HomeMy WebLinkAboutItem 4.02 - 1900 Situational Awareness Cameras Contract with
Page 1 of 5
STAFF REPORT
CITY COUNCIL
DATE: May 15, 2018
TO: Honorable Mayor and City Councilmembers
FROM:
Christopher L. Foss, City Manager
SUBJECT:
Approve a Contract Services Agreement with Consiliant Technologies LLC
for Procurement and Implementation of Situational Awareness Cameras
and Related Costs
Prepared by: Victor Fox, Lieutenant, Dublin Police Services
EXECUTIVE SUMMARY:
The City Council will consider entering into a contract with Consiliant Technologies LLC
to procure and implement situational awareness Hitachi cameras throughout the City.
Consiliant would be the City’s sole provider of high definition situational cameras to
supplement crime investigation activities.
STAFF RECOMMENDATION:
Adopt the Resolution Approving the Contract Services Agreement with Consiliant; and
approve the budget change for the contract and related costs.
FINANCIAL IMPACT:
The initial capital costs of the Situational Awareness Cameras (Sitcams), including
hardware, software, licensing, training, and installation is $633,975.64. The initial
purchase includes the first 36 months of hardware maintenance, training, licensing fees,
and cellular data. This will provide for 53 Sitcams installed across 16 intersections in the
City of Dublin. Staff is also requesting to a 10% contingency budget ($63,397.56) on the
contract amount, and $31,680 to cover 36 months of separate data transmission costs.
This brings this the total initial budgeted cost to $729,053.20.
Following the initial 36-month period, annual operating expenses are estimated at
$57,539. This includes, licensing fees, software subscriptions, hardware maintenance
and support and cellular data.
With the City Council’s approval, funds for these costs will be appropriated from the
General Fund Reserve for Innovations and New Opportunities (current balance $1.8
million).
Page 2 of 5
DESCRIPTION:
On November 21, 2017, Dublin Police Services (DPS) staff provided the City Council
with an update to the current Automated License Plate Recognition (ALPR) program
which was completed in March 2017. Staff also provided an overview of other potential
technological resources, such as Sitcams, which DPS could use to enhance crime
prevention and investigations capability.
Although the current ALPR cameras have been successful in numerous criminal cases,
DPS has found the system has certain limitations, including cost and efficacy. On the
issue of cost, (for example) deploying ALPR cameras to capture all lanes at Dublin
Boulevard and Dougherty Road would cost upwards of $70 0,000, excluding ongoing
annual maintenance of that intersection. Furthermore, DPS has seen an increase in
crimes being committed in vehicles with either dealership paper plates or no plates at
all. The ALPR systems do not recognize dealership paper plate s, and although they will
recognize rental vehicles, often times these vehicles are rented under fraudulent means
and the renter cannot be identified. Although California law requires license plates to be
displayed on the front of the vehicle, not all vehicle owners adhere to the law.
At the direction of the City Council, DPS staff worked with vendors to explore the use of
high-resolution Sitcams to supplement the existing ALPR infrastructure. Sitcams have
the ability to capture real-time footage of an entire area, such as a major intersection,
where the cameras are installed. This will allow an intersection to be reviewed for
investigative leads when a vehicle is not detected by an ALPR camera or when a
vehicle does not have license plates. Sitcams also have the ability to capture criminal
activity and suspect descriptions in situations when a vehicle is not involved.
Depending on location and angle, Sitcams also have the ability to detect vehicle license
plates, description of vehicle occupants, as well as rotate and zoom to monitor live
situations.
Staff identified Consiliant as the vendor which can provide unique Sitcam technology,
made by Hitachi, to best carry out the goals of the agency. Specifically, the Sitcam
video system provides onboard archiving and on-demand live monitoring of activity for
public safety without the need for a centralized server. Based on the ability of Sitcams
to monitor entire intersections, Staff believes it would be advantageous to install this
technology at most of the major intersections, including key ingress and egress points to
the city. Preliminary intersections have been identified as follows:
• Schaefer Ranch & Dublin Boulevard
• Dublin Boulevard & San Ramon Road
• San Ramon Road & Amador Valley Boulevard
• San Ramon Road & Westside Drive
• Village Parkway & Davona Drive
• Village Parkway & Amador Valley Boulevard
• Village Parkway & Dublin Boulevard
• Dublin Boulevard & Dougherty Road
• Dougherty Road & Amador Valley Boulevard
Page 3 of 5
• Dublin Boulevard & Hacienda Drive
• Tassajara Road & Gleason Drive
• Tassajara Road & Dublin Boulevard
• Fallon Road & Dublin Boulevard
• Fallon Road & Positano Parkway
• Fallon Road & Bent Tree Drive
• Fallon Road & Tassajara Road
If approved, it is anticipated this project will be impl emented and fully operational in
approximately three months after approval.
Costs
The initial capital costs of this project include the purchase and installation of all
equipment and the first 36 months of hardware maintenance, training, and licensing
fees. The initial costs will also include the acquisition and monthly fees for transmitting
data over cellular service (SIM Cards), which will be procured by the City separately
from the contract with Consiliant.
The initial system purchase of all hardware, software, licensing, and training for 53
Sitcams at 16 intersections is $633,975.64. This price includes installation costs from
Hitachi’s sub-contractor Continental Electric ($167,146) to mount and access power to
the cameras at the selected locations. What is not included from the contract proposal is
the cost associated with transmitting data through cellular service. This project will
require a total of 22 SIM Cards, each costing $40 per month to operate. This translates
to a yearly cost of $10,560. Staff is requesting funding for the SIM Cards to operate for
the first 36 months ($31,680) of the project. After this period, the SIM Cards will become
an annual operating expense which will be budgeted through the normal budgeting
process. Finally, Staff is also requesting to add a 10% contingency ($63,397.56) for
unseen or unexpected complications that can be executed by the City Manager. This
brings the total cost to $729,053.20.
Following the initial 36-month period, annual operating expenses are esti mated to be
$57,539. This includes licensing fees, software subscriptions, hardware maintenance
and support and cellular data.
Funding is available in the General Fund Reserve for Innovations and New
Opportunities to make the initial purchase of this video camera technology. Funding for
the annual operating cost after the first 36 months will be budgeted through the normal
budgeting process. Adoption of the attached resolution (Attachment 1) and approval of
the budget change (Attachment 3) will allow DPS to move forward with this project.
Exception to Formal Bidding
The City Municipal Code establishes the procedures for making purchases and requires
that major purchases in excess of $45,000 be awarded by the City Council. The award
is to be made based on formal sealed bids unless one of the allowed exceptions is
Page 4 of 5
utilized. The Municipal Code contains a specific exception to the formal bid process
when a contract or purchase involves goods of a technical nature, where it would be
difficult for a vendor to bid on a standard set of specifications, and the Purchasing Agent
undertakes a thorough review of known products and a comparison of features which
would most closely meet the city’s needs at the lowest cost. (Section 2.36.100 (B)(4)
Dublin Municipal Code).
Consiliant is Hitachi’s premier partner and the only provider of Hitachi Visualization
Suite (HVS) software from Hitachi Vantara. Consiliant is also unique its engagement
model and ability manage all aspects of hardware, software, services, construct ion and
support for the City. While there are other camera systems that provide similar
functionality, most require custom acquisition and manual configuration of solution
components to provide the same level of functionality that is offered through Consiliant.
Accordingly, Staff believes the nature of the contract and purchase exempts it from the
competitive bidding process outlined in Municipal Code Section 2.36.
Furthermore, competitive bidding requirements may also be waived for public works
contracts when it would not be in the public interest, such that no competitive advance
would be gained, by soliciting bids for the work. (Graydon v. Pasadena Redev. Agency
(1980) 104 CA.3d 631).
Note, however, that public works requirements, including but not limited to payment of
prevailing wage and Department of Industrial Relations registration, are made
mandatory in the contract services agreement.
Internal Police Department Policy for Use
In conjunction with implementation of this program, the Police Department will adopt
and abide by a policy governing use of the cameras. The policy will limit authorized use
of Sitcams to police investigation purposes, including the investigation of stolen
vehicles, AMBER alerts, and in-progress crimes. The policy will set out parameters for
authorized users, data collection, data access, data protection, public access, third party
data sharing, user training, and internal auditing. The policy will also designate a system
administrator for the Sitcam system, who will ensure selected Sitcam system operators
are trained, data collection and retention policies are adhered to, and the overall Sitcam
system is maintained.
California Environmental Quality Act
The project is Categorically Exempt from the provisions of the Califo rnia Environmental
Quality Act (CEQA) pursuant to section 15303: New Construction and Conversion of
Small Structures which allows the construction of new structures.
NOTICING REQUIREMENTS/PUBLIC OUTREACH:
Page 5 of 5
None.
ATTACHMENTS:
1. Resolution Approving a Contract Services Agreement with Consiliant Technologies
LLC
2. Exhibit A to the Resolution - Contract Services Agreement with Consiliant
Technologies
3. Budget Change Form
ATTACHMENT 1
RESOLUTION NO. xx - 18
A RESOLUTION OF THE CITY COUNCIL
OF THE CITY OF DUBLIN
* * * * * * * * *
APPROVING A CONTRACT SERVICES AGREEMENT WITH CONSILIANT TECHNOLOGIES LLC,
WHEREAS, the use of technology in law enforcement in the form of Situational Awareness
Cameras (Sitcams) is on the rise and has shown to enhance enforcement and investigation
capabilities; and
WHEREAS, on November 21, 2017, Staff received direction from the City Council to determine
the type of Sitcam technology that would best meet the needs of the agency; and
WHEREAS, Staff thoroughly researched the capability of various Sitcam systems, concluded
that the Hitachi Visualization Suite platform was superior to the other available Sitcam systems in
terms of meeting the needs for the department and the City, and identified Consiliant as the sole
provider of the platform; and
WHEREAS , Staff determined the installation and use of 53 Sitcams covering 16 intersections
would maximize the enforcement and investigative capabilities of this technology; and
WHEREAS, Staff has obtained a quote of $633,975.64 from Consiliant, a video technology
vendor to provide 53 Sitcams and associated software, hardware, installation, and maintenance,
including the Hitachi Visualization Suite, a price that is favorable to prices offered by vendors of
similar products; and
WHEREAS, funding is available in the General Fund Reserve for Innovations and New
Opportunities for this technology; and
WHEREAS, Section 2.36.100(B)(4) of the Dublin Municipal Code allows for exceptions to the
typical public bidding process when a purchase involves goods of a technical nature, where it would
be difficult for a vendor to bid on a standard set of specifications, and staff undertakes a thorough
review of known products and a comparison of features which would most closely meet the ci ty’s
needs at the lowest cost; and
WHEREAS, the City also has the authority to waive competitive bidding pursuant to the
established common-law doctrine articulated in the case of Graydon v. Pasadena Redevelopment
Agency (1980) 104 Cal.App. 3d 631, because it would not be in the public interest, such that no
competitive advance would be gained, by soliciting bids for the work.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Dublin hereby
approves the procurement of goods and se rvices without a public bidding process, in light of the fact
that the Hitachi Visualization Suite was determined to be the product that best met the City’s needs, is
only available from Consiliant, and the price offered by Consiliant is comparable to other comparable
systems that would not meet the City’s needs as well as Consiliant’s system.
BE IT FURTHER RESOLVED that that no competitive advantage would be gained by soliciting
bids for the work in that the product that best met the City’s needs is only available from Consiliant
ATTACHMENT 1
and the price offered by Con siliant is comparable to other comparable systems that would not meet
the City’s needs as well as Consiliant’s system.
BE IT FURTHER RESOLVED that the City Council authorizes a Contract Services Agreement
with Consiliant Technologies LLC for a term ending three years after installation of the cameras is
complete.
BE IT FURTHER RESOLVED that the City Manager is authorized to procure 22 SIM cards,
each costing $40.00 per month to operate for three years at a total cost not to exceed $31,680.
BE IT FURTHER RESOLVED that the City Manager is authorized to execute this Agreement,
and to take such other and further action, as necessary and appropriate to carry out t he intention of
this Resolution, incuding using up to the 10% contract contingency amount of $63,397 to execute
contract change orders or to pay for unforseen related costs including but not limited to Traffic Control
work, or executing change orders that do not increase the compensation set forth in the agreement.
BE IT FURTHER RESOLVED that the project is Categorically Exempt from the provisions of
the California Environmental Quality Act (CEQA) pursuant to section 15303: New Construction and
Conversion of Small Structures which allows the construction of new structures.
PASSED, APPROVED AND ADOPTED this 15th day of May 2018, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
______________________________________
Mayor
ATTEST:
_______________________________________
City Clerk
2961896.1
CONTRACT SERVICES AGREEMENT BETWEEN THE CITY OF DUBLIN AND
CONSILIANT TECHNOLOGIES LLC
THIS AGREEMENT for contract services is made by and between the City of Dublin (“City”) and Consiliant
Technologies LLC (“Contractor”) as of May 15, 2018.
Section 1. SERVICES. Subject to the terms and conditions set forth in this Agreement, Contractor shall
provide to City the materials and services described in the Statement of Work attached as Exhibit A at the time and
place and in the manner specified therein. In the event of a conflict in or inconsistency between the terms of this
Agreement and Exhibit A, the Agreement shall prevail.
1.1 Term of Services. The term of this Agreement shall begin on the date first noted above and shall
end three (3) years after the date the Updated Camera/Device Spreadsheet at the completion of
the Final Acceptance Test Plan is delivered to the City (“Initial Term”), and Contractor shall
complete the work and perform the services described in Exhibit A until that date, unless the term
of the Agreement is otherwise terminated or extended, as provided for in Section 8. The time
provided to Contractor to complete the work and perform the services required by this Agreement
shall not affect the City’s right to terminate the Agreement, as provided for in Section 8.
1.2 Standard of Performance. Contractor 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 Contractor is engaged in the geographical area in which Contractor
practices its profession and in conformance with the stated use of the materials and services by the
City detailed in Exhibit A. Contractor shall prepare all work products required by this Agreement in
a substantial, first-class manner and shall conform to the standards of quality normally observed by
a person practicing in Contractor’s profession.
1.3 Assignment of Personnel. Contractor 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 reassignment of any such persons, Contractor shall, immediately
upon receiving notice from City of such desire of City, reassign such person or persons.
1.4 Time. Contractor shall devote such time to the performance of services pursuant to this
Agreement as may be reasonably necessary to meet the standard of performance provided in
Section 1.2 above and to satisfy Contractor’s obligations hereunder.
1.5 Public Works Requirements. Because the services described in Exhibit A include construction,
alteration, demolition, installation, or repair work done under contract and paid for in whole or in
part out of public funds. the services constitute a public works within the definition of Section
1720(a)(1) of the California Labor Code. As a result, Consultant is required to comply with the
provisions of the California Labor Code applicable to public works, to the extent set forth in Exhibit
D.
