CCS TEAM. SUBCONSULTANTS Subc~usultauts
CIVIL GEOTECH DRA~NA'GE I~ND$CAPE . SURVEY ENV~I~'
HQE ' PaHkh WRECO AAM M&S Da'vid
Power
$126.00 S70.00 . '$100.00 $~0.00 ' S75.00 $~5.00 $118..00 $76.00 $172,0~ $100.00 -- $ -- $
· o so 46 $4~500
-. 0 So 70 $7,1 O0
0 $0 32 , , $'2,860
.............. · ~o 30 $~,000 ~4 $3.520
· . ..... !00 I00. $10,000 128 $12,520
· 0 ' ~0 0 $0
0 $0 0 $0
' ' · I 0 $0 0 50
0 $0 6a $6,O40
· ' :" .... '0 $0 ' 38 53,380
6 30' 8 , ,4 4 6 S8 ....$S,384 92 -. $8,884
0 $0 86 $7,480 ·
0 $0 0 $0
0 $0 0 $0
0 .TO 0 $0
0 $0 0 S0
0 $0 0 · $0
0 $0 0 $0
: o '$0 0 $0
· · 0 $0 0 $0.'
0 $0 O'
0 $0 0 $0.
0 $0 ' 0 S0..
0 $0 0 $0'
Subedusultaut
I
$56,284
TOTAL ADDITIONAL COST-. FINAL-DESIGN:
CITY OF DUBLIN
BUDGET CHANGE FORM
New Appropriations (City Council Approval Required):
X
From Unappropriated Reserves
(If Other than General Fund, Fund No -
From New Revenues
CHANGE FORM #
Budget Transfers:
From Budgeted Contingent Reserve (1080-7991000)
Within Same Department Activity
Between Departments (City Council Approval Required)
Other
Name: Name:
1-580/Fallon Interchange Improvements
$ 94,700
Account #: Account #: 001-96430-740-000
Name: Name: REVENUE
1-580/Fallon Interchange Improvements
$ 94,700
Account #: Account #: 001-570-005
Name: Name:
Account #: Account #:
Name: Name:
Account #: Account #:
Name: Name:
Account #: Account #:
ASD/Fin Mgr
Signature
REASON FOR BUDGET CHANGE ENTRY:
The City of Pleasanton has requested additional consulting services from Dublin's consultant to add a
northbound to westbound ramp to this interchange. Pleasanton has agreed to pay the cost of these services.
City Manager: Date:
Mayor:
Posted By:
G:~-ngr-contracl~ccs~Fallonlbudget change amend {~ 2. d~c
Signature
As approved at the City Council Meeting on:
Signature
Signature
Date:
Date:
Date: