HomeMy WebLinkAboutDKS Associates, Inc. 20th Avenue Safety ImprovementsORIGINAL
PROFESSIONAL SERVICES AGREEMENT
20'6 Avenue Safety Improvements Project
THIS AGREEMENT is made and entered into between the City of Pasco, a Washington
Municipal Corporation, hereinafter referred to as "City", and DKS Associates, hereinafter
referred to as "Consultant."
RECITALS
WHEREAS, the City desires to have certain services and/or tasks performed as set forth
below requiring specialized skills, training, equipment, and other supportive capabilities; and
WHEREAS, the Consultant represents that it is qualified and possesses sufficient skills,
experience, equipment, and necessary capabilities, including: technical and professional
expertise, when required, to perform the services and/or tasks as set forth in this Agreement upon
which the City is relying.
NOW, THEREFORE, in consideration of the mutual covenants, and performances
contained herein, the parties agree as follows:
Scope of Services. The Consultant shall perform such services and accomplish such
tasks, including the fiunishing of all labor, materials, facilities and equipment necessary
for full performance thereof, as identified and designated as Consultant's Responsibilities
throughout this Agreement, and as more particularly described in Scope of Work detailed
in Exhibit A, attached hereto and incorporated herein (the "Project").
2. Term. This Project shall begin on July 1, 2015, and promptly be completed within eight
months, in accordance with the schedule attached hereto as Exhibit A.
3. Compensation and Payment.
3.1 Payment for services provided hereunder shall be made following the
performance of such services. Such payment shall be full compensation for work
performed or services rendered, and for all labor, materials, supplies, equipment,
and incidentals necessary to complete the Project.
3.2 No payment shall be made for any services rendered by the Consultant except for
services identified and set forth in this Agreement except as may be authorized by
a written supplemental agreement approved by the City.
3.3 The City shall pay the Consultant for work performed under this Agreement upon
timely submitted invoices detailing work performed and expenses for which
reimbursement is sought. The City shall approve all invoices before payment is
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issued. Payment shall occur within thirty (30) days of receipt and approval of an
invoice.
3.4 The City shall pay the Consultant for all work performed and expenses incurred
under this Agreement, as follows.
❑ Hourly (Single Rate): $ per hour plus actual expenses
incurred as provided under this Agreement, but not to exceed a total of
$ without prior written authorization by the City; or
® Hourly (Multiple Rate): Such rates as identified on Exhibit A, plus actual
expenses incurred as provided under this Agreement, but not to exceed a
total of $156.418.18 without the prior written authorization by the City; or
❑ Fixed Sum: A total of $ or
❑ Other:
4. Reports and Inspections.
4.1 The Consultant at such times and in such forms as the City may require, shall
furnish to the City such statements, records, studies, surveys, reports, data, and
information as the City may request pertaining to matters covered by this
Agreement.
4.2 The Consultant shall, at any time during normal business hours and as often as the
City or the Washington State Auditor may reasonably deem necessary, make
available for examination all of its records and data with respect to all matters
covered, directly or indirectly, by this Agreement and shall permit the City, or its
designated authorized representative to audit and inspect other data relating to all
matters covered by this Agreement. The City shall receive a copy of all audit
reports made by the agency or firm as to the Consultant's activities. The City
may, at its discretion, conduct an audit at its expense, using its own or outside
auditors, of the Consultant's activities which relate, directly or indirectly, to this
Agreement. Consultant shall be provided a copy of such reports.
4.3 The Consultant, during the term of this Agreement, shall obtain all permits and
registration documents necessary for the performance of its work and for the
execution of services at its own expense, and shall maintain its validity. Upon
request, the Consultant shall deliver to the City copies of these licenses,
registration documents, and permits or proof of their issuance or renewal.
4.4 Consultant shall maintain books, records and documents, which sufficiently and
properly reflect all direct and indirect costs related to the performance of this
Agreement, and shall maintain such accounting procedures and practices as may
be necessary to assure proper accounting of all funds paid pursuant to this
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be necessary to assure proper accounting of all funds paid pursuant to this
Agreement. These records shall be subject, at all reasonable times, to inspection,
review, or audit as provided above.
4.5 The Consultant shall retain all books, records, documents or other material
relevant to this Agreement for three (3) years after its expiration. Consultant
agrees that the City, or its designee, shall have full access and right to examine
any of said materials at all reasonable times during this period.
5. Ownership and Use of Documents.
5.I All research, tests, surveys, preliminary data, information, drawings and
documents made, collected, or prepared by the Consultant for performing the
services subject to this Agreement, as well as any final product, collectively
referred to as "work product," shall be deemed as the exclusive property of the
City, including copyright as secured thereon. Consultant may not use them except
in connection with the performance of the services under this Agreement or with
the prior written consent of the City. Any prior copyrighted materials owned by
the Consultant and utilized in the performance of the services under this
Agreement, or embedded in with the materials, products and services provided
thereunder, shall remain the property of the Consultant subject to a license
granted to the City for their continued use of the products and services provided
under this Agreement. Any work product used by the Consultant in the
performance of these services which it deems as "confidential," "proprietary," or
a "trade secret" shall be conspicuously designated as such.
5.2 In the event of Consultant's default, or in the event that this Agreement is
terminated prior to its completion, the work product of the Consultant, along with
a summary of the services performed to date of default or termination, shall
become the property of the City, and tender of the work product and summary
shall be a prerequisite to final payment under this Agreement. The summary of
services provided shall be prepared at no additional cost, if the Agreement is
terminated through default by the Consultant. If the Agreement is terminated
through convenience by the City, the City agrees to pay Consultant for the
preparation of the summary of services provided.
6. Public Records.
6.1 Consultant acknowledges that the City is an agency subject to Chapter 42.56
RCW "Public Records Act." All preliminary drafts or notes prepared or gathered
by the Consultant, and recommendations of the Consultant are exempt prior to the
acceptance by the City or public citation by the City in connection with City
action.
6.2 If the Consultant becomes a custodian of public records of the City and request
for such records is received by the City, the Consultant shall respond to the
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request by the City for such records within five (5) business days by either
providing the records, or by identifying in writing the additional time necessary to
provide the records with a description of the reasons why additional time is
needed. Such additional time shall not exceed twenty (20) business days unless
extraordinary good cause is shown.
6.3 In the event the City receives a public records request for protected work product
of the Consultant within its possession, the City shall, prior to the release of any
protected work product or as a result of a public records request or subpoena,
provide Consultant at least ten (10) business days prior written notice of the
pending release and to reasonably cooperate with any legal action which may be
initiated by the Consultant to enjoin or otherwise prevent such release.
Independent Contractor Relationship.
7.1 The parties intend that an independent contractor relationship is created by this
Agreement. The City is interested primarily in the results to be achieved; subject
to the scope of services and the specific requirements of this Agreement, the
implementation of services will lie solely with the discretion of the Consultant.
No agent, employee, officer or representative of the Consultant shall be deemed to
be an employee, agent, officer, or representative of the City for any purpose, and
the employees of the Consultant are not entitled to any of the benefits or
privileges the City provides for its employees. The Consultant will be solely and
entirely responsible for its acts and for the acts of its agents, employees, officers,
subcontractors or representatives during the performance of this Agreement.