1.6 Public Works Contractor Registration. Contractor agrees, in accordance with Section 1771.1 of
the California Labor Code, that Contractor or any subcontractor shall not be qualified to bid on, be
listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or
engage in the performance of any contract for public work, as defined in Chapter 1 of Part 7 of
Division 2 of the California Labor Code, unless currently registered and qualified to perform public
work pursuant to California Labor Code section 1725.5. It is not a violation of this section for an
unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and
Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the
contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract
is awarded. No contractor or subcontractor may be awarded a contract for public work on a public
works project unless registered with the Department of Industrial Relations pursuant to California
Labor Code section 1725.5. Contractor agrees, in accordance with Section 1771.4 of the
California Labor Code, that if the work under this Agreement qualifies as public work, it is subject to
compliance monitoring and enforcement by the Department of Industrial Relations.
1.7 Delivery of City Conduit. This Agreement is premised on the City’s ability to deliver adequate
conduit to Contractor for electrical connections. Based on Contractor and City’s preliminary
investigation, the infrastructure at thirteen (13) of the sixteen (16) sites listed in Exhibit A appear
satisfactory. In the event that a particular location is not within the City of Dublin boundaries, or
does not contain adequate infrastructure and would require additional work, materials, or
compensation (including but not limited to the three (3) sites which, upon investigation were
identified to have potentially unsatisfactory conditions), the City and Contractor agree to meet in
good faith to determine if 1) an alternate location may be suitable for installation or 2) the City
wishes to contract for the additional work required to make the originally planned location suitable
for installation. Should the City wish to choose an alternate location, Contractor agrees to install
hardware equipment at an alternative location, at no additional cost. If no alternate location can be
located to the satisfaction of both parties, the City shall be entitled to reimbursement for licensing,
maintenance and support fees, as allocated to that location, but shall not be entitled to
reimbursement for hardware costs.
1.8 Encroachment Permit. Contractor shall obtain an encroachment permit for the work
contemplated under this agreement and shall follow the procedures outlined in the permit including
the inspection of all work completed. The City shall waive the permit fees.
1.9 City Signal Specifications. Contractor shall abide by the City of Dublin Traffic Signal and
Roadway Lighting Specifications, including but not limited to Section 10-2.08—Conductors and
Wiring, which is attached as Exhibit B and incorporated by this reference as if fully set forth herein.
1.10 As-Built Plans. Prior to acceptance of the work, Contractor shall update the signal as-built plans
by updating the camera locations on the poles and the conductor schedule.
1.11 Maintenance. Contractor shall ensure the hardware and software are maintained in accordance
with Exhibit A and the Hitachi Vantara Legal Terms and Conditions. The most current Hitachi
Vantara Legal Terms and Conditions can be found at https://www.hitachivantara.com/en-
us/company/legal.html and a copy of Hitachi Vantara Support Services is attached as
Exhibit C and incorporated by this reference as if fully set forth herein.
Section 2. COMPENSATION. City hereby agrees to pay Contractor a sum not to exceed $633,975.64
notwithstanding any contrary indications that may be contained in Contractor’s proposal, for services to be performed
under this Agreement. In the event of a conflict between this Agreement and Contractor’s proposal, attached as
Exhibit A, regarding the amount of compensation, the Agreement shall prevail. City shall pay Contractor for services
rendered pursuant to this Agreement at the time and in the manner set forth herein. The payments specified below
shall be the only payments from City to Contractor for services rendered pursuant to this Agreement. Contractor
shall submit all invoices to City in the manner specified herein. Except as specifically authorized by City, Contractor
shall not bill City for duplicate services performed by more than one person.
Contractor and City acknowledge and agree that compensation paid by City to Contractor under this Agreement is
based upon Contractor’s costs of providing the services required hereunder, including salaries and benefits of
employees and subcontractors of Contractor. Consequently, the parties further agree that compensation hereunder
is intended to include the costs of contributions to any pensions and/or annuities to which Contractor and its
employees, agents, and subcontractors may be eligible. City therefore has no responsibility for such contributions
beyond compensation required under this Agreement.
2.1 [RESERVED]
2.2 [RESERVED]
2.3 Total Payment. City shall pay for the services to be rendered by Contractor pursuant to this
Agreement. City shall not pay any additional sum for any expense or cost whatsoever incurred by
Contractor in rendering services pursuant to this Agreement. City shall make no payment for any
extra, further, or additional service pursuant to this Agreement.
In no event shall Contractor submit any invoice for an amount in excess of the maximum amount of
compensation provided above either for a task or for the entire Agreement, unless the Agreement
is modified prior to the submission of such an invoice by a properly executed change order or
amendment.
An itemized quote and payment schedule are attached as Exhibit A-1 and incorporated by this
reference as if fully set forth herein
2.4 [RESERVED]
2.5 Payment of Taxes. Contractor is solely responsible for the payment of employment taxes incurred
under this Agreement and any similar federal or state taxes.
2.6 [RESERVED]
2.7 Authorization to Perform Services. The Contractor is not authorized to perform any services or
incur any costs whatsoever under the terms of this Agreement until receipt of authorization from
the Contract Administrator.
2.8. Acceptance of Work. Upon notice of completion of all installation work and delivery of a set of
final as-built plans as set forth in Section 1.10, the Police Department and Public Works Department shall
examine the work without delay. If the work is found to be in accordance with this Agreement, City shall
make its final payment to Contractor.
Section 3. FACILITIES AND EQUIPMENT. Except as set forth herein, Contractor shall, at its sole cost and
expense, provide all facilities and equipment that may be necessary to perform the services required by this
Agreement.
Section 4. INSURANCE REQUIREMENTS. Before beginning any work under this Agreement, Contractor, at
its own cost and expense, shall procure "occurrence coverage" insurance against claims for injuries to persons or
damages to property that may arise from or in connection with the performance of the work hereunder by the
Contractor and its agents, representatives, employees, and subcontractors. Contractor shall provide proof
satisfactory to City of such insurance that meets the requirements of this section and under forms of insurance
satisfactory in all respects to the City. Contractor shall maintain the insurance policies required by this section
throughout the term of this Agreement. The cost of such insurance shall be included in the Contractor’s bid.
Contractor shall not allow any subcontractor to commence work on any subcontract until Contractor has obtained all
insurance required herein for the subcontractor(s) and provided evidence thereof to City. Verification of the required
insurance shall be submitted and made part of this Agreement prior to execution.
It shall be a requirement under this Agreement that any available insurance proceeds broader than or in excess of
the specified minimum insurance coverage requirements and/or limits shall be available to City as an additional
insured. Furthermore, the requirements for coverage and limits shall be (1) the minimum coverage and limits
specified in this Agreement; or (2) the broader coverage and maximum limits of coverage of any insurance policy or
proceeds available to the named insured; whichever is greater. The additional insured coverage under the
Contractor’s policy shall be “primary and non-contributory” and will not seek contribution from City’s insurance or self-
insurance and shall be at least as broad as CG 20 01 04 12. In the event Contractor fails to maintain coverage as
required by this Agreement, City at its sole discretion may purchase the coverage required and the cost will be paid
by Contractor. Failure to exercise this right shall not constitute a waiver of right to exercise later. Each insurance
policy shall include an endorsement providing that it shall not be cancelled, changed, or allowed to lapse without at
least thirty (30) days’ prior written notice to City of such cancellation, change, or lapse.
4.1 Workers’ Compensation. Contractor shall, at its sole cost and expense, maintain Statutory
Workers’ Compensation Insurance and Employer’s Liability Insurance for any and all persons
employed directly or indirectly by Contractor. The Statutory Workers’ Compensation Insurance and
Employer’s Liability Insurance shall be provided with limits of not less than ONE MILLION
DOLLARS ($1,000,000.00) per accident. In the alternative, Contractor may rely on a self-
insurance program to meet those requirements, but only if the program of self-insurance complies
fully with the provisions of the California Labor Code. Determination of whether a self-insurance
program meets the standards of the Labor Code shall be solely in the discretion of the Contract
Administrator. The insurer, if insurance is provided, or the Contractor, if a program of self-insurance
is provided, shall waive all rights of subrogation against the City and its officers, officials,
employees, and volunteers for loss arising from work performed under this Agreement.
An endorsement shall state that coverage shall not be canceled except after thirty (30) days' prior
written notice by certified mail, return receipt requested, has been given to the City. Contractor
shall notify City within 14 days of notification from Contractor’s insurer if such coverage is
suspended, voided or reduced in coverage or in limits.
4.2 Commercial General and Automobile Liability Insurance.
4.2.1 General requirements. Contractor, at its own cost and expense, shall maintain
commercial general and automobile liability insurance for the term of this Agreement in an
amount not less than ONE MILLION DOLLARS ($1,000,000.00) per occurrence,
combined single limit coverage for risks associated with the work contemplated by this
Agreement. If a Commercial General Liability Insurance or an Automobile Liability form or
other form with a general aggregate limit is used, either the general aggregate limit shall
apply separately to the work to be performed under this Agreement or the general
aggregate limit shall be at least twice the required occurrence limit. Such coverage shall
include but shall not be limited to, protection against claims arising from bodily and
personal injury, including death resulting therefrom, and damage to property resulting
from activities contemplated under this Agreement, including the use of owned and non-
owned automobiles.
4.2.2 Minimum scope of coverage. Commercial general coverage shall be at least as broad
as Insurance Services Office Commercial General Liability occurrence form CG 0001.
Automobile coverage shall be at least as broad as Insurance Services Office Automobile
Liability form CA 0001 Code 1 (“any auto”).
4.2.3 Additional requirements. Each of the following shall be included in the insurance
coverage or added as an endorsement to the policy:
a. City and its officers, employees, agents, and volunteers shall be covered as
additional insureds with respect to each of the following: liability arising out of
activities performed by or on behalf of Contractor, including the insured’s general
supervision of Contractor; products and completed operations of Contractor;
premises owned, occupied, or used by Contractor; and automobiles owned,
leased, or used by the Contractor. The coverage shall contain no special
limitations on the scope of protection afforded to City or its officers, employees,
agents, or volunteers.
b. The insurance shall cover on an occurrence or an accident basis, and not on a
claims-made basis.
c. An endorsement must state that coverage is primary insurance with respect to
the City and its officers, officials, employees and volunteers, and that no
insurance or self-insurance maintained by the City shall be called upon to
contribute to a loss under the coverage.
d. Any failure of Contractor to comply with reporting provisions of the policy shall
not affect coverage provided to City and its officers, employees, agents, and
volunteers.
e. An endorsement shall state that coverage shall not be canceled except after
thirty (30) days' prior written notice by certified mail, return receipt requested, has
been given to the City. Contractor shall notify City within 14 days of notification
from Contractor’s insurer if such coverage is suspended, voided or reduced in
coverage or in limits.
4.4 All Policies Requirements.
4.4.1 Acceptability of insurers. All insurance required by this section is to be placed with
insurers with a Bests' rating of no less than A:VII.
4.4.2 Verification of coverage. Prior to beginning any work under this Agreement, Contractor
shall furnish City with certificates of insurance and with original endorsements effecting
coverage required herein. 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 City reserves the right to require complete, certified copies of all required insurance
policies and endorsements. Failure to exercise this right shall not constitute a waiver of
right to exercise later.
4.4.3 Subcontractors. Contractor agrees to include with all subcontractors in their subcontract
the same requirements and provisions of this Agreement including the Indemnification
and Insurance requirements to the extent they apply to the scope of the Subcontractor’s
work. Subcontractors hired by Contractor agree to be bound to Contractor and the City in
the same manner and to the same extent as Contractor is bound to the City under the
Contract Documents. Subcontractor further agrees to include these same provisions with
any Sub-subcontractor. A copy of the Owner Contract Document Indemnity and
Insurance provisions will be furnished to the Subcontractor upon request. Contractor shall
require all subcontractors to provide a valid certificate of insurance and the required
endorsements included in the agreement prior to commencement of any work and will
provide proof of compliance to the City.
4.4.4 Variation. The City may approve a variation in the foregoing 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.
4.4.5 Deductibles and Self-Insured Retentions. All self-insured retentions (SIR) and/or
deductibles must be disclosed to the City for approval and shall not reduce the limits of
liability. Policies containing any self-insured retention provision and/or deductibles shall
provide or be endorsed to provide that the SIR and/or deductibles may be satisfied by
either the named insured or the City.
4.4.6 Excess Insurance. The limits of insurance required in this Agreement may be satisfied
by a combination of primary and umbrella or excess insurance. Any umbrella or excess
insurance shall contain or be endorsed to contain a provision that such coverage shall
also apply on a primary and non-contributory basis for the benefit of City (if agreed to in a
written contract or agreement) before City’s own insurance or self-insurance shall be
called upon to protect City as a named insured.
4.4.7 Notice of Reduction in Coverage. In the event that any coverage required by this
section is reduced, limited, or materially affected in any other manner, Contractor shall
provide written notice to City at Contractor’s earliest possible opportunity and in no case
later than five days after Contractor is notified of the change in coverage.
4.5 Remedies. In addition to any other remedies City may have if Contractor fails to provide or
maintain any insurance policies or policy endorsements to the extent and within the time herein
required, City may, at its sole option exercise any of the following remedies, which are alternatives
to other remedies City may have and are not the exclusive remedy for Contractor’s breach:
▪ Obtain such insurance and deduct and retain the amount of the premiums for such insurance
from any sums due under the Agreement;
▪ Order Contractor to stop work under this Agreement or withhold any payment that becomes
due to Contractor hereunder, or both stop work and withhold any payment, until Contractor
demonstrates compliance with the requirements hereof; and/or
▪ Terminate this Agreement.
Section 5. INDEMNIFICATION AND CONTRACTOR’S RESPONSIBILITIES. To the maximum extent
allowed by law, Contractor shall indemnify, keep and save harmless the City, and City Councilmembers, officers,
agents and employees against any and all suits, claims or actions arising out of any injury to persons or property,
including death, that may occur, or that may be alleged to have occurred, in the course of the performance of this
Agreement by a negligent act or omission or wrongful misconduct of the Contractor or its employees, subcontractors
or agents. Contractor further agrees to defend any and all such actions, suits or claims and pay all charges of
attorneys and all other costs and expenses arising therefrom or incurred in connection therewith; and if any judgment
be rendered against the City or any of the other individuals enumerated above in any such action, Contractor shall, at
its expense, satisfy and discharge the same. Contractor’s responsibility for such defense and indemnity obligations
shall survive the termination or completion of this Agreement for the full period of time allowed by law. The defense
and indemnification obligations of this Agreement are undertaken in addition to, and shall not in any way be limited
by, the insurance obligations contained in this Agreement.
In the event that Contractor or any employee, agent, or subcontractor of Contractor providing services under this
Agreement is determined by a court of competent jurisdiction or the California Public Employees Retirement System
(PERS) to be eligible for enrollment in PERS as an employee of City, Contractor shall indemnify, defend, and hold
harmless City for the payment of any employee and/or employer contributions for PERS benefits on behalf of
Contractor or its employees, agents, or subcontractors, as well as for the payment of any penalties and interest on
such contributions, which would otherwise be the responsibility of City.
Contractor/Subcontractor’s responsibility for such defense and indemnity obligations shall survive the termination or
completion of this Agreement for the full period of time allowed by law.
Section 6. STATUS OF CONTRACTOR.
6.1 Independent Contractor. At all times during the term of this Agreement, Contractor shall be an
independent contractor and shall not be an employee of City. City shall have the right to control
Contractor only insofar as the results of Contractor’s services rendered pursuant to this Agreement
and assignment of personnel pursuant to Subparagraph 1.3; however, otherwise City shall not
have the right to control the means by which Contractor accomplishes services rendered pursuant
to this Agreement. Notwithstanding any other City, state, or federal policy, rule, regulation, law, or
ordinance to the contrary, Contractor and any of its employees, agents, and subcontractors
providing services under this Agreement shall not qualify for or become entitled to, and hereby
agree to waive any and all claims to, any compensation, benefit, or any incident of employment by
City, including but not limited to eligibility to enroll in the California Public Employees Retirement
System (PERS) as an employee of City and entitlement to any contribution to be paid by City for
employer contributions and/or employee contributions for PERS benefits.
6.2 Contractor No Agent. Except as City may specify in writing, Contractor shall have no authority,
express or implied, to act on behalf of City in any capacity whatsoever as an agent. Contractor
shall have no authority, express or implied, pursuant to this Agreement to bind City to any
obligation whatsoever.
Section 7. LEGAL REQUIREMENTS.
7.1 Governing Law. The laws of the State of California shall govern this Agreement.
7.2 Compliance with Applicable Laws. Contractor and any subcontractors shall comply with all laws
applicable to the performance of the work hereunder.
7.3 Other Governmental Regulations. To the extent that this Agreement may be funded by fiscal
assistance from another governmental entity, Contractor and any subcontractors shall comply with
all applicable rules and regulations to which City is bound by the terms of such fiscal assistance
program.
7.4 Licenses and Permits. Contractor represents and warrants to City that Contractor and its
employees, agents, and any subcontractors have all licenses, permits, qualifications, and
approvals of whatsoever nature that are legally required to practice their respective professions.
Contractor represents and warrants to City that Contractor and its employees, agents, any
subcontractors shall, at their sole cost and expense, keep in effect at all times during the term of
this Agreement any licenses, permits, and approvals that are legally required to practice their
respective professions. In addition to the foregoing, Contractor and any subcontractors shall obtain
and maintain during the term of this Agreement valid Business Licenses from City.
7.5 Nondiscrimination and Equal Opportunity. Contractor shall not discriminate, on the basis of a
person’s race, religion, color, national origin, age, physical or mental handicap or disability, medical
condition, marital status, sex, or sexual orientation, against any employee, applicant for
employment, subcontractor, bidder for a subcontract, or participant in, recipient of, or applicant for
any services or programs provided by Contractor under this Agreement. Contractor shall comply
with all applicable federal, state, and local laws, policies, rules, and requirements related to equal
opportunity and nondiscrimination in employment, contracting, and the provision of any services
that are the subject of this Agreement, including but not limited to the satisfaction of any positive
obligations required of Contractor thereby.
Contractor shall include the provisions of this Subsection in any subcontract approved by the
Contract Administrator or this Agreement.
Section 8. TERMINATION AND MODIFICATION.
8.1 Termination. City may cancel this Agreement at any time and without cause upon written
notification to Contractor. Upon termination by City, City shall request in writing and be granted a
refund of a pro rata portion of annual recurring costs including subscription licensing fees, and
maintenance and support fees.
Contractor may cancel this Agreement upon 30 days’ written notice to City upon breach of City and
after City fails to remedy the breach within thirty (30) days after the date of written notice.
8.2 Extension. At the end of the Initial Term, the City shall have the option to continue the services
described in this contract for an additional, renewable term of at least twelve (12) months. Any
such extension shall require a written amendment to this Agreement, as provided for herein.
8.3 Amendments. The parties may amend this Agreement only by a writing signed by all the parties.
8.4 Assignment and Subcontracting. City and Contractor recognize and agree that this Agreement
contemplates personal performance by Contractor and is based upon a determination of
Contractor’s unique personal competence, experience, and specialized personal knowledge.
Moreover, a substantial inducement to City for entering into this Agreement was and is the
professional reputation and competence of Contractor. Contractor may not assign this Agreement
or any interest therein without the prior written approval of the Contract Administrator. Contractor
represents and warrants that all subcontractors performing work under this Agreement are qualified
to do so at or above the standard of performance described in section 1.2 of this Agreement.
8.5 Survival. All obligations arising prior to the termination of this Agreement and all provisions of this
Agreement allocating liability between City and Contractor shall survive the termination of this
Agreement.
8.6 Options upon Breach by Contractor. If Contractor materially breaches any of the terms of this
Agreement, City’s remedies shall include, but not be limited to, the following:
8.6.1 Immediately terminate the Agreement;
8.6.2 Retain the plans, specifications, drawings, reports, design documents, and any other work
product prepared by Contractor pursuant to this Agreement;
8.6.3 Retain a different contractor to complete the work and/or services described in Exhibit A
not finished by Contractor; or
8.6.4 Charge Contractor the difference between the cost to complete the work and/or services
described in Exhibit A that is unfinished at the time of breach and the amount that City
would have paid Contractor pursuant to Section 2 if Contractor had completed the work.
Section 9. KEEPING AND STATUS OF RECORDS.
9.1 License to Access Records Created as Part of Contractor’s Performance. All reports, data,
maps, models, charts, studies, surveys, photographs, videos, memoranda, plans, studies,
specifications, records, files, or any other documents or materials, in electronic or any other form,
that Contractor prepares or obtains pursuant to this Agreement and that relate to the matters
covered hereunder shall be the property of the Contractor. The City shall have an exclusive
license to access, download or receive upon request any records or content identified by this
provision. Contractor hereby agrees to deliver or make available such records or content to the City
pursuant to the contract services described in the Statement of Work or upon written request by the
City. Any such records or content received, deemed useful, and stored by the City shall become
property of the City. It is understood and agreed that the documents and other materials, including
but not limited to those described above, prepared pursuant to this Agreement are prepared
specifically for the City and are not necessarily suitable for any future or other use. City and
Contractor agree that all data, plans, specifications, reports and other documents are confidential
and will not be released to third parties without prior written consent of the City.
9.2 Contractor’s Books and Records. Contractor shall maintain any and all ledgers, books of
account, invoices, vouchers, canceled checks, and other records or documents evidencing or
relating to charges for services or expenditures and disbursements charged to the City under this
Agreement for a minimum of three (3) years, or for any longer period required by law, from the date
of final payment to the Contractor to this Agreement.
Section 10. MISCELLANEOUS PROVISIONS.
10.1 Attorneys’ Fees. If a party to this Agreement brings any action, including an action for declaratory
relief, to enforce or interpret the provision of this Agreement, the prevailing party shall be entitled to
reasonable attorneys’ fees in addition to any other relief to which that party may be entitled. The
court may set such fees in the same action or in a separate action brought for that purpose.
10.2 Venue. In the event that either party brings any action against the other under this Agreement,
the parties agree that trial of such action shall be vested exclusively in the state courts of California
in the County of Alameda or in the United States District Court for the Northern District of
California.
10.3 Severability. If a court of competent jurisdiction finds or rules that any provision of this Agreement
is invalid, void, or unenforceable, the provisions of this Agreement not so adjudged shall remain in
full force and effect. The invalidity in whole or in part of any provision of this Agreement shall not
void or affect the validity of any other provision of this Agreement.
10.4 No Implied Waiver of Breach. The waiver of any breach of a specific provision of this Agreement
does not constitute a waiver of any other breach of that term or any other term of this Agreement.
10.5 Successors and Assigns. The provisions of this Agreement shall inure to the benefit of and shall
apply to and bind the successors and assigns of the parties.
10.6 Use of Recycled Products. Contractor shall prepare and submit all reports, written studies and
other printed material on recycled paper to the extent it is available at equal or less cost than virgin
paper.
10.7 Conflict of Interest. Contractor may serve other clients, but none whose activities within the
corporate limits of City or whose business, regardless of location, would place Contractor in a
“conflict of interest,” as that term is defined in the Political Reform Act, codified at California
Government Code Section 81000 et seq.
Contractor shall not employ any City official in the work performed pursuant to this Agreement. No
officer or employee of City shall have any financial interest in this Agreement that would violate
California Government Code Sections 1090 et seq.
Contractor hereby warrants that it is not now, nor has it been in the previous twelve (12) months,
an employee, agent, appointee, or official of the City. If Contractor was an employee, agent,
appointee, or official of the City in the previous twelve months, Contractor warrants that it did not
participate in any manner in the forming of this Agreement. Contractor understands that, if this
Agreement is made in violation of Government Code §1090 et. seq., the entire Agreement is void
and Contractor will not be entitled to any compensation for services performed pursuant to this
Agreement, and Contractor will be required to reimburse the City for any sums paid to the
Contractor. Contractor understands that, in addition to the foregoing, it may be subject to criminal
prosecution for a violation of Government Code § 1090 and, if applicable, will be disqualified from
holding public office in the State of California.
Principals and those performing work for City of Dublin may be required to submit a California Fair
Political Practices Commission (FPPC) Form 700: Statement of Economic Interests documenting
potential financial conflicts of interest. For additional information, proposers should refer to the
FPPC website at http://www.fppc.ca.gov/Form700.html.
10.8 Solicitation. Contractor agrees not to solicit business at any meeting, focus group, or interview
related to this Agreement, either orally or through any written materials.
10.9 Contract Administration. This Agreement shall be administered by the City Manager ("Contract
Administrator"). All correspondence shall be directed to or through the Contract Administrator or
his or her designee.
10.10 Notices. Any written notice to Contractor shall be sent to:
Consiliant Technologies LLC Attn: Jon Garcia
15375 Barranca Parkway, A-108
Irvine, CA 92618
Any written notice to City shall be sent to:
The City of Dublin Dublin Police
Attention Lt: Victor Fox
100 Civic Plaza Dublin, CA 94568
9.11 Integration. This Agreement, including Exhibit A, Exhibit A-1, Exhibit B, Exhibit C and Exhibit D
represent the entire and integrated agreement between City and Contractor and supersedes all
prior negotiations, representations, or agreements, either written or oral.
IN WITNESS HEREOF, the parties have caused their authorized representatives to
execute this Agreement on the 15th day of May 2018.
CITY OF DUBLIN CONTRACTOR
____________________________ ______________________________
Christopher L. Foss, City Manager [NAME, TITLE]
Attest:
____________________________
Caroline Soto, City Clerk
Approved as to Form:
____________________________
John Bakker, City Attorney
Page | 1
FINAL PROJECT PROPOSAL
Version 3.0
Project: City of Dublin
Hitachi Security Architecture and Aggregation Platform
Presented To: Lieutenant Victor Fox
Date Prepared:
12/19/17
Prepared by:
Steve Katz
Master Engineer, Hitachi
Paul Rivet
Account Manager, Hitachi
Jon Garcia
Senior Account Executive
Page | 2
Contents
Introduction ................................................................................................................................. 4
Solution Overview ....................................................................................................................... 4
On-board Archiving .................................................................................................................... 5
Hitachi Visualization Suite (HVS) .............................................................................................. 7
Hitachi Visualization Platform ................................................................................................. 13
Architectural Decisions ............................................................................................................ 16
INTERSECTION CONDUIT WIRING DIAGRAMS ........................................................................................ 19
INTERSECTION POLE WIRING OPTIONS FOR WIRED & WIRELESS ARCHITECTURES ............................... 20
HITACHI VISUALIZATION SUITE ARCHITECTURE ..................................................................................... 21
SCOPE OF WORK ..................................................................................................................... 22
Design and Deployment Approach ......................................................................................................... 22
Requirements Definition ......................................................................................................................... 23
Discovery Site Survey .............................................................................................................................. 23
Solution Architecture and Design ........................................................................................................... 24
High‐Level Project Schedule .................................................................................................................... 25
User Training Process .............................................................................................................................. 25
GENERAL ASSUMPTIONS AND RESPONSIBILITIES ............................................................ 26
Coordinators ........................................................................................................................................... 26
Project Management .............................................................................................................................. 26
Project Initiation ..................................................................................................................................... 27
Planning Session ...................................................................................................................................... 27
Power Assumptions and Responsibilities ............................................................................................... 28
AC Power........................................................................................................................................... 28
Page | 3
Camera Location Assumptions and Responsibilities............................................................................... 29
Networking & Integration Assumptions and Responsibilities ................................................................ 29
FINAL ACCEPTANCE TEST PLAN .......................................................................................... 30
Infrastructure Device Staging and Configuration Testing ....................................................................... 31
Dublin HVP600 and HVP200 Device Integration Tests ........................................................................... 32
Video Hardware Infrastructure Deployment Tests ................................................................................. 32
Video Infrastructure Device Connectivity Tests ...................................................................................... 33
Post‐Installation Testing ......................................................................................................................... 34
Dublin Police Department Final Acceptance Test Plan Responsibilities ................................................. 34
Quality Assurance Inspection .................................................................................................................. 35
ADDITIONAL SYSTEM CAPABILITIES AND OPERATIONAL INITIATIVES .......................... 35
Process Improvement ............................................................................................................................. 36
Hitachi Video Platform – Additional Capabilities .................................................................................... 37
STATEMENT OF WORK TERMS AND CONDITIONS .................... Error! Bookmark not defined.
Contact Information ................................................................................................................................ 38
Change Control Process .......................................................................................................................... 38
Contract Extension .................................................................................................................................. 38
Annual Recurring Costs Summary ........................................................................................................... 39
Acceptance of Statement of Work ............................................................. Error! Bookmark not defined.
Page | 4
This Statement of Work (this “SOW”) is presented to the City of Dublin, a California government
municipality with an office at 100 Civic Plaza, Dublin, California 94568 (“Client”, “The City”), by
Consiliant Technologies LLC, a California limited liability company with an office at 15375
Barranca Parkway, Suite A-108, Irvine CA 92618 (“Consultant or Consiliant”).
Introduction
The City of Dublin is evaluating solutions to provide situational awareness in priority areas
throughout the city with a specific focus on vehicle traffic ingress and egress locations. The city
has defined sixteen (16) intersection locations where video infrastructure would serve as a force
multiplier supporting law enforcement. Situational awareness provided by video infrastructure is
proving highly valuable to government municipalities and law enforcement agencies, especially
when complementing other technologies such as license plate reading (LPR) systems. Benefits
realized from situational awareness initiatives include real-time assessment capabilities, and
numerous investigative capabilities that streamline evidence collection and incident resolution.