7.2 In the performance of the services provided in this Agreement, Consultant is an
independent contractor with full authority to control and direct the performance of
the details of the work, however, the results of the work contemplated herein must
meet the approval of the City and shall be subject to the City's general rights of
inspection and review to secure the satisfactory completion thereof.
7.3 The Consultant shall comply with all State and Federal laws including, but not
limited to:
7.3.1 The definition requirements of RCW 50.04.140 (Employment Security).
7.3.2 RCW 51.08.195 (Industrial Insurance).
7.3.3 Obtain a City of Pasco business license.
7.4 The City may, at its sole discretion, require the Consultant to remove any
employee, agent or servant from employment on this Project who, in the City's
sole discretion, may be detrimental to the City's interest.
8. Indemnification.
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8.1 The Consultant shall defend, indemnify, and hold harmless the City, its officers,
officials, agents, employees, and volunteers from and against all claims and
causes of action, including, but not limited to, actions of law or administrative
proceedings for all injuries to persons or damages to property, and all losses,
damages, demands, suits, judgments, including reasonable attorney fees, arising
out of, or as a result of, or in connection with the work performed under this
Agreement, and caused or occasioned in whole or in part by reason of errors,
negligent acts or omissions of the Consultant or its subcontractors in the
performance of this Agreement, except for injuries and damages caused by the
sole negligence of the City, its officers, employees, agents, and volunteers.
8.2 Should a Court of competent jurisdiction determine that this Agreement is subject
to RCW 4.24.115, then, in the event of liability for damages arising out of bodily
injuries or damages to property caused by or resulting from the concurrent
negligence of the Consultant, and the City, its officers, employees, agents and
volunteers, the Consultant's liability and obligation to defend hereunder shall only
be the proportionate extent of the Consultant's negligence.
8.3 It is further agreed that the indemnification provided herein constitutes the
Consultant's waiver of immunity under Industrial Insurance, Title 5I RCW,
solely for the purposes of this indemnification.
8.4 No liability shall attach to the City by reason of entering into this Agreement
except as expressly provided herein.
8.5 This indemnification shall include damages, penalties and attorney fees sustained
as a result of Consultant's delayed or failed performance of Section 6 above.
8.6 This waiver has been mutually negotiated by the parties, and the provisions of this
section shall survive the expiration or termination of this Agreement.
9. Insurance. The Consultant shall procure and maintain for the duration of the
Agreement, insurance against claims for injuries to persons or damage to property which
may arise from or in connection with the performance of the work hereunder by the
Consultant, its agents, representatives, employees, or subcontractors.
9.1 Minimum Scope of Insurance. Consultant shall obtain insurance of the types
described below:
9.1.1 Automobile Liability insurance covering all owned, non -owned, hired and
leased vehicles. Coverage shall be written on Insurance Services Office
(ISO) form CA 00 01 or a substitute form providing equivalent liability
coverage. If necessary, the policy shall be endorsed to provide contractual
liability coverage.
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9.1.2 Commercial General Liability insurance shall be written on ISO
occurrence form CG 00 01 and shall cover liability arising from premises,
operations, independent contractors and personal injury and advertising
injury. The City shall be named as an insured under the Consultant's
Commercial General Liability insurance policy with respect to the work
performed for the City.
9.1.3 Workers' Compensation coverage as required by the Industrial Insurance
laws of the State of Washington.
9.1.4 Professional Liability insurance appropriate to the Consultant's profession.
9.2 Minimum Amounts of Insurance. Consultant shall maintain the following
insurance limits:
9.2.1 Automobile Liability insurance with a minimum combined single limit for
bodily injury and property damage of $1,000,000 per accident.
9.2.2 Commercial General Liability insurance shall be written with limits no
less than:
❑ $1,000,000 each occurrence;
❑ $2,000,000 general aggregate; or
® $1,000,000 each occurrence; and $2,000,000 general aggregate
9.2.3 Professional Liability insurance shall be written with limits no less than:
® $1,000,000 per claim;
❑ $1,000,000 policy aggregate limit; or
❑ $ per claim; and $ per policy aggregate limit
9.3 Other Insurance Provisions. The insurance policies are to contain, or be endorsed
to contain, the following provisions for Automobile Liability, Professional
Liability, and Commercial General Liability insurance:
9.3.1 The Consultant's insurance coverage shall be primary insurance as
respects the City. Any insurance, self-insurance, or insurance pool
coverage maintained by the City shall be excess of the Consultant's
insurance and shall not contribute with it.
9.3.2 The Consultant's insurance shall be endorsed to state that coverage shall
not be cancelled by either party, except after thirty (30) days prior written
notice by certified mail, return receipt requested, has been given to the
City.
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9.4 Acceptability of Insurers. Insurance is to placed with insurers with a current A.M.
Best rating of not less than A: VII.
9.5 Verification of Coverage. Consultant shall furnish the City with original
certificates and a copy of the amendatory endorsements, including but not
necessarily limited to the additional insured endorsement, evidencing the
insurance requirements of the Consultant before commencement of the work.
10. Nondiscrimination. In the performance of this Agreement, the Consultant will not
discriminate against any employee or applicant for employment on the grounds of race,
creed, color, national origin, sex, marital status, age or the presence of any sensory,
mental or physical handicap; provided that the prohibition against discrimination in
employment because of handicap shall not apply if the particular disability prevents the
proper performance of the particular worker involved. The Consultant shall ensure that
applicants are employed, and that employees are treated during employment in the
performance of this Agreement without discrimination because of their race, creed, color,
national origin, sex, marital status, age or the presence of any sensory, mental or physical
handicap. Consultant shall take such action with respect to this Agreement as may be
required to ensure full compliance with local, State and Federal laws prohibiting
discrimination in employment.
11. Covenant Against Contingent Fees. The Consultant warrants that it has not employed
nor retained any company, firm, or person, other than a bona fide employee working
exclusively for the Consultant, to solicit or secure this Agreement; and that it has not paid
or agreed to pay any company, person or firm, other than a bona fide employee working
exclusively for the Consultant, any fee, commission, percentage, brokerage fee, gift, or
other consideration contingent upon or resulting from the award or making of this
Agreement. For breach or violation of this warranty, the City shall have the right to
terminate this Agreement.
12. Assignment and Subcontracting.
12.1 The City has awarded this Agreement to the Consultant due to its unique
qualifications to perform these services. The Consultant shall not assign (or
subcontract other than as specifically identified in Exhibit A) its performance
under this Agreement or any portions of this Agreement without the prior written
consent of the City, which consent must be sought at least thirty (30) days prior to
the date of any proposed assignment.
12.2 Any work or services assigned or subcontracted hereunder shall be subject to each
provision of this Agreement including Section 6, Public Records; Section 10,
Nondiscrimination; proper bidding procedures where applicable; and all local,
State and Federal statutes, ordinances and guidelines.
12.3 Any technical or professional service subcontract not listed in this Agreement,
must have prior written approval by the City.