The City has selected Hitachi and Consiliant to provide a technology strategy based on Hitachi’s
track record delivering video infrastructure and data management solutions to clients
internationally, including many cities and law enforcement agencies. Hitachi and Consiliant
differentiate their approach to situational awareness initiatives using the Hitachi Video Platform
and Hitachi Visualization Suite. These solution components have been validated in public safety
use cases by many law enforcement entities, but serve as a foundation to address the growing
influence of technology in all aspects of city life and operations.
The open and adaptable nature of Hitachi’s solution platform allow investments in video
infrastructure to carry far beyond a single use case when complemented with analytics software,
aggregated with other City data sources (e.g. CAD/RMS, LPR, etc.), and/or paired with
current/future IoT edge device environments. Hitachi and Consiliant’s goal is to ensure a
wholistic approach to technology investment that provides situational awareness, business
intelligence and operational outcomes.
Solution Overview
Hitachi and Consiliant have completed initial site visits to the following defined intersection
locations throughout the City of Dublin:
1. Dougherty Rd & Amador Valley Rd- (Not ready – under construction. Depending on the
project time line this may need to be pushed back 6 months so the Dougherty Road
Widening project is complete)
2. Dublin Blvd. & Village Parkway
3. Dublin Blvd. & San Ramon Rd
4. Dublin Blvd. & Schaefer Ranch Rd
5. Dublin Blvd. & Dougherty Rd
Page | 5
6. Dublin Blvd. & Fallon Rd
7. Fallon Rd & Bent Tree
8. Fallon Rd & Tassajara Rd
9. Dublin Blvd. & Hacienda Dr
10. Fallon Rd & Positano Rd
11. San Ramon Rd & Amador Valley Rd
12. San Ramon Valley Blvd & Westside Dr / Alcosta Blvd (Needs to be relocated—not in the
City of Dublin)
13. Dublin Blvd. & Tassajara Rd
14. Tassajara Rd & Gleason Rd
15. Village Pkwy & Amador Valley Blvd (Needs to be relocated—not sufficient electrical
access)
16. Village Pkwy & Davona Dr
In Phase One, the City of Dublin has requested a cost estimate for a total of fifty-three (53) new
cameras that include sixteen (16) HVP600 cameras, six (6) HVP200 cameras, and twenty-nine
(31) AXIS P1435-LE cameras with the following variables:
1. Sixteen (16) HVP600 2MP PTZ cameras with 360 degrees range and 20x min. optical
zoom for active monitoring capabilities. Each HVP camera is equipped with a (1) 1TB
Solid State Drive for video retention capabilities and a slot to accept (1) City-supplied 4G
LTE cellular network card for connectivity.
2. Six (6) HVP200 2MP cameras with standard 4mm lens for 70 degrees of horizontal
coverage. Each HVP camera is equipped with a (1) 1TB Solid State Drive for video
retention capabilities and a slot to accept (1) City-supplied 4G LTE cellular network card
for connectivity.
3. Twenty (22) AXIS P1435-LE 2MP cameras with 3-10.5mm lens
4. Nine (9) AXIS P1435-LE 2MP cameras with 10-22mm lens
The HVP600 and HVP200 video systems provide onboard recording and on-demand live
monitoring of activity for public safety without any centralized server or storage requirements,
and include a (3) year warranty and maintenance program for the video platform. Additional
AXIS P1435-LE cameras are provided to complete video capture requirements at each
intersection, and will record to local HVP600 and HVP200 systems respectively. This proposed
solution includes Hitachi Visualization Suite (HVS) as the single interface for on-demand live
viewing, accessing archives and the integration of additional data sources (e.g. social media
intelligence, CAD/RMS, ALPR, etc.). Features and components not included in Phase 1 can be
implemented as required at any time.
On-board Archiving
Page | 6
Synchronous security video recording is based on several key factors that can vary the quantity
and length of the archiving process. The H.264 compression standard uses the MPEG4 v10
algorithm to conserve bandwidth based on the motion and activity within the area-of-coverage.
By comparison, even while recording continuously, a heavily used traffic intersection will use
more storage capacity than an intersection less travelled as the algorithm creates more newly
generated frames to capture the activity.
The HVP200 and HVP600 video systems provide the ability to schedule different recording
attributes. For example, one configuration can record on alerts based on analytics to avoid
using storage space for video when there is no activity. Another configuration, pre-record and
post-record, can be leveraged to record activity seconds prior to the alert and seconds after the
alert to conserve storage.
The video retention rates for the City of Dublin video infrastructure architecture proposed by
Hitachi and Consiliant leveraging HVP600, HVP200 and AXIS P1435-LE cameras recording at
2MP and 1280 x 720 resolution with a 1TB recording capacity for each HVP system are
estimated as follows:
Camera Architecture Video Retention Period Estimate
Single HVP600 or HVP200 50 to 60 Days
HVP600/HVP200 + 1 Additional Fixed Camera 20 to 30 Days
HVP600/HVP200 + 2 Additional Fixed Cameras 10 to 15 Days
Estimated retention is based on 1, 2 and 3 camera architectures, as there are never more than
3 cameras recording to a single recorder in this solution. Intersections where there are more
than 3 cameras deployed will have more than one recorder installed.
Intersection Total
Cameras
Estimated Retention
Per Intersection
Total
4G
Cards
Tassajara & Gleason 4 20 – 30 Days 2
Village Pkway & Dublin Blvd 5
20 – 30 Days
(2 Cameras, Recorder 1)
10 – 15 Days
(3 Cameras, Recorder 2)
2
Fallon Rd & Dublin Blvd 4 20 – 30 Days 2
Dougherty Rd & Dublin Blvd 5
20 – 30 Days
(2 Cameras, Recorder 1)
10 – 15 Days
(3 Cameras, Recorder 2)
2
Intersection Total
Cameras
Estimated Retention
Per Intersection
Total
4G
Page | 7
Cards
Hacienda Dr & Dublin Blvd 5
20 – 30 Days
(2 Cameras, Recorder 1)
10 – 15 Days
(3 Cameras, Recorder 2)
2
Tassajara Rd & Dublin Blvd 5
20 – 30 Days
(2 Cameras, Recorder 1)
10 – 15 Days
(3 Cameras, Recorder 2)
2
Fallon Rd & Positano 2 20 – 30 Days 1
Tassajara Rd & Fallon Rd 2 20 – 30 Days 1
Fallon Rd & Bent Tree Dr 2 20 – 30 Days 1
Dougherty Rd & Amador Valley Rd 3 10 – 15 Days 1
Schaefer Ranch & Dublin Blvd 2 20 – 30 Days 1
San Ramon Rd & Dublin Blvd 3 10 – 15 Days 1
San Ramon Rd & Amador Valley Rd 3 10 – 15 Days 1
San Ramon Valley Blvd & Westside Dr 2 20 – 30 Days 1
Village Pkway & Davona Dr 3 10 – 15 Days 1
Village Pkwy & Amador Valley Blvd 3 10 – 15 Days 1
These figures vary based on image complexity, lens and image processor quality, resolution,
applied analytics, frame rate, and recording configuration. The 1TB SSD provided in each HVP
system is designed to leverage about 85% of storage capacity for actual video storage while the
remainder is leveraged for system software, operating system and performance overhead
requirements.
Hitachi Visualization Suite (HVS)
Hitachi Visualization Suite (HVS) empowers comprehensive situational awareness strategies.
HVS provides a single web-based interface that integrates and aggregates information from
disparate solutions including CCTV, CAD/RMS, Social Media, and edge sensors with correlation
analytics to provide more intelligent information in real-time. The dynamic mapping interface is
accessible anywhere from any device with network connectivity and a web browser.
Page | 8
Hitachi Visualization Suite Overview
Page | 9
There are five main capabilities of the HVS solution (some features require additional
licensing/services costs):
1. Real-Time Visualization for Geospatial Visibility
The aggregate map enables the correlation of disparate video and data systems,
sensors, and other smart city, operational, and public safety systems in a user-
friendly, award-winning web interface.
2. Integration for Third-Party Technology Systems
Current and custom integrations for many law enforcement systems include:
a. Video Management Systems
b. Computer Aided Dispatch (CAD)/911
c. Gunshot Detection
d. License Plate Recognition (LPR)
e. Drone Detection
f. Mobile Phone Integration
g. Access Control
h. Live Weather Radar
i. AIS Alerts
j. Social Media Feeds
k. Traffic Systems
l. Crime/Incident Data
Page | 10
3. Scalable and Adaptable Solution for Cost Efficiency and Investment Value
The Hitachi platform can scale from a single device recording on an SSD accessed
over a cellular network to thousands of devices connected to a high-bandwidth
network recording to a centralized high-capacity computing environment. The
platform will support a single viewer accessing a video stream via a web browser, or
an implementation supporting the simultaneous viewing of video by teams of people.
A combination of new and existing cameras can be leveraged to only pay for what is
needed to reach the desired project outcomes.
4. Public/Private Partnerships for a Wider Scope of Surveillance
The Hitachi platform can provide for fast and easy public/private partnership
capabilities, including non-invasive hardware strategies and custom portals for
sharing information between law enforcement agencies and their community
partners.
5. Intelligent Analytics and the Internet of Things (IoT)
The Hitachi platform can apply advanced video analytics to provide force multiplying
capabilities to law enforcement agencies. New analytics and IoT edge device use
cases are being developed constantly and Hitachi’s open standards environment
means law enforcement agencies have the confidence that applying new features to
their existing Hitachi environment will not require full replacement of their video
platform.
The Hitachi Visualization Suite (HVS) software price model is comprised of a base license,
video management system connector license, and device connector license model in a multi-
year-term subscription. The HVS Gateway device is a fixed price hardware item with no
additional license or subscription requirements outside maintenance and support.
As HVS is a cloud-based software solution, the cost of HVS is based on specific requirements
with various options from an ala carte menu of software features and functionality. The only
hardware that may be required for the cloud-based solution is the HVS Gateway, which is a
transmittal, transcoding and security device that bypasses the local firewall configuration to
deliver local integrated correlation data to the HVS cloud.
This section is a narrative explanation of the pricing quote delivered to the City of Dublin that
follows.
The licensing model is an annual subscription based on select features and functionality. In
addition to the base license fee, there is an annual subscription for each connected
device/camera of $90 USD and video management system of $2,500.00.
For example, the proposed scope requires the integration of fifty-three (53) IP cameras at $90
per camera per year ($4,770 USD), the HVS base license is $4,950 USD per year, and the base
Page | 11
license for video management system (recording/accessing archived footage at the edge) for
one year is $2,500 USD (includes support). The total for the HVS solution proposed is $12,237
USD per year (includes support).
HVS is designed to:
1. Capture all sensors and event data.
Collect vital security information with intelligent edge capture devices. Edge
communication devices come in several form factors, including pole-mounted enclosures
(pods) with high-definition cameras, edge recording, and analytics. These Hitachi
Visualization Platform camera pods are integrated camera and communication devices,
which are easily deployed on city poles and building infrastructure. Each pod includes
high-definition, high-megapixel cameras with superior capabilities, even in low-light
conditions. The HVP gateway is used to integrate 3rd party video systems, and it acts as
a data ingest for any external sensor data.
2. Transmit relevant data via 4G/LTE, GPS, and optional wireless and fiber/copper
connections.
The pods have built-in Wi-Fi, GPS, and 4G/LTE communications, making remote video
surveillance available just about anywhere. The pods also support alternative
connectivity options, including fiber, copper, and wireless mesh, and point-to-point.
3. Correlate and Visualize on a single map.
The Hitachi Visualization Suite (HVS) software enables the correlation of disparate data
and video systems in an award-winning user interface. HVS software allows users to
visualize and interact with multiple sources of information geospatially. The software
provides a common operating picture for full situational awareness.
4. Process via an integrated workflow.
The Hitachi Visualization Suite workflow module allows customers to set up actions
based on discrete events, such as gunshot, 911 call, LPR read, etc. For example, when
a gunshot is detected, the workflow engine determines the closest cameras and allows
them to be identified to viewers in HVS quickly.
5. Store data where it can be accessed quickly.
Hitachi Visualization Suite captures all event data and stores and presents it in an
intuitive timeline format for investigative purposes. In addition, the Video Management
Platform (VMP) is a turnkey hardware platform that is optimized for video management
system processing and storage. All media is digitally signed when it is uploaded to
ensure chain of custody. HVS enables data access from the field, on the way to an
incident, or in a traditional command and control room.
6. Analyze data and video associated with incidents.
HVS analytic modules work as a data mining engine to gather and even predict where
and when crime can occur by ingesting real-time feeds from open sources, crime
Page | 12
databases, and online social media applications. Automated camera selection and
notifications allow you to monitor by exception, while searchable data databases and
point-and-click viewing allow you to proactively navigate the system with ease.
7. Share information.
All that is required to access this information is a web browser, a user account, and an
Internet connection. HVS provides real-time access to all data via selectable layers,
such as gunshot detection, CAD, etc. Additionally, gateways enable private-entity video
integration, which can enhance law enforcement’s visibility for key areas of the city
without large investments in additional fixed-camera assets. The general public and
public safety officers work together as a team to share information with each other.
Hitachi Visualization Suite has multiple ways to integrate assets, each one with a different set of
accessible functions and features. For cameras and video feeds, there are three methods:
1) RTSP/RTP direct to an IP camera, audio device or sensor
2) Using the HVS Gateway device (see below)
a. Direct to cameras, or other IP devices (on the LAN)
b. Through Integration into a Video Management System Software (VMS) or
security application on the LAN
Each one of these options provides the ability to access live video within HVS. A direct
RTSP/RTP camera connection requires firewall configuration, depending on if using HTTP or
ONVIF. HTTP limits accessibility to live video streaming, while ONVIF connection may include
additional camera features and functionality (e.g. local storage, alerts and alarms). The swift
integration into HVS using this method provides for rapid deployment for emergency incidents or
scheduled events.
HVS provides automatic events ingestion through FTP server (provided by Hitachi or by the
customer). Simply configuring an FTP Uri, HVS can transform and ingest events from source
format to Hitachi specific format. Usually the CAD Events are provided by the customer as xml
files but HVS can support other formats (such as JSON).
Page | 13
CAD Alert in Hitachi Visualization Suite (HVS) [EXAMPLE]
Hitachi Visualization Platform
The advent of megapixel security camera resolution dramatically improves the quality of video
archived footage, improving its efficiency and effectiveness for video forensics. The ever-
growing camera resolution outshines information and communications technology, making it
difficult for wide area deployments that preserve the highest possible quality video archives for
any extended length of time.
Hitachi HVP 600 SmartCam Hitachi HVP 200 SmartCam
Page | 14
The stability and size of a built-in MicroSD limits full 1080P resolution recordings to just a few
days. What happens when you need to review footage from last week, or two weeks ago? What
if 1080P is just not enough to identify that face fifty feet away?
The Hitachi HVP200 and HVP600 provides great resolution in a compact design, and these
Smart Cloud Cameras keeps your 4G LTE connection on standby until the built-in video
analytics identifies a configurable event to send a snapshot alert within Hitachi Visualization
Suite (HVS) for further risk assessment. No enormous data usage fees, network latency or
throttling of bandwidth to reduce the quality of your archived footage. The HVP200 and HVP600
Smart Cloud Cameras let you know when you should pay attention, while archiving full 2MP
(1280x720 pixels) footage for later review.
Designed for 100-240VAC 50/60Hz input, the HVP200 and HVP 600 also include redundant
archiving to further protect those archived assets.
Features and Benefits:
Compact Design
Cost Effective Intelligence
2MP Video Quality
Smart IR for night-time viewing
Large Edge Storage Capacity
On-Demand Connectivity for Alerting or Remote Viewing
Built-in Intelligence & Video Analytics
Remote Reboot
Requires 100-240VAC 50/60Hz, or
VMS is Optional - Designed for HVS Integration
Redundant Edge Storage
Connectivity & Security
4G LTE
WAN over WiFi
GPS
Integration into HVS
Live and Archived Video
Page | 15
Smart & Analytics Alerts & Alarms
Data Usage Management/Quota/Alerts
Multilayered Zoned Layer 2 & 3 Firewall
VPN Connectivity
Remote Access Restrictions
Illegal Login Alerts
Access Logs
Intelligence & Video Analytics
Automated Alerts
FTP/Email
HDD Error
HDD Full
Illegal Login
Line Crossing
Intrusion Detection
Motion Detection
The HVP600 provides further capability in its in customizable industrial design. The casing is
high-strength, vandal-resistant and temperature controlled (without significant power
requirements). Camera configurations provide for a wide selection of PTZ and fixed camera
variances, including a bring-your-own-device (BYOD) configuration.
Pa
g
e
| 16
Ar
c
h
i
t
e
c
t
u
r
a
l
D
e
c
i
s
i
o
n
s
Th
e
f
o
l
l
o
w
i
n
g
t
a
b
l
e
p
r
o
v
i
d
e
s
a
s
u
m
m
a
r
y
o
f
d
e
f
i
n
e
d
c
o
v
e
ra
g
e
l
o
c
a
t
i
o
n
s
a
n
d
e
q
u
i
p
m
e
n
t
p
r
o
p
o
s
e
d
f
o
r
i
m
p
l
e
m
e
n
t
a
t
i
o
n
.
Si
t
e
s
Ca
m
To
t
a
l
4G
To
t
a
l
Po
l
e
1 De
v
i
c
e
s
Po
l
e
2 De
v
i
c
e
s
Po
l
e
3 De
v
i
c
e
s
Pole 4 Devices
Ta
s
s
a
j
a
r
a
Rd
& Gl
e
a
s
o
n
Rd
Pu
r
p
o
s
e
:
1.
Si
t
u
a
t
i
o
n
a
l
Aw
a
r
e
n
e
s
s
4
2
HV
P
6
0
0
PT
Z
P1
4
3
5
‐LE
(3
‐10
.
5
m
m
)
AX
I
S
T8
1
2
3
‐E
P1
4
3
5
‐LE
(1
0
‐22
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
HV
P
2
0
0
(4
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
Vi
l
l
a
g
e
Pk
w
y
& Du
b
l
i
n
Bl
v
d
Pu
r
p
o
s
e
:
1.
Si
t
u
a
t
i
o
n
a
l
Aw
a
r
e
n
e
s
s
5
2
HV
P
6
0
0
PT
Z
P1
4
3
5
‐LE
(3
‐10
.
5
m
m
)
AX
I
S
T8
1
2
3
‐E
NB
E
‐SA
C
‐16
P1
4
3
5
‐LE
(3
‐10
.
5
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
HV
P
2
0
0
(4
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
P1435‐LE (10‐22mm) NETWAY1DWPH NBE‐SAC‐16
Fa
l
l
o
n
Rd
& Du
b
l
i
n
Bl
v
d
Pu
r
p
o
s
e
:
1.
Si
t
u
a
t
i
o
n
a
l
Aw
a
r
e
n
e
s
s
4
2
HV
P
6
0
0
PT
Z
P1
4
3
5
‐LE
(1
0
‐22
m
m
)
AX
I
S
T8
1
2
3
‐E
HV
P
2
0
0
(4
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
P1
4
3
5
‐LE
(3
‐10
.
5
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
Do
u
g
h
e
r
t
y
Rd
& Du
b
l
i
n
Bl
v
d
Pu
r
p
o
s
e
:
1.
Si
t
u
a
t
i
o
n
a
l
Aw
a
r
e
n
e
s
s
5
2
HV
P
6
0
0
PT
Z
P1
4
3
5
‐LE
(3
‐10
.
5
m
m
)
AX
I
S
T8
1
2
3
‐E
NB
E
‐SA
C
‐16
P1
4
3
5
‐LE
(3
‐10
.
5
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
HV
P
2
0
0
(4
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
P1435‐LE (3‐10.5mm) NETWAY1DWPH NBE‐SAC‐16
Ha
c
i
e
n
d
a
Dr
& Du
b
l
i
n
Bl
v
d
Pu
r
p
o
s
e
:
1.
Si
t
u
a
t
i
o
n
a
l
Aw
a
r
e
n
e
s
s
5
2
HV
P
6
0
0
PT
Z
P1
4
3
5
‐LE
(3
‐10
.
5
m
m
)
AX
I
S
T8
1
2
3
‐E
NB
E
‐SA
C
‐16
P1
4
3
5
‐LE
(3
‐10
.
5
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
HV
P
2
0
0
(4
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
P1435‐LE (3‐10.5mm) NETWAY1DWPH NBE‐SAC‐16
Pa
g
e
| 17
Si
t
e
s
Ca
m
To
t
a
l
4G
To
t
a
l
Po
l
e
1 De
v
i
c
e
s
Po
l
e
2 De
v
i
c
e
s
Po
l
e
3 De
v
i
c
e
s
Pole 4 Devices
Ta
s
s
a
j
a
r
a
Rd
& Du
b
l
i
n
Bl
v
d
Pu
r
p
o
s
e
:
1.
Si
t
u
a
t
i
o
n
a
l
Aw
a
r
e
n
e
s
s
5
2
HV
P
6
0
0
PT
Z
P1
4
3
5
‐LE
(3
‐10
.
5
m
m
)
AX
I
S
T8
1
2
3
‐E
NB
E
‐SA
C
‐16
P1
4
3
5
‐LE
(1
0
‐22
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
HV
P
2
0
0
(4
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
P1435‐LE (3‐10.5mm) NETWAY1DWPH NBE‐SAC‐16
Fa
l
l
o
n
Rd
& Po
s
i
t
a
n
o
Rd
Pu
r
p
o
s
e
:
1.
Si
t
u
a
t
i
o
n
a
l
Aw
a
r
e
n
e
s
s
2
1
HV
P
6
0
0
PT
Z
NB
E
‐SA
C
‐16
P1
4
3
5
‐LE
(1
0
‐22
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
Ta
s
s
a
j
a
r
a
Rd
& Fa
l
l
o
n
Rd
Pu
r
p
o
s
e
:
1.
Si
t
u
a
t
i
o
n
a
l
Aw
a
r
e
n
e
s
s
2
1
HV
P
6
0
0
PT
Z
NB
E
‐SA
C
‐16
P1
4
3
5
‐LE
(3
‐10
.
5
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
Fa
l
l
o
n
Rd
& Be
n
t
Tr
e
e
Dr
Pu
r
p
o
s
e
:
1.
Si
t
u
a
t
i
o
n
a
l
Aw
a
r
e
n
e
s
s
2
1
HV
P
6
0
0
PT
Z
NB
E
‐SA
C
‐16
P1
4
3
5
‐LE
(1
0
‐22
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
Do
u
g
h
e
r
t
y
Rd
& Am
a
d
o
r
Vl
y
Rd
Pu
r
p
o
s
e
:
1.
Si
t
u
a
t
i
o
n
a
l
Aw
a
r
e
n
e
s
s
3
1
HV
P
6
0
0
PT
Z
P1
4
3
5
‐LE
(1
0
‐22
m
m
)
AX
I
S
T8
1
2
3
‐E
NB
E
‐SA
C
‐16
P1
4
3
5
‐LE
(1
0
‐22
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
Sc
h
a
e
f
e
r
Ra
n
c
h
& Du
b
l
i
n
Bl
v
d
Pu
r
p
o
s
e
:
1.
Si
t
u
a
t
i
o
n
a
l
Aw
a
r
e
n
e
s
s
2
1
HV
P
6
0
0
PT
Z
P1
4
3
5
‐LE
(1
0
‐22
m
m
)
AX
I
S
T8
1
2
3
‐E
Pa
g
e
| 18
Si
t
e
s
Ca
m
To
t
a
l
4G
To
t
a
l
Po
l
e
1 De
v
i
c
e
s
Po
l
e
2 De
v
i
c
e
s
Po
l
e
3 De
v
i
c
e
s
Pole 4 Devices
Sa
n
Ra
m
o
n
Rd
& Du
b
l
i
n
Bl
v
d
Pu
r
p
o
s
e
:
1.
Si
t
u
a
t
i
o
n
a
l
Aw
a
r
e
n
e
s
s
3
1
HV
P
6
0
0
PT
Z
NB
E
‐SA
C
‐16
P1
4
3
5
‐LE
(3
‐10
.
5
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
P1
4
3
5
‐LE
(3
‐10
.
5
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
Sa
n
Ra
m
o
n
Rd
& Am
a
d
o
r
Vl
y
Rd
Pu
r
p
o
s
e
:
1.
Si
t
u
a
t
i
o
n
a
l
Aw
a
r
e
n
e
s
s
3
1
HV
P
6
0
0
PT
Z
AX
I
S
T8
1
2
3
‐E
NB
E
‐SA
C
‐16
P1
4
3
5
‐LE
(3
‐10
.
5
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
Sa
n
Ra
m
o
n
Vl
y
Bl
v
d
& We
s
t
s
i
d
e
Dr
Pu
r
p
o
s
e
:
1.
Si
t
u
a
t
i
o
n
a
l
Aw
a
r
e
n
e
s
s
2
1
HV
P
6
0
0
PT
Z
P1
4
3
5
‐LE
(3
‐10
.
5
m
m
)
AX
I
S
T8
1
2
3
‐E
Vi
l
l
a
g
e
Pk
w
y
& Da
v
o
n
a
Dr
Pu
r
p
o
s
e
:
1.
Si
t
u
a
t
i
o
n
a
l
Aw
a
r
e
n
e
s
s
3
1
HV
P
6
0
0
PT
Z
NB
E
‐SA
C
‐16
NB
E
‐SA
C
‐16
P1
4
3
5
‐LE
(3
‐10
.
5
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
P1
4
3
5
‐LE
(3
‐10
.
5
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
Vi
l
l
a
g
e
Pk
w
y
& Am
a
d
o
r
Vl
y
Bl
v
d
Pu
r
p
o
s
e
:
1.
Si
t
u
a
t
i
o
n
a
l
Aw
a
r
e
n
e
s
s
3
1
HV
P
6
0
0
PT
Z
NB
E
‐SA
C
‐16
NB
E
‐SA
C
‐16
P1
4
3
5
‐LE
(3
‐10
.
5
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
P1
4
3
5
‐LE
(3
‐10
.
5
m
m
)
NE
T
W
A
Y
1
D
W
P
H
NB
E
‐SA
C
‐16
Pa
g
e
| 19
IN
T
E
R
S
E
C
T
I
O
N
C
O
N
D
U
I
T
W
I
R
I
N
G
D
I
A
G
R
A
M
S
Pa
g
e
| 20
IN
T
E
R
S
E
C
T
I
O
N
P
O
L
E
W
I
R
I
N
G
O
P
T
I
O
N
S
FO
R
W
I
R
E
D
&
W
I
R
E
L
E
S
S
A
R
C
H
I
T
E
C
T
U
R
E
S
Pa
g
e
| 21
HI
T
A
C
H
I
V
I
S
U
A
L
I
Z
A
T
I
O
N
S
U
I
T
E
A
R
C
H
I
T
E
C
T
U
R
E
Re
m
o
t
e
S
i
t
e
A
c
c
e
s
s
,
C
l
o
u
d
S
e
r
v
i
c
e
s
,
VM
S
,
U
s
e
r
E
n
g
a
g
e
m
e
n
t
,
N
e
t
w
o
r
k
O
v
e
r
v
i
e
w
Page | 22
SCOPE OF WORK
Design and Deployment Approach
Hitachi and Consiliant’s approach is an iterative collaboration between the City of Dublin and all
its various project stakeholders. We understand that these projects can involve many different
departments, agencies, consultants, property owners, and government representatives
throughout the planning and deployment process. Our goal is to design, develop, procure and
implement a citywide intelligent public safety system that is scalable, adaptable, and
maintainable while remaining cost effective.
Hitachi, Consiliant and their ecosystem of industry partners have the experience in architectural
design and deployment of complete wide-area physical security solutions, including projects
specifically for government municipalities. Our experience has proven that developing a
functional and dynamic situational awareness interface requires a structured, collaborative,
innovative approach contrary to linear and segregated strategies. It is this perspective that
facilitated the development of the Hitachi Visualization Suite (HVS), a fluid GIS mapping
interface that integrates many disparate systems and aggregates this information to provide
correlated intelligence supporting operational decision making and outcomes.
The constant advancement of technology inspires opportunities for the improvement of
organizational capabilities, but typically require significant planning time and expense to
implement successfully. Hitachi and Consiliant recognize the importance of having a technology
lifecycle strategy that strives to make the most of existing technical investments, provide a long-
term depreciation plan for new investments, and weigh the organizational benefits of new
technologies appropriately.
Page | 23
Requirements Definition
This phase of the methodology includes the detailed discovery of all existing assets, their
functions, reusability and effectiveness in meeting the organization’s project goals and
objectives while evaluating compliance with applicable regulatory requirements, and
interoperability with the proposed solution components.
The first step in documenting requirements is identifying the team and team leads at Hitachi,
Consiliant, project subcontractors and client organization. This may include personnel from
various divisions and/or departments and may include architects, subject matter experts, and
engineers. This team may be part of a project management office, depending on the size or
number of concurrent projects managed by the team for a single customer. This select team
would create and/or review project requirements, any existing procedural details (Use Cases),
evaluate the usability of existing assets and their integration capabilities through both hardware
and software, discover improvement criteria, and develop the key goals and objectives.