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13. Termination.
13.1 Termination for Convenience. Either party may terminate this Agreement for any
reason upon giving the other party no less than ten (10) business days written
notice in advance of the effective date of such termination.
13.2 Termination for Cause. If the Consultant fails to perform in the manner called for
in this Agreement, or if the Consultant fails to comply with any other provisions
of this Agreement and fails to correct such noncompliance within five (5)
business days of written notice thereof, the City may terminate this Agreement for
cause. Termination shall be effected by serving a notice of termination on the
Consultant setting forth the manner in which the Consultant is in default. The
Consultant will only be paid for services and expenses complying with the terms
of this Agreement, incurred prior to termination.
14. General Provisions.
14.1 For the purpose of this Agreement, time is of the essence.
14.2 Notice. Notice provided for in this Agreement shall be sent by:
14.2.1 Personal service upon the Project Administrators.
14.2.2 Certified mail to the physical address of the parties, or by electronic
transmission to the e-mail addresses designated for the parties below.
14.3 The Project Administrator for the purpose of this Agreement shall be:
14.3.1 For the City: Abroad Qayoumi, or his/her designee
Public Works Director
525 North 3`'
PO Box 293
Pasco WA 99301
omnia/fepasco-wn.euv (e-mail address)
14.3.2 For the Consultant: Dana Beckwith, or his/her designee
DKS Associates
720 SW Washington St., Suite 500
Portland, OR 97025
dmh a dicsassuciates.cnn)_(e-mail address)
15. Dispute Resolution.
15.1 This Agreement has been and shall be construed as having been made and entered
into and delivered within the State of Washington and it is agreed by each party
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hereto that this Agreement shall be governed by the laws of the State of
Washington.
15.2 In the event of a dispute regarding the enforcement, breach, default, or
interpretation of this Agreement, the Project Administrators, or their designees,
shall first meet in a good faith effort to resolve such dispute. In the event the
dispute cannot be resolved by agreement of the parties, said dispute shall be
resolved by arbitration pursuant to RCW 7.04A, as amended, with both parties
waiving the right of a jury trial upon trial de novo, with venue placed in Pasco,
Franklin County, Washington. The substantially prevailing party shall be entitled
to its reasonable attorney fees and costs as additional award and judgment against
the other.
16. Nonwaiver. Waiver by the City of any provision of this Agreement or any time
limitation provided for in this Agreement shall not constitute a waiver of any other
similar event or other provision of this Agreement.
17. Integration. This Agreement between the parties consists in its entirety of this document
and any exhibits, schedules or attachments verified by initials as a part of Exhibit A. Any
modification of this Agreement or change order affecting this Agreement shall be in
writing and signed by both parties.
18. Authorization. By signature below, each party warrants that they are authorized and
empowered to execute this Agreement binding the City and the Consultant respectively.
IN WITNESS WHEREOF, the parties have caused this Agreement to be executed on
the /(p day of Time/ 2015.
CITY OF PASCO, WASHINGTON CONSULTANT
ave Zab ager CARL Vd/6Er,
APPROVED AS TO FORM:
Lel . Kerr, City Attorney
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Project Name Page 9 of 9
EXHIBIT A
CITY OF PASCO, WASHINGTON
SCOPE OF SERVICES
20th Avenue Safety Improvements
The City of Pasco's 20th Avenue Safety Improvements Project will improve traffic function and
increase safety for both motor vehicles and pedestrians. The City has completed a portion of the
design and is requesting transportation engineering support for traffic signal and ADA
improvements along the condor.
A number of the locations to be improved under this Scope of Services, currently have a design
completed to approximately the 50% design level. This 50% design will be used as the starting
point to complete the design services. It is anticipated that with new survey information
available as part of this improvement project, modifications and adjustments will be made to the
50% plans. The following improvements at intersections along the 20a' Avenue corridor are
included under this scope of services:
Traffic signal improvements and ADA directional ramp improvements at seven locations:
o Sun Willows Boulevard (50% design completed)
0 1-182 Westbound Ramps
0 1-182 Eastbound Ramps
o W Pearl Street (50% design completed)
o W Henry Street (50% design completed)
o W Sylvester Street (50% design completed)
o W Lewis Street
Hybrid pedestrian signal and directional ADA ramp improvements at two locations:
o W Marie Street
o W Yakima Street
Traffic signal improvements at Court Street (will include removal of split phasing and
adding flashing yellow arrow -left tum phasing). (50% design completed)
Elements of the traffic signal improvements as part of this Scope of Services will include design
of the following upgrades to the point feasible with the existing construction funds:
• Upgrade of existing traffic signal cabinets to TS2 Type 1 cabinets and 2070E controllers
• In -fill of existing fiberglass controller foundation with concrete
• Implementation of emergency preemption hardware (GPS based)
• Implementation of blue tooth communications
• Installation of signal indications: flashing yellow arrows for protected/permissive left
turns and modification of through signal head locations
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City of Pasco
20th Avenue Safety Improvements
• Installation of 12" LED indications for all signal aspects
• Installation of Countdown Timers for pedestrian signals
• Implementation of alternative vehicle detection methods (video and Sensys detection)
• Installation of a new mast arm pole at the intersection of W Lewis Street
Installation of new pedestrian signal poles
The above list of improvements excludes the hybrid pedestrian beacon improvements at the
intersections of W Marie Street and W Yakima Street. Hybrid beacons will include a complete
design.
The necessary design engineering will include final plans specifications and cost estimate
(PS&E). Agency support in providing documentation for permitting, required Federal
documentation, construction support, and overall project management will be provided.
The following tasks are included to effectively deliver the 20's Avenue Corridor traffic design
elements and provide support to the City. The proposed tasks will include:
• Project Management and Administration
• Safety Review and Operations Analysis
• Traffic Signal Modification Design
• Hybrid Beacon Design
• Civil Final PS&E
• Traffic Signal Timing Conversions
• Bidding Support
SCOPE OF SERVICES
This Scope of Services covers the traffic engineering and civil design elements necessary to
deliver the 20a' Avenue Citywide Traffic Signal Improvements Project.
SECTION l: PROJECT MANAGEMENT AND ADMINISTRATION
Section 1.1 Project Management
The duration of the project development through final PS&E is estimated to be eight (8) months,
from May 2015 to December 2015. The Consultant will provide overall project management and
coordination for the project both externally and internally with the overall project team. This
will include day-to-day management decision making for the Consultant Team. As part of this
work, the Consultant will develop an overall project schedule; conduct day to day administrative
tasks including prepare progress reports (to be submitted each invoicing period); coordinate
project related meetings; and administer the Consultants QA/QC plan. This will allow for key
project issues to be addresses in a timely manner.
Section 1.2 Schedule
The Consultant will prepare an overall project schedule in MS Project. The important features to
be included in the schedule will be the identification of submittals, key decisions points, and
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City of Pasco
201e Avenue Safety Improvements
meetings. This schedule will be provided to the City and Consultant Team. The schedule will
be updated as needed to reflect changes in project progress. It is anticipated up to I schedule
changes will be required throughout the project.
Section 1.3 Project Meetings
The Consultant will attend up to five meetings during the course of the Project. The meetings
and their duration are as follows:
• Kick-off meeting (one meeting at 9 hours in Pasco). Includes travel time.
• Review/coordination meetings (two video or conference call meetings at 3 hours each).
Includes travel time.
• Review/coordination meetings (one meeting at 9 hours to be attended at the City of
Pasco). Includes travel time.
A kick-off meeting (up to one) will be held to start the project at the City of Pasco. This meeting
will include key Consultant Team members (three team members are estimated to attend each
meeting to include both Civil and Traffic consultants) and will include an on-site field review of
the intersections to be improved under this project.
Review/coordination meetings (up to three) will be held to review comments from the City on
project submittals. It is anticipated that at a minimum, reviews will be conducted at the 60%,
90%, and Final design levels. Review meetings will be held at either the City of Pasco or via
telephone or video conference as outlined above. It is anticipated field review meetings will be
held at the same time as meetings held at the City of Pasco to address project specific issues.
The Consultant will maintain meeting minutes for each of the attended meetings and will provide
a draft summary to the City within 5 business days for comment. Final meeting minutes will be
provided that address comments from review of the draft comments provided to the City,
Meeting minutes will be provided starting after the initial kick-off meeting.
Section 1.4 QA/QC
The Consultant will manage and conduct quality control reviews of all submittals to the City.
The Consultant has an existing quality control program which will be used on this project during
the PS&E development. Sub -contractors will utilize their own establishing QC process or utilize
the consultant established practice. A primary review period is assumed as one week in advance
of the completion of each design phase submittal (assumed to be 601/6, 90%, and Final).
Section 1 Deliverables:
• Project Schedule with up to two 2 updates
• Attendance at up to five meetings (up to 3 consultant staff members to attend)
• Draft and final meeting minutes for up to six meetings
• Provide up to eight progress reports
• Quality Control Reviews for up to three submittals
SECTION 2- SAFETY AND OPERATIONS ANALYSIS
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City of Pasco
20°i Avenue Safety Improvements
As safety analysis will be conducted for the intersections along 201h Avenue between Sun
Willows Boulevard and W Lewis Street. In addition, a traffic signal operational analysis will be
conducted for the 20'h Avenue/Court Street intersection. This analysis will be conducted for the
existing and 2017 (year of opening) conditions.
Section 2.1 Safety Analysis
A safety evaluation will be conducted for the signalized intersections along 20" Avenue between
Sun Willows Boulevard and W Lewis Street (eight intersections). This will consist of a review
of the Safety Study conducted for the Citywide Traffic Signal Improvements in August 2014.
Information for the eight intersections along the 20a' Avenue corridor identified in the safety
study will be summarized in an independent memorandum.
The Consultant will request collision data for the I-182 Eastbound and Westbound Ramp
terminals. These intersections were not part of the original Safety Study conducted for the
Citywide Traffic Signal Improvements in August 2014. The Consultant will provide the
following services for the 1-182 Eastbound and Westbound Ramp terminals (two intersections):
• Request the prior three years of crash data from WSDOT for the City of Pasco.
• Calculate collision rates at the 20'h Avenue at 1-182 Ramp intersections.
• Identify crash trends.
• Identify low cost/high benefit improvements for high crash locations.
The Consultant will summarize the results of the analysis under this task in a brief four to five
page technical memorandum. The Consultant will provide the crash data memorandum for the
City to provide review, comments and approval. The Consultant will address one set of review
comments and provide a final memorandum to the City.
Assumptions:
• City to review and provide comments on the safety evaluation memorandum.
• City to provide traffic count data for traffic analysis.
• Consultant will request accident data from the Washington State Department of
Transportation.
Deliverables:
• Draft Safety Analysis Memorandum (four to five pages)
• Final Safety Analysis Memorandum (four to five pages)
Section 2.2 Operational Analysis (20'h Avenue at Court Street)
The Consultant will conduct a traffic signal operational analysis for the existing conditions and
year 2017 (year of opening) scenario. The purpose of the traffic analysis is to confirm the
proposed lane configuration changes will operate at an acceptable level of service. The
northbound and southbound lane geometry will change from an exclusive left turn/shared-
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City of Pasco
20'h Avenue Safety Improvements
through-left/through lane configuration to an exclusive left/two through lane configuration. The
operational analysis will be conducted via Synchro modeling of the intersection. Future
forecasting will not be provided for the intersection. The Consultant will also analyze the
anticipated queuing at the intersection.
The operational analysis will be summarized in a brief two to three page memorandum. The
Consultant will provide the City with a draft memorandum for review and comment. The
Consultant will update the draft memorandum based on City comments.
Assumptions:
• City to provide PM peak hour vehicle turn movement counts for Synchro.
Deliverables:
• Draft Operational Analysis Memorandum (hvo to three pages)
• Final Operational Analysis Memorandum (two to three pages)
SECTION 3: TRAFFIC SIGNAL MODIFCATION DESIGN
Based on 50% plans developed as part of the Citywide Traffic Signal Improvements Project, the
Consultant Team will develop Plans, Specifications, and Estimates (PS&E) for the construction
of the planned traffic signal modification improvements at the following intersections:
• Sun Willows Boulevard
• W Pearl Street
• Court Street
• W Henry Street
• W Sylvester Street
• W Lewis Street
Traffic signal modification plans will also be developed for the following two intersections that
do not have initial plans developed:
• 1-182 Westbound Ramps
• I-182 Eastbound Ramps
For the development of the 1-182 modifications, the Consultant will provide up to 2 design
concepts for facilitating north/south pedestrian movements at the intersection. These concepts
will be provided to the City and WSDOT in electronic format for review and approval. The
Consultant will address any comments received from the City and WSDOT and provide a final
concept plan. Based on the approved design concept, the Consultant will develop PS&E.
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City of Pasco
20a' Avenue Safety Improvements
The following items will be included in the final design for the 8 intersections identified for
traffic signal modifications. Modifications to conduit, wiring, junction boxes and other items to
complete the design will be included.
• Upgrade of existing traffic signal cabinets to TS2 Type 1 cabinets and 2070E controllers
(six intersections, exceptions are the I-182 Ramps/controller at Court Street to be reused).
• In -fill of existing fiberglass controller foundation with concrete (four intersections)
• Implementation of emergency preemption hardware (GPS based) (six intersections,
exceptions are the 1-182 Ramps)
• Mast arm pole replacement (one intersections, W Lewis Street). Geotechnical soils
analysis for the foundation of the relocation of the mast arm pole was conducted under
the Citywide Traffic Signal Improvement Project and is available from the City.
• Implementation of Bluetooth communications (three intersections)
• Installation of signal indications: flashing yellow arrows for protected/permissive left
turns and modification to through indications (four intersections)
• Installation of battery backup system for traffic signals (to be identified as bid alternate
item) (one intersection, Court Street)
• Implementation of alternative vehicle detection methods which include video and Sensys
detection technology (six intersections, exceptions are the I-182 Ramps). Detection
methods for implementation have already been identified by the City.