Tasks and Activities:
Identify Team (Customer, Consultants)
Review Project Methodology
Prepare Proposed Schedule and Project Plan
Interview Key Stakeholders
Review Operational Goals & Business Drivers
Review Implementation and Integration Criteria
Coordinate Schedule and Communicate to Customer, Architects, & Engineers
Review Findings (Customer, Developers, Architects, Consultants)
Gather Information to Clearly Define Project Requirements
Deliverable: Document Results in Requirements Definition Document
Discovery Site Survey
There may be a need for a high-level discovery phase to identify and evaluate the existing
physical security subsystems, their existing hardware, software, electrical infrastructure, cabling
pathways, supporting processes, and procedures in order to establish a baseline for process
improvement and requirements validation. This discovery site survey may be required for each
location and would be a collaborative effort including personnel from various divisions and/or
departments and may include architects, subject matter experts and engineers.
This task involves the identification and coordination of all parties required to perform the
discovery site survey to insure the right people are available to answer the right questions,
including the identification of relevant physical security subsystems, their functionality and type
of existing equipment, their potential integration capabilities and physical integration (if
necessary) and a cursory review of supporting infrastructure (data, network and power). The
discovery site survey results will be included in the overall Requirements Definition Document.
Page | 24
Tasks and Activities:
Assemble Survey Teams (Architects, Engineers, Subcontractors & Customer Personnel)
Identify Relevant Physical Security Subsystems
Gather Existing Documentation on Subsystems
Coordinate Survey Team
Perform Site Survey
Deliverable: Document Site Survey Results in Requirements Definition Document
Solution Architecture and Design
Although this phase of our approach began in the pre-sales process, an iterative process
includes change and the final details may not have been identified until later. This phase
determines how to best design the final solution, with any new requirements and additions,
choosing the depth of the project, the schedule, budget, hardware and software to best satisfy
both project and business requirements as they relate to the overall strategic plan. This phase is
also where the team determines how the integration (hardware and/or software) of any required
physical security subsystem into a single interface shall improve efficiencies, decisions, reduce
cost, and lower risk. An architectural team is assigned to include all necessary architects,
subject matter experts, engineers from various disciplines, hardware/software vendors, and
customer stakeholders. This team works iteratively to determine success criteria, objectives,
budget restraints, project updates, and new procedural details. In addition, the project team
documents the conceptual design and develops a presentation detailing the viability and
benefits of the project for review by key executives responsible for project cost approval. A
custom Training Plan will be developed during this phase to ensure proper handoff of technical
solution components to customer administrators and stakeholders.
Tasks and Activities:
Review and Define Project Procedural Details
Finalize Project Options, Integrations, and Costs
Coordinate All Aspects of Final Project Requirements with Project Team
Present and Approve Final Project Plan
Develop and Present Custom Training Plan
Page | 25
High-Level Project Schedule
The proposed timetable below incudes the acceptance of a Statement of Work, acquisition of all
required infrastructure components, scheduling of resources, installation preparation work,
component/software installation, component/software configuration, solution testing period,
solution fine-tuning, and training.
High‐Level Project Schedule
Weeks ‐> 01 02 03 04 05 06 07 08 09 10 11 12
Project Proposal Signed
Purchase Order (PO) Signed
Process Statement of Work (SOW)
Order and Receive Equipment
Requirements Definition Process
Process Improvement Process
Final Acceptance Test Criteria
Document, Review and Present Detailed Solution
Equipment Assembly and Installation Preparation
Equipment Installation at Intersections
Network and Equipment Hardware Testing
Software Configuration and Testing
Edge Recording Configuration per Requirements
Substantial Completion
Final Acceptance Punch List
As‐built Drawings Submitted
Training
Final Acceptance Signed
User Training Process
The training process typically includes Train-the-Trainers, End-User Training and System
Administrative Training for administrators and maintenance personnel. A Training Plan outlining
required experience, course materials, references, lesson plan, enabling objective, instructor
specific procedures and recommended additional training can be developed as specified by
customer stakeholders. Training plans are customized for each customer’s desired outcomes
and can entail end user system administration through maintenance and support of the
technical infrastructure environment.
Page | 26
GENERAL ASSUMPTIONS AND RESPONSIBILITIES
The City of Dublin and Consiliant acknowledge and agree that this conceptual design is
proposed based on the information provided by the City of Dublin with responsibilities and
assumptions stated in this section. The City of Dublin agrees that to the extent deviations have
a direct impact to the Goods, Software and Services or as otherwise provided in this specific
scope of work, they will negotiate in good faith any adjustments to the cost of the Goods,
Software and Services. The City of Dublin and Consiliant agree that if an assumption is not true,
Consiliant will promptly notify the City of Dublin in writing and use commercially reasonable
efforts to mitigate any adverse impact on the Goods, Software and Services and any potential
increase in costs. Consiliant agrees that these assumptions are the only assumptions regarding
the Services under this scope of work to provide a more clearly defined conceptual design.
Coordinators
City of Dublin: Victor Fox (email: vfox@acgov.org)
Consiliant: Jon Garcia (email: jgarcia@consiliant.com)
Hitachi: Chuck Reeves (email: chuck.reeves@hitachivantara.com)
Project Management
The assigned Consiliant project manager, as a project team member with timely project
communications and reporting, will provide direction, monitoring and control of Consiliant,
Hitachi, subcontractor, and customer project personnel.
Consiliant project management responsibilities include:
Maintain project communications with the Dublin Police Department and City of Dublin
Point of Contacts.
Adhere to documentation and procedural standards for this project.
Participate in online project status meetings.
Prepare and submit timely Status Reports.
Review and administer Project Change Control with the Dublin Police Department and
City of Dublin Project Managers and/or Point of Contacts.
The Consiliant project manager will:
Review the SOW, and associated documents, with the Dublin Police Department and
City of Dublin Point of Contacts.
Coordinate and manage the technical activities associated with this scope of work.
Track and monitor delivery of equipment.
Establish and maintain communications through the Dublin Police Department and City
of Dublin Point of Contacts.
Page | 27
Measure, track and evaluate progress against the project plan.
Help resolve deviations from the project plan with the Dublin Police Department and City
of Dublin Point of Contacts.
Conduct scheduled meetings, as required, with the project team to review project status;
and prepare Status Reports (if applicable).
Completion Criteria: This is an ongoing activity until project implementation is completed.
Document Deliverables: Status reports.
Project Initiation
Hitachi and Consiliant will work with the Dublin Police Department and the City of Dublin to
initiate the project by confirming that the participants are briefed and that all agree on project
objectives, roles/responsibilities, work breakdown structure (WBS), confirming basic project
management principles, and communications protocols.
Completion Criteria: Project Initiation will be complete when Consiliant receives a list of Dublin
Police Department and City of Dublin team members, stakeholder names, contact information,
and roles/responsibilities. Consiliant will then develop the Initial Project Plan for delivery to the
Dublin Police Department and City of Dublin Point of Contacts.
Document Deliverable: Initial Project Plan
Planning Session
The purpose of a high-level planning session or "kick-off meeting" on a mutually agreed date
and time at a Dublin Police Department facility is to introduce the project participants, discuss
project team roles and responsibilities and review the project objectives including providing an
overview of the project methodology; review of the addressable environment and organization,
including:
1. Existing environment
2. Architectural decisions, conclusions and limitations
3. Additional power and/or data (network) infrastructure, software development, and
configurations requirements
4. Implementation plans and activities; review the completed data collection; identify any
missing information
5. Review the Initial project plan and update as appropriate
Dublin Police Department project initiation responsibilities include:
Page | 28
1. Work with Consiliant to schedule the meeting identified as the “Planning Session” or
"Kick-off Meeting" activity such that all participants have enough notice to attend and
provide information for the key requirements provided
2. Invite and confirm attendance of all intended participants of the meeting and provide
appropriate facilities (if applicable) for such meeting.
3. Ensure possible participation by various decision-making levels with representative skills
and participation levels in security, information technology, and operations management.
4. Assist in the gathering of dependent information from stakeholders.
Completion Criteria: The planning session or kick-off meeting has been conducted.
Document Deliverables: Updated Project Plan (if applicable).
Power Assumptions and Responsibilities
AC Power
All persistent 120VAC power sources will be the responsibility of the Dublin Police Department
and the City of Dublin, CA.
Consiliant will:
Review electrical drawings
Review placement and types of circuit breakers
Review safety procedures
Provide an assessment of power allocation
Update as-built information
Dublin Police Department power responsibilities include:
Provide persistent power at each installation location (If power is not available, additional
charges may apply)
Provide electrical drawings and/or information
Provide power load assessment and concerns
Provide safety procedures
Provide required power allocation
Update as-built information
Completion Criteria: This task will be complete when power related information is added to the
device location spreadsheet.
Deliverable Material: Updated device location spreadsheet
Page | 29
Camera Location Assumptions and Responsibilities
Each defined traffic intersection location shall include one Hitachi HVP600 PTZ SmartCam and
a combination of one to four additional fixed cameras leveraging the Hitachi HVP200 SmartCam
or AXIS P1435-LE in varied configurations on a dedicated Local Area Network that can
accommodate the required video streaming and analytical data. These two to five camera
configurations shall share a single or dual 4G LTE WAN connection for viewing live video, and
searching, reviewing and downloading archived video. The Dublin Police Department and the
City of Dublin, CA. understand that the 4G LTE network is a publicly shared network that
impacts bandwidth and performance based on network capacity and the limitations of LTE
network technology.
Hitachi and Consiliant responsibilities include:
1. Stage, test, install, and configure each HVP600, HVP200 and/or AXIS P1435-LE at each
intersection as defined during the requirements definition and site survey stages
2. Stage and install the DPD provided 4G LTE SIM Card then configure and test each 4G
LTE HVP600 and HVP200 portal for each intersection.
3. Hitachi and Consiliant is not responsible for the performance of the 4G LTE wide area
public network
Dublin Police Department responsibilities include:
1. Dublin Police Department shall provide feedback on identifying the area-of-coverage,
required height and position of installation location
2. Dublin Police Department shall provide the 4G LTE SIM Cards and service for each
location as per requirements
3. Dublin Police Department shall provide the necessary power at each intersection, with
quick disconnects for camera attachment. These are as discussed with Continental
Electric.
4. Continental Electric will install all cameras per the costs and scope included.
Completion Criteria: This activity will be complete when the cameras have been staged, tested,
configured and installed at each location to meet requirements.
Document Deliverable: Updated device location spreadsheet
Networking & Integration Assumptions and Responsibilities
Consiliant responsibilities include:
Gather and review network topology information/as-builts and intelligence from DPD I.T.
Personnel
Assemble Survey Teams (Customer, Architects, and Engineers)
Communicate Site Survey Schedule
Deploy Survey Team
Perform Site Survey of networking system locations
Page | 30
Dublin Police Department Network responsibilities include:
Dublin Police Department shall provide feedback on identifying power, rack space,
climate control, port assignments, and cable management restrictions
Dublin Police Department shall collaborate in the development of the network
architecture
Dublin Police Department shall be responsible for the management of the existing local
area and wide area network, network security, and multicast traffic management
Completion Criteria: This activity will be complete when the Network Site Survey report has
been submitted and reviewed as a baseline for a gap analysis to meet the new requirements
Document Deliverable: Document survey results (updated network topology, rack diagrams)
FINAL ACCEPTANCE TEST PLAN
Equipment and system testing is done during the entire process of deployment from
manufacturing to assembly to installation. This is a description of the final acceptance test plan,
which includes the following verification tests:
1. Modular Testing
2. Manufacture Quality Assurance Testing and Approval
3. Device Staging and Configuration Testing
4. Deployment Testing
5. Device Connectivity Testing
6. Post-Implementation Testing
7. System-Wide Testing
Each integrated unit will be powered on and run normally for a minimum “burn-in”
time to establish baseline reliability. Integrated units to be tested for operational integrity may
include but are not limited to the following operations depending on system configurations:
1. Camera Function – Power, IP Network, 4G LTE, Frame Rate, Resolution, Area of
Coverage
2. Day/Night Function – Smart Infrared LED Activation, Wide Dynamic Range (WDR)
Calibration
3. Video Capture – Storage Device(s), Live Viewing, Archiving and Retrieval, Data
Redundancy, HVS Software Control and Function
4. Video Analytics - Motion Detection, Line Crossing, Intrusion Detection, Object Left
Behind
Page | 31
A Final Acceptance Test Plan will be provided based on the final architecture and design with
responsibilities including:
Infrastructure Device Staging and Configuration Testing
Objective: Verify a series of basic functionality tests before deploying devices in the field. A
device is defined as any TCP/IP connected device that requires network
configuration and setup.
Staging also includes, with the assistance of the customer, the pre-configuration of IP
addresses, including Subnet, and assigned Gateway; changing the default password to a more
secure alpha-numeric password, and additional security steps such as encryption, disabling
device access via Telnet and/or SSH (if applicable), configuring specific customer perimeter
specifications and labelling for proposed installation location.