• Installation of pedestrian count down timers (to be identified as bid alternate item) (seven
intersections, exception is Court Street)
• Pedestrian signal poldpushbutton pedestal installations, including pedestrian signal and
pushbutton relocations (six intersections)
The following steps have been identified in the development of the final PS&E:
• Develop concept drawings and gain WSDOT approval for the two I-182 Ramp
intersections.
• Produce a 30% design plan set and cost estimate that will include the traffic signal
modifications for the 1-182 intersections.
• Develop Special Provisions based on current City and WSDOT Standard Specifications.
• Engineers Cost Estimate for the proposed work based on current cost estimates and bid
tabs from similar projects and WSDOT bid tabs.
• Produce and submit 60%, 90%, and Final plans, special provisions, and cost estimates for
all intersections.
The Consultant will work closely with City Staff during the design process. Research will be
conducted with manufacturers to identify typical hardware characteristics to support
development of specifications.
Page 6 of 17
City of Pasco
20a` Avenue Safety Improvements
It is not anticipated that new electrical services will be required. Coordination with the local
electrical utility should not be necessary as part of this contract.
The final plans will be developed identifying only those portions of the traffic signal system that
will be modified as part of the traffic signal improvements. Hardware locations and
configurations for controller cabinets, controller cabinet foundations, traffic signal mast arms,
pedestrian pole installations, alternate detection devices (video and Sensys wireless devices),
signal and pedestrian head replacements, emergency preemption hardware, and blue tooth
readers will be identified on the plans. Underground conduits, junction boxes and existing
cabling being affected or modified by the traffic signal improvements will be identified. Details
will be used to the extent possible to minimize the number of unknowns the Contractor will need
to address during the construction phase of the project.
Typical detection device layouts will be developed. It is understood that the City will use Sensys
wireless detection at minor intersection (low volume) approaches and video detection at major
intersection (high volume) approaches. Details will be developed that show typical detection
layouts for side streets, tum pockets, and mainline approaches. Main line detector layouts will
be based on the speed limit of the roadway and will consist of layouts for 25, 30, 35, 40, and 45
mph. Intersections where each typical detail applies will be identified.
The Project Special Provisions will be prepared as required for the design of the traffic signal
modification related elements. Project specifications shall comply with the City of Pasco
Standard Specification format and a first draft shall be submitted with the 60% plans. The
Consultant will be responsible for updating the Amendments and General Special Provisions to
current Washington State Department of Transportation Standard Specifications for Road,
Bridge, and Municipal Construction for the traffic signal related items.
The Construction Cost Estimates will be completed for the 60%, 90% and Final design stages.
Itemized quantities will be calculated starting at the 60% stage. A cost estimate using unit prices
from the City and WSDOT the American Public Works Association (APWA) bid tabulations
will be developed.
This Section assumes up to 2 internal Consultant team meetings will be conducted in Portland to
coordinate design elements between the civil and traffic elements.
Estimated Plan Sheets for Traffic Signal Modifications
The following Table 1 lists the anticipated plan and detail sheets to be included under this
Section. See Section 9 for specific submittal requirements. A complete list of plans and
submittal requirements for all disciplines are listed under Section 9.
Table 1: Estimated Plan Sheets for Traffic Signal Modification Designs
*Only 1-182 intersection plans (2 plan sheets and 2 signal standard detail charts) to be submitted at the 309
Page 7 of 17
City of Pasco
20th Avenue Safety Improvements
Scale
Number
Submittal
Plan Sheet Description
tFull Size
of Sheets
1 30% 1 60% 90% Final
Traffic Signal Modification Plans
1"=20'
8
✓• ✓ ✓ ✓
Signal Standard Detail Chart
MS
2
1 ✓• ✓ ✓ ✓
*Only 1-182 intersection plans (2 plan sheets and 2 signal standard detail charts) to be submitted at the 309
Page 7 of 17
City of Pasco
20th Avenue Safety Improvements
design level.
Assumptions:
• Survey to be provided by the City in AutoCAD format.
• Striping modifications to be provided by the City. Stripping layout to be provided by the
City in AutoCAD format.
• Fifty percent design plans (electronic AutoCAD files) to be provided by the City. Final
Design will start with 50% design plans at locations they are available.
• Permitting to be completed by the City.
• Any Right -of -Way negotiations to be completed by the City.
Deliverables:
• 30%1-182 Concept Plans
• 60%, 90016, and Final traffic signal modification plans
• 60%, 90916, and Final detail sheets
• 60%, 9091a, and Final Special Provisions
• 60%, 90916, and Final Construction Cost Estimates
• Up to 3 internal consultant team design coordination meetings (to be held in Portland)
SECTION 4: HYBRID PEDESTRIAN BEACON DESIGN
The Consultant will design two hybrid pedestrian beacons. One will be located at the W Marie
Street/20'h Avenue intersection and the second at the W Yakima Street/200' Avenue intersection.
The Consultant will work closely with the City to determine the best 20'h Avenue approach (one
with the highest pedestrian volume) to locate the W Yakima Street crossing on. The hybrid
pedestrian beacon will be designed to meet the guidance provided in the Manual on Uniform
Traffic Control Devices.
A brief justification memorandum will be developed by the Consultant under this Section to
justify the installation of the hybrid beacon at a stop controlled intersection. This will be a brief
two to three page memorandum. A draft memorandum will be provided to the City for review
and comment. The Consultant will finalize the memorandum based on City Comment.
The Consultant will work with the local utility to identify power service locations for the two
hybrid pedestrian beacon locations.
The Consultant will work closely with City staff to determine the best conduit routing, pole
placement, and control equipment placement. Conduits will be sized to meet City and NEC code
requirements. This scope assumes the standard City traffic signal poles and foundations will be
used in the design. Design of traffic signal pole footings for altemative pole foundations such as
spread footings, should they be required due to utility conflicts has not been included in this
scope of services. The design will include the use of APS pushbuttons for pedestrian detection.
The Project Special Provisions will be prepared as required for the design of the traffic signal
modification related elements. Project specifications shall comply with the City of Pasco
Standard Specification format and a first draft shall be submitted with the 60% plans. The
Consultant will be responsible for updating the Amendments and General Special Provisions to
Page 8 of 17
City of Pasco
20`h Avenue Safety Improvements
current Washington State Department of Transportation Standard Specifications for Road,
Bridge, and Municipal Construction for the traffic signal related items.
The Construction Cost Estimates will be completed for the 60%, 90% and Final design stages.
Itemized quantities will be calculated starting at the 60% stage. A cost estimate using unit prices
from the City and WSDOT the American Public Works Association (APWA) bid tabulations
will be developed.
No interconnect to adjacent signals will be provided as part of the crossing design under this
Scope of Services with the exception of an interconnect conduit and junction box installed next
to the controller to provide Benton PUD a path for a future fiber connection.
A geotechnical analysis will be required to be conducted at each of the intersections to facilitate
selection of the appropriate mast arm pole foundations. WSDOT standard mast arm pole and
foundation design will be used. Geotechnical support is included under Section 6.
Estimated Plan Sheets for Traffic Signal Modifications
The following Table 2 lists the anticipated plan and detail sheets to be included under this
Section. See Section 9 for specific submittal requirements. A complete list of plans and
submittal requirements for all disciplines are listed under Section 9.
Table 2: Estimated Plan Sheets for Hvbrid Pedestrian Beacon Desions
Plan Sheet Description(Full
Scale
Size
Number
of Sheets
Submittal
30% 60% 90%
Final
Hybrid Pedestrian Beacon Plans
1 "=20'
2
✓ ✓
✓
✓
Traffic Signal Wiring Schematics
NTS
2
✓
✓
✓
Cabinet Wiring Temtinations
NTS
I
✓
✓
✓
Controller Terminations
NPS
I
✓
✓
✓
Signal Standard Detail Chart
NIB
I
✓ ✓
✓
✓
Traffic Signal Detail Sheets
NTS
1
✓
✓
✓
Assumptions:
• Survey to be provided by the City.
• Striping modifications to be provided by the City.
• Permitting to be completed by the City.
• Right -of -Way negotiations to be completed by the City.
Deliverables:
• 30%, 60%, 90%, and Final traffic signal modification plans
• 60116, 90%, and Final detail sheets
• 60%, 90%, and Final Special Provisions
• 60%, 90%, and Final Construction Cost Estimates
SECTION 5: CIVIL DESIGNS FOR RAMP AND SIDEWALK IMPROVEMENTS
The Consultant will provide civil engineering services for the ramp/sidewalk improvements
Page 9 of 17
City of Pasco
20"Avenue Safety Improvements
including impacts to drainage, utilities, and private property improvements (fences, signing, and
landscape restoration) associated with 20a' Avenue Safety Improvements between Lewis Street
and Sun Willows Boulevard.
The services include design for ADA -compliant ramp retrofits, involving 35 ramp comer
locations (curb returns) at nine (9) intersections. Five (5) of the intersections have been designed
and plans prepared to an estimated 50% plus stages, with ramp layout design complete.
The following tasks are proposed.
Section 5.1 Project Management and Coordination
This item includes the management, coordination, and meetings necessary to successfully
complete the project as follows.
• Meet with Prime Consultant to coordinate project designs.
• Coordinate design and plan issues with City and Consultant Team as outlined in Section
1.
Assumptions:
• With the exception of the noted meetings, the majority of the coordination with the City
and Pasco arca agencies is assumed to be completed through email or teleconferencing.
• Site visits will be made twice,
o One visit prior to design to confirm the existing design for the five locations noted
above, and review of the field conditions for the four remaining new locations.
o One following submittal of the 60% PSE.
• Coordination and submittals to WSDOT, City utility departments, and local utility
purveyors by City of Pasco.
Deliverables:
• Includes up to two (2) coordination meetings in the Portland/Vancouver area with Prime
Consultant.
• Includes up to two (1) meetings with the City and Consultant Team in Pasco in
conjunction with the two site visits to confirm prajeci designs with field conditions.
Section 5.2 Civil Design and PSE
Current Design/Plans — Five Locations
Based on 50% plans developed as part of the Citywide Traffic Signal Improvements Project, the
Consultant will develop Plans, Specifications, and Estimates (PS&E) for the construction of the
ramps, sidewalks, drainage modifications, utility modifications, and adjacent private property
modification improvements at the following intersections:
• Sun Willows Boulevard
• Pearl Street
• Henry Street
Page 10 of 17
City of Pasco
200s Avenue Safety Improvements
• Sylvester Street
• Lewis Street
The scope of services for the above noted five locations shall include the following:
Confirm existing ramp layout design and construction note "call -outs" on plans
completed with the Citywide Traffic Signal Improvement Project and transfer
information to project plan sheets to be included with 60% plan submittal.
Design curb return grades, and critical dimensions for ramp layout and prepare ramp
layout and curb return grade plan sheets.
Based on the Citywide Traffic Signal Improvement Project, revise and update curb
return/ramp demolition and construction plans, including stomilwater/sewer
modifications, miscellaneous utility modifications and adjacent private property
modifications.
Design/Plans — Four New Locations
Based on project survey base maps provided by the City, the Consultant will develop Plans,
Specifications, and Estimates (PS&E) for the construction of the ramps, sidewalks, drainage
modifications, utility modifications, and adjacent private property modification improvements at
the following intersections that do not have initial plans developed:
• Marie Street
• Yakima Street
• 1-182 Ramps (north side)
• I-182 Ramps (south side
For the development of the I-182 ramp modifications, the Consultant will provide up to two (2)
design concepts for facilitating north/south pedestrian movements at the 1-182 ramp locations
and will be provided to the City for coordination with WSDOT.
The scope of services for the above noted four (4) shall include the following.
• Design and prepare ramp retrofit layout plans with design grade elevation along the curb
return.
• Design and prepare curb returnlramp demolition and construction plans, including
storm/water/sewer modifications, miscellaneous utility modifications and adjacent private
property modifications (plan detail and format similar to the 50% plans completed with
Citywide Traffic Signal Improvement Project).
• Design and prepare modifications to existing drainage structures and piping to facilitate
ramp layouts.
• Show relocation of miscellaneous utility systems such as phone, cable, power, etc., as
required and designed by utility purveyor.
• Design and show erosion control measures.
Page 11 of 17
City of Pasco
20`a Avenue Safety Improvements
Design and PSE — All Nine Locations
The scope of services for all nine locations shall include the following:
• Design and prepare typical ramp grading criteria details, sections, and notes sheets.
• Design and prepare project specific detail plans, notes, and index plans as required.
• The Project Special Provisions will be prepared as required for the design of the civil
street related elements. Project specifications shall comply with the City of Pasco
Standard Specification format and a first draft shall be submitted with the 60% plans.
The Consultant will be responsible for updating the Amendments and General Special
Provisions to current Washington State Department of Transportation Standard
Specifications for Road, Bridge, and Municipal Construction for the traffic signal related
items.
• The Construction Cost Estimates will be completed for the 60%,90% and Final design
stages. Itemized quantities will be calculated starting at the 60% stage.
Estimated Plan Sheets for Civil (Street) Modifications
The following table lists the anticipated plan and detail sheets to be included under Section 5.
Plan Sheet Description
Scale
(Full
Size)
Number
of
Sheets
Submittal
30%
60%
90%
Final
Ramp Concept Layouts (1-182)
1"=10'
2
✓
Location and Index Sheet
NTS
1
✓
✓
✓
Ramp Layout & Curb Return
Grades
1"=10'
9
✓
✓
✓
Demolition and Construction
Plans
1 "=10'
9
✓
✓
✓
Ramp Details and Notes
NTS
2
✓
✓
✓
Assumptions:
• Survey to be provided by the City. Survey files to include AutoCAD DWG and 3D data
files and information.
• The Citywide Traffic Signal Project plans (electronic AutoCAD DWG files and 3D data
files) shall be provided by the City.
• The ramp design layouts for five Citywide Traffic Signal Project locations are considered
approved by the City and change to ramp layout design is not required. The engineering
services associated with the five locations will include the following.
o Confirm ramp design layout for compliance with ADA for the 60% plan submittal
and provide recommendations for changes.
o Review and confirm utility design for 60% plan submittal.
o Design of curb return grades for 60% plan submittal.
o Completion and finalizing the design and plans for the 90% and Final PSE
submittals.