Test Criteria Expected Result
Unpack and visually inspect the device and
accessories for any damage during shipping
The device will be free from physical defects
and damage
Verify all associated hardware (screws, nuts,
bolts, lock-washers, etc.) to be used are
included with device packaging
All hardware (screws, nuts, bolts, lock-
washers, etc.) are included with device
packaging
Power on the unit and let it run, power off the
unit, and re-power on the unit
The unit will power all components every time
it is powered on and powered off
Connect to the device via Ethernet cable
(when applicable) and verify that the default IP
address(es) is/are accessible via the web
interface
The device will be accessible via the web
interface and designated software successfully
Apply the initial configuration to the device per
defined project requirements
The device will accept the configuration and
be accessible via the new IP address with full
functionality
Apply the initial configuration to a wireless
router device
The wireless unit will accept the configuration
and be wirelessly accessible via the new IP
address
Verify the IP camera produces a video image
that meets the requirements of its defined use
case, resolution, and area of coverage
The camera will produce an image with no
significant artifacts or interference
Verify the camera controls are functional Camera controls will function successfully
Camera function and features including power,
IP network, 4G LTE, frame rate, day/night
function, video capture and analytics
Camera functions and features meet
operational requirements
The Printed Circuit Board Assembly (PCBA)
provides seamless operations during primary
power failure
The PCBA successfully boots up as expected
when power is applied and is accessible with
Layer 2 application
Page | 32
Dublin HVP600 and HVP200 Device Integration Tests
Objective: Verify each unit performs as expected as they come online as configured in their
network clusters
Assumption: All modular devices are installed into HVP600 and HVP200 pods, with power
applied for testing
Method: Log into interfaces to view statistics and perform tests, document results in Final
Acceptance Test Plan
Test Criteria Expected Result
All devices are able to
communicate and interact with
each other as designed per
project requirements
All devices can be pinged and configured within
onboard LAN environment – Router, Camera and PCBA
Non-publicly broadcast (hidden)
wireless network SSID can be
reached via active wireless link
Wireless network can be accessed and devices can be
accessed reliably for remote administration capabilities
IP Network bandwidth
throughput is tested
Measure actual throughput between wireless and wired
link by sending series of large TCP/IP packets
Received Signal Strength
Indication (RSSI) levels are
tested
Document the RSSI seen on each wireless radio device
Connect video infrastructure
nodes to 4G LTE portal and test
network signal quality
Compare wireless network performance based on other
wireless mesh network configurations and document the
results
Test and document bandwidth
between video infrastructure
nodes and 4G LTE portal to
determine quality of signal
Verify optimal bandwidth with minimal interference and
document as baseline for deployment at intersection
Video Hardware Infrastructure Deployment Tests
Objective: Verify as units come online, post installation, that they are performing per project
requirement as expected
Assumption: Device is installed in final location with power applied and antennae aligned
Method: Log into device interface to view statistics and perform applicable tests, then
document results in table at end of Final Acceptance Test Plan
Page | 33
Test Criteria Expected Result
Test 4G LTE HVP600 and
HVP200 portal(s) (network
aggregation) is(are) online with
reliable WAN connectivity
4G LTE Router is active within enterprise cloud
manager (ECM)
Radio nodes can be reached
through wireless link
Node shows details can be accessed
4G LTE Network bandwidth
throughput is tested
Measure actual throughput between wireless and wired
link by sending series of large TCP/IP packets (should
have 2 Mbps available per camera on the 4G LTE
network link)
Received Signal Strength
Indication (RSSI) levels are
tested
Document the RSSI seen on each wireless radio device
Test wireless network signal
quality at each intersection and
determine level of interference
Compare wireless network performance based on other
intersections and document results (if applicable)
Test and document bandwidth
between video infrastructure
nodes and 4G LTE portal and
determine quality of signal
Verify optimal bandwidth with minimal interference
Video Infrastructure Device Connectivity Tests
Objective: Verify connectivity and basic functionality when device is brought online.
Assumption: Access is available to each camera and the camera is recording as per project
requirements.
Method: Logon to a computer with access to the Internet.
Test Criteria Expected Result
Device is online Camera appears in Hitachi Visualization Suite (HVS)
Wireless device settings verified Settings confirmed via ECM as per project requirements
Camera video archives are
accessible and viewable
Verify access to camera recordings via HVS operation
Download video footage and
snapshot image to local
computer
Download of video clip and snapshot available on local
computer
Page | 34
Post-Installation Testing
Objective: Verify that when a video infrastructure node loses connectivity to the 4G LTE
network that the camera continues recording to the local hard drive.
Assumption: The video infrastructure node does not lose power when network connectivity is
lost.
Method: Remove a video infrastructure node from the 4G LTE cellular network, use
software interface accessed via wireless network or via hardwired Ethernet cable
plugged directly into camera to determine whether local recording function
remains operational.
Test Criteria Expected Result
Video infrastructure node loses
connectivity to the 4G LTE
network and continues to record
video and alert snapshots
Camera disappears from 4G LTE network and HVS
interface. Local login via wireless network confirms
continued video recording operations per project
requirements.
4G LTE network link is re-
established
Camera re-appears in ECM as connected to 4G LTE
network and the HVS interface
Camera data is reliably
maintained and intact
Login to the camera, verify no loss of camera data
Dublin Police Department Final Acceptance Test Plan Responsibilities
Dublin Police Department (DPD) Final Acceptance Test Plan responsibilities include:
1. DPD shall provide access to the facilities where the hardware and software will be
evaluated and tested.
2. DPD shall secure any required approvals, permits and licenses for onsite support effort.
3. DPD shall provide remote network VPN access during the maintenance period to Hitachi
and Consiliant support personnel.
4. DPD shall be responsible for the management of the existing local area and wide area
network, network security, and multicast traffic management.
5. DPD shall accept delivery of an updated Camera/Device spreadsheet which will serve
as completion of the Final Acceptance Test Plan and mark the project transition to a
post-implementation support engagement.
Completion Criteria: This task will be complete when the equipment at each installation location
has been tested by observing live video, receiving a response to a ping test and the updated
Camera/Device spreadsheet has been delivered to project Point of Contacts.
Document Deliverable: Updated Camera/Device spreadsheet
Page | 35
Quality Assurance Inspection
A quality assurance inspection shall be performed per the following:
Test Case Expected Test Results
Customer provided persistent power load Power circuit provides expected voltage and
amperage. Power breakers and fuses are
properly installed and of the proper value and
size. Wires are properly color coded and sized
for current draw and components.
Verification of proposed power supplies Verified the proper operation, voltage and
amperage of device power supplies
Reaffirmation of camera operations including
functions and features
Verified the proper operation of camera
including ping test, video streaming and
network connectivity
Validation of proper installation All hardware (screws, nuts, bolts, lock-
washers, etc.) are installed properly and
tightened
Verify cable management follows indoor and
outdoor best practices
Cable ties and adhesive clips are secured and
clipped. Harness assemblies are neatly
dressed, identified and properly routed
Validate camera mounting meets requirementsCamera bracket assembly is properly mounted
and secured as per requirements
Review cable terminations for proper
installation and weatherization
Terminal connections are properly identified,
and seated securely into connector. Surge
Suppressor is properly installed and plugged
in securely for wireless antenna and/or PoE
radio. All sockets and connectors properly
fastened and locked.
Verify labelling of devices and connections All devices and cables are labelled to
customer requested nomenclature
ADDITIONAL SYSTEM CAPABILITIES AND OPERATIONAL INITIATIVES
The following sections define additional solution capabilities that support further use cases for
the Hitachi intelligent video infrastructure platform currently proposed for the City of Dublin and
Dublin Police Department. While not applicable to the current project proposal, it is important to
understand the versatility of the Hitachi solution and the City of Dublin’s future opportunities for
maximizing the return on investment (ROI) of the proposed project. The following capabilities
and initiatives are NOT included in any Statement of Work, Sales Order, Quote or related
project document.
Page | 36
Process Improvement
This phase analyzes procedural details for each security system and existing organization data
sources. Analysis to determine how these assets can be integrated to create a more intelligent
security surveillance system to improve efficiencies, decisions and reduce cost and risk.
Process improvement may be something as simple as acknowledging an automated alarm by
clicking an automated acknowledgement alert within the dynamic GIS interface, integrated from
a video management system for accountability. Another example is the automation of previously
manual processes and procedures complemented by dynamic real-time reporting and
dashboards.
Process improvement is meant to aggregate and streamline information and organizational
procedures currently addressed by disparate subsystems (see Figure 1) into a common
interface for all stakeholders to receive relevant and up-to-date information:
Documentation is developed to support new procedural details (Use Cases) along with an
executive presentation explaining the improvements, streamlined objectives and how they will
satisfy new objectives and requirements.
Tasks and Activities:
Identify Team (Customer, Architects, Engineers)
Identify Team Leads (Customer, Architects, Engineers)
Define Current Physical Security Systems, Requirements, Objectives
Define Procedural Details
Document Results in Process Document
Coordinate Schedule to Review (Customer, Architects, & Engineers)
Page | 37
Define New Procedural Details
Deliverable: Document Results in updated Requirements Document
Deliverable: Document Results in Presentation (also used for training)
Present New Processes
Hitachi Video Platform – Additional Capabilities
1. Social Media Analytics
2. Live Face Match / Facial Recognition
3. Gateway Appliance
4. Centralized Video Storage
5. Centralized/Multiple Location Video Access/Viewing
6. Video Analytics
a. Intrusion Detector
b. Face Collector
c. Object Detector
d. Video Enhancer (Rain/Fog/Lighting/Wind/Ground Vibration)
e. Camera Health Monitor
f. Privacy Protector (Blurs Faces Until Video Under Investigation Evidence)
g. Activity Visualizer
h. People Counter
i. Queue Detector
j. Traffic Direction Controller
k. License Plate Recognition
l. Parking Space Analyzer
m. Traffic Analyzer (Pedestrian/Bicycle/Auto/Commercial
n. Vehicle Counter
7. Third Party Infrastructure Aggregation
8. Data Source Integration and Correlation
9. Custom Reporting and Dashboards
10. Network Architecture – Fibre and Wireless IP
11. Public WiFi Access
Page | 38
The following provisions are a part of this Statement of Work:
Contact Information
The persons identified in the following table are the primary points of contact for this Project.
Consiliant Account Manager Consiliant Engineering Director
Name Jon Garcia Sean Balas
Title Senior Account Executive Systems Engineer, Solutions Architect
Address 15375 Barranca Pkwy, Ste A-108
Irvine, CA 92618
15375 Barranca Pkwy, Ste A-108
Irvine, CA 92618
Office Phone No. (949) 861-8800 Ext. 213 (310) 710-4946
Mobile Phone No. (949) 291-4962 (949) 625-8958
FAX Phone No. (949) 625-8958
E-mail Address jgarcia@consiliant.com sbalas@consiliant.com
Hitachi Account Manager Consiliant Project Manager
Name Chuck Reeves To Be Assigned
Title Sales Director Lead Project Manager
Address 15375 Barranca Pkwy, Ste A-108
Irvine, CA 92618
Office Phone No.
Mobile Phone No. (469) 343‐3521
FAX Phone No.
E-mail Address chuck.reeves@hitachivantara.com
Change Control Process
City of Dublin or Consiliant may initiate changes to this Statement of Work by providing a written
request to the other party. The parties will review any change requests and advise the other
party if the request can be accepted and if so, the price and schedule impact. Changes will be
added as an Amendment to this Statement of Work only when both parties agree and have
signed an Amendment that reflects the nature of the change, the price and schedule impacts.
Contract Extension
The City of Dublin will have the option to continue this contract beyond the 3-year initial term on
an annual basis beginning at the expiration of this contract, and at a minimum of 12-month term
contract extensions.
Equal Opportunity Employer
Consiliant is an equal opportunity employer and refers Contract Employees, regardless of race,
sex, color, religion, creed, ancestry, national origin, disability, age, marital status or other
protected class status pursuant to applicable law. Client agrees and warrants that it will not
reject Contract Employees, or otherwise deem Contract Employees unacceptable, or take any
other action for any reason prohibited by federal, state or local laws including, but not limited to,
laws pertaining to employment discrimination or employee safety. In addition, Client agrees to
require all Contract Employees to record all hours worked and will not allow “off the clock” time
or other similar arrangements.
Page | 39
Annual Recurring Costs Summary
ANNUAL RECURRING COST SUMMARY (Year 4+)
Solution Component Quantity Per Item Cost Total Annual Recurring Cost
Hitachi Visualization Suite Software
Base License Subscription 1 $4,950.00 $4,950.00
Hitachi Visualization Suite Software
VMS Connector Subscription 1 $2,500.00 $2,500.00
Hitachi Visualization Suite Software
Device Connector Subscription 53 $90.33 $4,787.49
Video Management Software
Maintenance and Support 1 $4,397.00 $4,397.00
Hitachi Hardware Infrastructure
Maintenance and Support 1 $30,345.00 $30,345.00
4G LTE Cellular Network Card 22 $480.00 $10,560.00
TOTAL ANNUAL RECURRING COST: $57,539.59
2960236.1
Payment Schedule
Amount Description Due
$425,165.82 Hardware, Software, Professional
Services and 50% of Installation
Upon Contract Execution
$208,809.82 50% of Installation,
Hardware/Software Maintenance
and Support, Project
management and Training
Upon City’s Final Acceptance of
Installation Work
2960183.1
Quote Date:
Consiliant Technologies LLC Account Executive:Jon Garcia
15375 Barranca Parkway, A-108, Irvine, CA 92618 jgarcia@consiliant.com
Tel: (949) 861-8800 | E-mail: info@consiliant.com Tel:(949) 291-4962
www.consiliant.com OrderFax:(949) 625-8958
Company:City of Dublin
Address:100 Civic Plaza
Dublin, CA 94568
Contact:Victor Fox
Title:Lieutenant
Tel:(925) 833-6650
Fax:
Web:
E-Mail:vfox@ci.dublin.ca.us
Quantity Product $ / UnitNet Price
HITACHI VIDEO ARCHITECTURE: BUDGETARY QUOTE
ASSUMPTIONS:
- 36 Month Term for Software and Hardware
- (53) Cameras Connected to Hitachi Visualization Suite Software
SOLUTION COMPONENTS:
Hitachi Visualization Suite Software Base Licensing
Hitachi Visualization Suite Software Camera/Device Connector Licensing
Hitachi Video Management Software
Installation and Configuration Services
3 Hitachi Visualization Suite Software Base Subscription Licensing, One Year Term 4,950.00$ 14,850.00$
+ Three year term quoted for entire solution.
3 Hitachi Visualization Suite Software Connector Subscription Licensing, One Year Term 2,500.00$ 7,500.00$
+ Three year term quoted for entire solution.
53 Hitachi Visualization Suite Software Camera/Device Connector Subscription Licensing, Three Year Term 271.00$ 14,363.00$
+ (51) cameras connected to Hitachi software for three-year term; ~$90.33 per camera per year
1 Hardware Infrastructure for (16) Defined Intersections 252,868.00$ 252,868.00$
+ (16) HVP 600 PTZ Cameras
+ (6) HVP 200 Fixed Cameras
+ (22) AXIS P1435-LE Cameras with 3-10.5mm Lens
+ (9) AXIS P1435-LE Cameras with 10-22mm Lens
+ (36) Wireless Point-to-Point Radios
1 Hardware Infrastructure Maintenance and Support for (16) Defined Intersections 91,033.00$ 91,033.00$
+ Three year term quoted for entire solution. See Hitachi Support Service Descriptions and Deliverables Document.
1 Video Management Software Base Licensing 10,694.00$ 10,694.00$
1 Video Management Software Maintenance and Support 13,190.00$ 13,190.00$
+ Three year term quoted for entire solution.
1 Professional Services for Software and Camera Configuration 35,918.00$ 35,918.00$
+ Hitachi Professional Services Delivery for Configured HVS and HVP Solution
2 Hitachi Training 3,000.00$ 6,000.00$
+ One Day of Hitachi Professional Instruction for HVS and HVP Systems
1 Consiliant Project Management Fee: 5% of Total Project 15,014.00$ 15,014.00$
+ Whoelsale management of solution implementation including hardware, software, construction and professional services engagements.
+ Total Project Cost for Project Management Fee = $300,275.00
+ Project Cost for Project Management fee is only based on solution components. Maintenance, Support, Construction, Training and
Professional Services are not weighted in this total project cost.