• Significant changes to the ramp layout and/or utility modification work associated with
five Citywide Traffic Signal Project locations will be considered additional
Page 12 of 17
City of Pasco
20th Avenue Safety Improvements
services. Minor changes to layout or position of the ramps is included in the scope of
work. All significant changes and the associated additional engineering services will be
identified by HHPR and authorized by the City prior to starting these services.
• Grading of ramps to include design grade elevation along the curb returns. Ramp,
landing, and sidewalk design spot elevations are anticipated not to be required and
therefore not included. Grading of ramps will be per "typical' layout and grading details
and sections showing grading criteria; as well as City and WSDOT standard plans.
• The 30% concept plans for the 1-182 intersection will include plan layout only.
• Drainage modifications are limited to relocation of catch basins and associated piping.
Extension of main lines and storm systems are anticipated not to be required and
therefore not included.
• Water and sanitary sewer design and plans are limited to modifications to existing
systems impacted by the placement of the ramps, landings and sidewalks. Main line
improvements are anticipated not to be required and therefore not included.
• Retaining walls are anticipated not to be required and therefore not included.
• Miscellaneous utility modification design for power, phone, and data systems by others.
• Traffic (and pedestrian) control design and plans by others.
• Signing and striping design and plans by others.
• Standard WSDOT and City details to be insetted with the bid documents by the City, and
not part of the construction plan set.
• Right -of -Way negotiations and documentation to be completed by the City.
• Coordination and submittals to WSDOT, City Utility Departments, and local Utility
Purveyors by City of Pasco.
• Preparation of "Maximum Extent Feasible" (MEF) documents are anticipated not to be
required and therefore not included.
Deliverables:
• 30% concept ramp layouts for the 1-181 iutersections
• 6091o, 90%, and Final locationlindex sheets
• 60%,90%, and Final layout plans and curb return grades
• 60916, 90%, and Final demolition and construction plans
• 60%, 90016, and Final details and note sheets
• 60%. 90%, and Final Special provisions
• 60%, 909/6, and Final Construction Cost Estimates
SECTION 6: GEOTECHNICAL
As part of the 20'h Avenue Safety Corridor Improvements, hybrid pedestrian beacons will be
installed at the following locations:
• N 20'h Avenue/W Marie Street
• N 20th Avenue/W Yakima Street
The hybrid pedestrian beacons will require installing new mast arm poles for the beacon system
at each location. The design of the mast arm poles will be performed in accordance with the
Page 13 of 17
City of Pasco
20th Avenue Safety Improvements
Washington State Department of Transportation (WSDOT) Geotechnical Design Manual (GDM)
M 46-03 and Signal Standard Foundation Plan, Sheet J-26.10.01.
The GDM indicates that a single boring is necessary within 75 feet of the proposed signal pole
installation. Therefore, we anticipate only two borings are required.
Explorations
One boring will be drilled at each intersection (two borings total), at or near identified signal
pole locations, using a truck -mounted drill rig with hollow -stem auger methods. Each boring
will be extended approximately 20 feet below the existing ground surface (bgs).
The engineer or geologist will log each boring and obtain disturbed samples as the work
progresses. Samples will be obtained in conjunction with the Standard Penetration Test (SPT) at
21/2 -foot intervals. Recovered soil samples will be placed in labeled plastic bags or jars for
laboratory identification.
At completion, borings will backfill according to Washington Department of Ecology
requirements. If drilling is done through asphalt and/or concrete, explorations will be capped
with the appropriate asphalt cold patch or quikretc. The ground will not be restored to pre -
exploration conditions.
The Consultant will contact the local utility notification center prior to our fieldwork. The
Consultant is not responsible for utilities not clearly identified.
Laboratory Testing
The Consultant will perform the following laboratory tests, as appropriate, on selected soil
samples retrieved from site explorations:
• Moisture content (ASTM D 2216) for material characterization and soil index properties;
• Particle distribution (ASTM D 422 and ASTM D 1140) for material characterization and
soil index properties; and
• Atterberg limits (ASTM D 4318) for material characterization, soil index properties, and
engineering parameter correlations.
Engineering Analysis and Report
The Consultant will prepare a geotechnical engineering letter report that summarizes
observations, explorations, engineering analyses, and signal pole foundation recommendations.
The report will include:
• Exploration logs and a site exploration plan;
• Interpreted soil classifications;
• Groundwater depth, if present;
Page 14 of 17
City of Pasco
20'h Avenue Safety Improvements
• Soil parameters, including unit weight, friction angle, cohesion, lateral bearing
pressures, and L -pile parameters; and
• Signal pole foundation recommendations in accordance with WSDOT typical
standards.
One electronic PDF file of the geotechnical engineering report will be provided for review and
comment by the City. Based on comments received, a final geotechnical engineering report will
be provided to the City. Three hard copies and one electronic PDF file of the geotechnical
engineering report will be provided.
Plans and Specifications Review
Prior to construction, the Consultant will provide a review of the approximately 90 percent plans
and specifications for geotechnical -related items and provide written comment for consideration.
The geotechnical review of the plans and specifications will be summarized in a letter.
Assumptions:
• Maximum 8 field hours required on day of drilling
• Fieldwork will be scheduled to coincide with other Consultant drilling projects to reduce
mobilization fees. The current fee estimate appropriates approximately one-half the
normal mobilization fee.
Deliverables:
• Three hard copies and one electronic copy ojotrr geotechnical engineering report.
• Letter summarizing geotechnical reviewofplans.
SECTION 7: TRAFFIC SIGNAL TIMING CONVERSION
The Consultant Team shall convert the existing local Traconex TMP -390 signal timings to
Cobalt signal timings for intersections owned and operated by the City. The timings shall be
entered into intersection databases, using Centracs. All TMP -390 timing sheets shall be
translated. Signal timings will be converted for the following intersections:
o Sun Willows Boulevard
o W Pearl Street
o W Henry Street
o W Sylvester Street
o W Lewis Street
Consultant shall conduct the following tasks:
• Conduct one meeting via video conference to discuss City policiesipreferences for signal
timing parameters.
• Update local timings, including new pedestrian and vehicle clearance timings.
• Program the new emergency vehicle preemption parameters.
Page 15 of 17
City of Pasco
20'x' Avenue Safety Improvements
• Bench test the new timings on a suitcase tester to confirm operation.
• Provide electronic files for implementation of the signal timings.
The 20t' Avenue/Court Street intersection is currently operating with a new Cobalt Controller.
The Consultant will develop new signal timings based on the new Iane geometry and flashing
yellow arrow left tum operations to be implemented at the intersection as part of this project.
The Consultant will develop timing plans for the 1-182 Eastbound and Westhound Ramps. The
Consultant will coordinate with WSDOT traffic engineers to obtain current timings.
Coordination will include identifying and understanding WSDOT operational requirements at the
two intersection. The Consultant will provide recommend operational changes to the
intersections.
Assumptions:
• City to provide existing traffic signal timing plans and phase diagrams.
• City will load the timings onto new controllers. Field fine tuning is not
• For modifications at the I-1 82 ramps, the Consultant will coordinate with WSDOT for
existing timings and provide recommended changes only based on the new pedestrian
crossing changes.
Deliverables:
• Electronic file for each project intersection
• Hard copy of timing sheets for each project intersection.
SECTION 8: DESIGN ENGINEERING SERVICES DURING BIDDING
The Consultant will provide engineering services during the bidding process for traffic signal
related elements associated with the 20 Avenue Safety Improvements Project. The anticipated
construction engineering services are described as follows:
Pre Bid Opening
The Consultant will respond to questions from prospective bidders and City Staff before bid
opening in reference to the civil ADA ramp and sidewalk design as well as traffic related items
contained in the bid package. All correspondence will be routed through the City via email or
other written correspondence. Budget has been allocated for up to one Addendum to the Plans.
Deliverables:
• Answer to pre bid questions via email or other written correspondence
• Up to one addendum (plaits and specifications update)
SECTION 9: PS&E SUBMITTALS
The following Table 3 includes a complete list of the anticipated plan and detail sheets to be
included under this Scope of Services for the Task 3, 4, and 5 PS&E package development. All
review plan sets will be developed electronically in 11 "x 17" format and will be distributed by
the City. The final plans will be developed full size (22" x 34") on Bond. The final plans will be
Page 16 of 17
City of Pasco
20th Avenue Safety Improvements
provided to the City of Pasco for their preparation and development of the final procurement
package. The final PS&E will consist of one set of plans on bond, special provisions, and
construction cost estimate.
Tnhle 3: Estimated Plan Sheet Index
Plan Sheet Description
Scale
Full Size
Number
of Sheets
30%
Submittal
60% 90%
Final
Traffic Signal Modification Plans
I"=20'
8
✓
✓
✓
Signal Standard Detail Chart
NTS
2
✓'
✓
✓
✓
Hybrid Pedestrian Beacon Plans
I"=20'
2
✓
✓
✓
✓
Traffic Signal Wiring Schematics
NTS
2
✓
✓
✓
Cabinet Wiring Terminations
NTS
I
✓
✓
✓
Controller Terminations
NTS
1
✓
✓
✓
Signal Standard Detail Chan
NTS
1
✓
✓
✓
✓
Traffic Signal Detail Sheets
NTS
1
✓
✓
✓
Romp Concept Layouts (1-182)
1"=10'
2
✓
Location and Index Sheet
NTS
1 -
✓
✓
✓
Ramp Layout & Curb Return Grades
t"=10'
9
✓
✓
✓
Demolition and Construction Plans
I"=10'
9
✓
✓
✓
Ramp Details and Notes
NTS
2
✓
✓
✓
"Only I-182 intersection plans Q plan sheets and 2 signal standard detail charts) to be submitted at the 30%
design level.
Deliverables:
• No deliverables under this Section.
SECTION 10: APPROXIMATE PROJECT TIMELINE/MILESTONES
The following is an estimated time line for completion of the tasks described above. The level of
effort identified in this Scope of Work based has been based on this time line. The timeline
assumes that comments from the City and W SDOT on submittals are received within two weeks
of the submittal:
• Notice to Proceed For Preliminary Design: July 1, 2015
• Submit 30% Design:
• Submit 60% Design:
• Submit 90% Design:
• Submit Final Design:
Deliverables:
a No deliverables under this Section.
August 1, 2015
October 1, 2015
December 1, 2015
February 1, 2015
Page 17 of 17
City of Pasco
20x' Avenue Safety Improvements
F—xlftAgkjA
�ExN16ItTA
Consultant Fee Determination -Summary Sheet
Standard DKS
Billing Grades
Maximum
Direct Salary
I Overhead
Fixed
I Fee*
Maximum
I Billing Rate
$
Tech Level A
$
9.62
177.10%
30.0%
$
29.55
Tech Level B
$
9.77
177.10%
30.0%
$
30.00
Tech Level C
$
11.40
177.10%
30.0%
$
35.00
Tech Level D/Grade I
$
13.03
177.10%
30.0%
$
40.00
Tech Level E/Grade 2
$
14.65
177.10%
30.0%
$
45.00
Tech Level F/Grade 3
$
16.28
177.10%
30.0%
$
50.00
Tech Level G/Grade 4
$
17.91
177.10%
30.0%
$
55.00
Tech Level H/Grade 5
$
19.54
177.10%
30.0%
$
60.00
Tech Level I/Grade 6
$
21.17
177.10%
30.0%
$
65.00
Tech Level J/Grade 7
$
22.79
177.10%
30.0%
$
70.00
Tech Level K/Grade 8
$
24.42
177.10%
30.00/.
$
75.00
Tech Level L/Grade 9
$
26.05
177.10%
30.0%
$
80.00
Tech Level M/Grade 10
$
27.68
177.10%
30.001.
$
85.00
Grade 11
$
29.31
177.10%
30.0%
$
90.00
Grade 12
$
30.93
177.10%
30.0%
$
95.00
Grade 13
$
32.56
177.10%
30.0%
$
100.00
Grade 14
$
34.19
177.10%
30.00/6
$
105.00
Grade 15
$
35.82
177.10%
30.0%
$
110.00
Grade 16
$
37.45
177.10%
30.0%
$
115.00
Grade 17
$
39.08
177.10%
30.0%
$
120.00
Grade 18
$
40.70
177.10%
30.0%
$
125.00
Grade 19
$
42.33
177.10%
30.0%
$
130.00
Grade 20
$
43.96
177.10%
30.0%
$
135.00
Grade 21
$
45.59
177.10%
30.0%
$
140.00
Grade 22
$
47.22
177.10%
30.0%
$
145.00
Grade 23
$
48.84
177.10%
30.0%
$
150.00
Grade 24
$
50.47
177.10%
30.0%
$
155.00
Grade 25
$
52.10
177.10%
30.0%
$
160.00
Grade 26
$
53.73
177.10%
30.0%
$
165.00
Grade 27
$
55.36
177.10%
30.0%
$
170.00
Grade 28
$
56.98
177.10%
30.0%
$
175.00
Grade 29
$
58.61
177.10%
30.0%
$
180.00
Grade 30
$
60.24
177.10%
30.0%
$
185.00
Grade 31
$
61.87
177.10%
30.0%
$
190.00
Grade 32
$
63.50
177.10%
30.0%
$
195.00
Grade 33
$
65.13
177.10%
30.0%
$
200.00
Grade 34
$
66.75
177.10%
30.0%
$
205.00
Grade 35
$
68.38
177.10%
30.0%
$
210.00
Grade 36
$
70.01
177.10%
30.0%
$
215.00
Grade 37
$
71.64
177.10%
30.0%
$
220.00
Grade 38
$
73.27
177.10%
30.0%
$
225.00
Grade 39
$
74.89
177.10%
30.0%
$
230.00
Grade 40
$
76.52
177.10%
30.0%
$
235.00
`calculated using direct salary only