1 Consiliant Professional Services for Additional Site Survey, As-Built Diagram Revisons and T&E 5,400.00$ 5,400.00$
Technical contact - email / phone::
SITUATIONAL INTELLIGENCE
Quote ID:
CoD_CT_FINAL_HVS_HVP_v5 May 2, 2018
CUSTOMER INFORMATION
Same AddressSame Address
CONTACT INVOICE TO SHIP TO
SITUATIONAL INTELLIGENCE
PO #: Notes:
Final Quote: Expires June 30, 2018
City of Dublin City of Dublin
Same ContactAccounts Payable
CONSTRUCTION & ELECTRICAL IMPLEMENTATION: WIRELESS ARCHITECTURE
1 Dougherty/Amador 9,221.88$ 9,221.88$
1 Dublin Blvd/Village Parkway 13,119.76$ 13,119.76$
1 Dublin Blvd/San Ramon Rd 12,068.94$ 12,068.94$
1 Dublin Blvd/Schaefer Ranch Rd 9,020.00$ 9,020.00$
1 Dublin/Dougherty 12,618.94$ 12,618.94$
1 Fallon/Bent Tree 8,057.18$ 8,057.18$
1 Fallon/Dublin Blvd 11,518.94$ 11,518.94$
1 Fallon/Tassajara 8,607.18$ 8,607.18$
1 Hacienda/Dublin Blvd 12,521.88$ 12,521.88$
1 Positano/Fallon 8,299.18$ 8,299.18$
1 San Ramon Rd/Amador Valley Blvd 9,577.76$ 9,577.76$
1 San Ramon Valley/Westside/Alcosta 7,927.76$ 7,927.76$
1 Tassajara/Dublin 12,828.59$ 12,828.59$
1 Tassajara/Gleason 11,486.59$ 11,486.59$
1 Village Parkway/Amador Valley Blvd 10,516.00$ 10,516.00$
1 Village Parkway/Davona 9,755.06$ 9,755.06$
Product, Maintenance & Support Sub-Total:633,975.64$
TOTAL HARDWARE:
TOTAL SOFTWARE:
TOTAL HARDWARE MAINTENANCE/SUPPORT:
TOTAL SOFTWARE MAINTENANCE/SUPPORT:
TOTAL PROFESSIONAL SERVICES:
TOTAL CONSTRUCTION/ELECTRICAL:
TOTAL PROJECT MANAGEMENT:
TOTAL TRAINING:
IMPORTANT NOTES:
A firm price quote for this project cannot be delivered due to unknown factors including:
+ Condition of existing conduit at each intersection required for wiring video infrastructure
+ Extent of service pedestal modifications that will be required to support video infrastructure
+ Final equipment locations have not been confirmed by the City of Dublin
+ Final connectivity has not been confirmed per intersection (Hard Wired or Wireless)
+ Traffic control requirements have not been finalized including lane closures and allowable working hours
+ Required permits, fees and insurance have not been finalized
4G LTE cellular network cards required for connectivity to video infrastructure will be supplied by the City of Dublin.
+ (22) 4G LTE Cards at $40 per card per month = $880.00 per month / $10,560.00 per year recurring costs
License plate capture utilizing specialized cameras and software is not provided in this project.
All license plate image capture is best effort and significantly impacted by time of day and lighting conditions.
SUBTOTAL:$633,975.64
TBD TAX:TBD
TBD SHIPPING:TBD
TOTAL:$633,975.64
TERMS:Net 30 days
15,014.00$
6,000.00$
41,318.00$
252,868.00$
167,145.64$
SOLUTION SUMMARY
47,407.00$
91,033.00$
13,190.00$
Payment Schedule
Amount Description Due
$425,165.82 Hardware, Software, Professional
Services and 50% of Installation
Upon Contract Execution
$208,809.82 50% of Installation,
Hardware/Software Maintenance
and Support, Project
management and Training
Upon City’s Final Acceptance of
Installation Work
2960183.1
Quote Date:
Consiliant Technologies LLC Account Executive:Jon Garcia
15375 Barranca Parkway, A-108, Irvine, CA 92618 jgarcia@consiliant.com
Tel: (949) 861-8800 | E-mail: info@consiliant.com Tel:(949) 291-4962
www.consiliant.com OrderFax:(949) 625-8958
Company:City of Dublin
Address:100 Civic Plaza
Dublin, CA 94568
Contact:Victor Fox
Title:Lieutenant
Tel:(925) 833-6650
Fax:
Web:
E-Mail:vfox@ci.dublin.ca.us
Quantity Product $ / UnitNet Price
HITACHI VIDEO ARCHITECTURE: BUDGETARY QUOTE
ASSUMPTIONS:
- 36 Month Term for Software and Hardware
- (53) Cameras Connected to Hitachi Visualization Suite Software
SOLUTION COMPONENTS:
Hitachi Visualization Suite Software Base Licensing
Hitachi Visualization Suite Software Camera/Device Connector Licensing
Hitachi Video Management Software
Installation and Configuration Services
3 Hitachi Visualization Suite Software Base Subscription Licensing, One Year Term 4,950.00$ 14,850.00$
+ Three year term quoted for entire solution.
3 Hitachi Visualization Suite Software Connector Subscription Licensing, One Year Term 2,500.00$ 7,500.00$
+ Three year term quoted for entire solution.
53 Hitachi Visualization Suite Software Camera/Device Connector Subscription Licensing, Three Year Term 271.00$ 14,363.00$
+ (51) cameras connected to Hitachi software for three-year term; ~$90.33 per camera per year
1 Hardware Infrastructure for (16) Defined Intersections 252,868.00$ 252,868.00$
+ (16) HVP 600 PTZ Cameras
+ (6) HVP 200 Fixed Cameras
+ (22) AXIS P1435-LE Cameras with 3-10.5mm Lens
+ (9) AXIS P1435-LE Cameras with 10-22mm Lens
+ (36) Wireless Point-to-Point Radios
1 Hardware Infrastructure Maintenance and Support for (16) Defined Intersections 91,033.00$ 91,033.00$
+ Three year term quoted for entire solution. See Hitachi Support Service Descriptions and Deliverables Document.
1 Video Management Software Base Licensing 10,694.00$ 10,694.00$
1 Video Management Software Maintenance and Support 13,190.00$ 13,190.00$
+ Three year term quoted for entire solution.
1 Professional Services for Software and Camera Configuration 35,918.00$ 35,918.00$
+ Hitachi Professional Services Delivery for Configured HVS and HVP Solution
2 Hitachi Training 3,000.00$ 6,000.00$
+ One Day of Hitachi Professional Instruction for HVS and HVP Systems
1 Consiliant Project Management Fee: 5% of Total Project 15,014.00$ 15,014.00$
+ Whoelsale management of solution implementation including hardware, software, construction and professional services engagements.
+ Total Project Cost for Project Management Fee = $300,275.00
+ Project Cost for Project Management fee is only based on solution components. Maintenance, Support, Construction, Training and
Professional Services are not weighted in this total project cost.
1 Consiliant Professional Services for Additional Site Survey, As-Built Diagram Revisons and T&E 5,400.00$ 5,400.00$
Technical contact - email / phone::
SITUATIONAL INTELLIGENCE
Quote ID:
CoD_CT_FINAL_HVS_HVP_v5 May 2, 2018
CUSTOMER INFORMATION
Same AddressSame Address
CONTACT INVOICE TO SHIP TO
SITUATIONAL INTELLIGENCE
PO #: Notes:
Final Quote: Expires June 30, 2018
City of Dublin City of Dublin
Same ContactAccounts Payable
CONSTRUCTION & ELECTRICAL IMPLEMENTATION: WIRELESS ARCHITECTURE
1 Dougherty/Amador 9,221.88$ 9,221.88$
1 Dublin Blvd/Village Parkway 13,119.76$ 13,119.76$
1 Dublin Blvd/San Ramon Rd 12,068.94$ 12,068.94$
1 Dublin Blvd/Schaefer Ranch Rd 9,020.00$ 9,020.00$
1 Dublin/Dougherty 12,618.94$ 12,618.94$
1 Fallon/Bent Tree 8,057.18$ 8,057.18$
1 Fallon/Dublin Blvd 11,518.94$ 11,518.94$
1 Fallon/Tassajara 8,607.18$ 8,607.18$
1 Hacienda/Dublin Blvd 12,521.88$ 12,521.88$
1 Positano/Fallon 8,299.18$ 8,299.18$
1 San Ramon Rd/Amador Valley Blvd 9,577.76$ 9,577.76$
1 San Ramon Valley/Westside/Alcosta 7,927.76$ 7,927.76$
1 Tassajara/Dublin 12,828.59$ 12,828.59$
1 Tassajara/Gleason 11,486.59$ 11,486.59$
1 Village Parkway/Amador Valley Blvd 10,516.00$ 10,516.00$
1 Village Parkway/Davona 9,755.06$ 9,755.06$
Product, Maintenance & Support Sub-Total:633,975.64$
TOTAL HARDWARE:
TOTAL SOFTWARE:
TOTAL HARDWARE MAINTENANCE/SUPPORT:
TOTAL SOFTWARE MAINTENANCE/SUPPORT:
TOTAL PROFESSIONAL SERVICES:
TOTAL CONSTRUCTION/ELECTRICAL:
TOTAL PROJECT MANAGEMENT:
TOTAL TRAINING:
IMPORTANT NOTES:
A firm price quote for this project cannot be delivered due to unknown factors including:
+ Condition of existing conduit at each intersection required for wiring video infrastructure
+ Extent of service pedestal modifications that will be required to support video infrastructure
+ Final equipment locations have not been confirmed by the City of Dublin
+ Final connectivity has not been confirmed per intersection (Hard Wired or Wireless)
+ Traffic control requirements have not been finalized including lane closures and allowable working hours
+ Required permits, fees and insurance have not been finalized
4G LTE cellular network cards required for connectivity to video infrastructure will be supplied by the City of Dublin.
+ (22) 4G LTE Cards at $40 per card per month = $880.00 per month / $10,560.00 per year recurring costs
License plate capture utilizing specialized cameras and software is not provided in this project.
All license plate image capture is best effort and significantly impacted by time of day and lighting conditions.
SUBTOTAL:$633,975.64
TBD TAX:TBD
TBD SHIPPING:TBD
TOTAL:$633,975.64
TERMS:Net 30 days
15,014.00$
6,000.00$
41,318.00$
252,868.00$
167,145.64$
SOLUTION SUMMARY
47,407.00$
91,033.00$
13,190.00$
Payment Schedule
Amount Description Due
$425,165.82 Hardware, Software, Professional
Services and 50% of Installation
Upon Contract Execution
$208,809.82 50% of Installation,
Hardware/Software Maintenance
and Support, Project
management and Training
Upon City’s Final Acceptance of
Installation Work
2960183.1
Quote Date:
Consiliant Technologies LLC Account Executive:Jon Garcia
15375 Barranca Parkway, A-108, Irvine, CA 92618 jgarcia@consiliant.com
Tel: (949) 861-8800 | E-mail: info@consiliant.com Tel:(949) 291-4962
www.consiliant.com OrderFax:(949) 625-8958
Company:City of Dublin
Address:100 Civic Plaza
Dublin, CA 94568
Contact:Victor Fox
Title:Lieutenant
Tel:(925) 833-6650
Fax:
Web:
E-Mail:vfox@ci.dublin.ca.us
Quantity Product $ / UnitNet Price
HITACHI VIDEO ARCHITECTURE: BUDGETARY QUOTE
ASSUMPTIONS:
- 36 Month Term for Software and Hardware
- (53) Cameras Connected to Hitachi Visualization Suite Software
SOLUTION COMPONENTS:
Hitachi Visualization Suite Software Base Licensing
Hitachi Visualization Suite Software Camera/Device Connector Licensing
Hitachi Video Management Software
Installation and Configuration Services
3 Hitachi Visualization Suite Software Base Subscription Licensing, One Year Term 4,950.00$ 14,850.00$
+ Three year term quoted for entire solution.
3 Hitachi Visualization Suite Software Connector Subscription Licensing, One Year Term 2,500.00$ 7,500.00$
+ Three year term quoted for entire solution.
53 Hitachi Visualization Suite Software Camera/Device Connector Subscription Licensing, Three Year Term 271.00$ 14,363.00$
+ (51) cameras connected to Hitachi software for three-year term; ~$90.33 per camera per year
1 Hardware Infrastructure for (16) Defined Intersections 252,868.00$ 252,868.00$
+ (16) HVP 600 PTZ Cameras
+ (6) HVP 200 Fixed Cameras
+ (22) AXIS P1435-LE Cameras with 3-10.5mm Lens
+ (9) AXIS P1435-LE Cameras with 10-22mm Lens
+ (36) Wireless Point-to-Point Radios
1 Hardware Infrastructure Maintenance and Support for (16) Defined Intersections 91,033.00$ 91,033.00$
+ Three year term quoted for entire solution. See Hitachi Support Service Descriptions and Deliverables Document.
1 Video Management Software Base Licensing 10,694.00$ 10,694.00$
1 Video Management Software Maintenance and Support 13,190.00$ 13,190.00$
+ Three year term quoted for entire solution.
1 Professional Services for Software and Camera Configuration 35,918.00$ 35,918.00$
+ Hitachi Professional Services Delivery for Configured HVS and HVP Solution
2 Hitachi Training 3,000.00$ 6,000.00$
+ One Day of Hitachi Professional Instruction for HVS and HVP Systems
1 Consiliant Project Management Fee: 5% of Total Project 15,014.00$ 15,014.00$
+ Whoelsale management of solution implementation including hardware, software, construction and professional services engagements.
+ Total Project Cost for Project Management Fee = $300,275.00
+ Project Cost for Project Management fee is only based on solution components. Maintenance, Support, Construction, Training and
Professional Services are not weighted in this total project cost.
1 Consiliant Professional Services for Additional Site Survey, As-Built Diagram Revisons and T&E 5,400.00$ 5,400.00$
Technical contact - email / phone::
SITUATIONAL INTELLIGENCE
Quote ID:
CoD_CT_FINAL_HVS_HVP_v5 May 2, 2018
CUSTOMER INFORMATION
Same AddressSame Address
CONTACT INVOICE TO SHIP TO
SITUATIONAL INTELLIGENCE
PO #: Notes:
Final Quote: Expires June 30, 2018
City of Dublin City of Dublin
Same ContactAccounts Payable
CONSTRUCTION & ELECTRICAL IMPLEMENTATION: WIRELESS ARCHITECTURE
1 Dougherty/Amador 9,221.88$ 9,221.88$
1 Dublin Blvd/Village Parkway 13,119.76$ 13,119.76$
1 Dublin Blvd/San Ramon Rd 12,068.94$ 12,068.94$
1 Dublin Blvd/Schaefer Ranch Rd 9,020.00$ 9,020.00$
1 Dublin/Dougherty 12,618.94$ 12,618.94$
1 Fallon/Bent Tree 8,057.18$ 8,057.18$
1 Fallon/Dublin Blvd 11,518.94$ 11,518.94$
1 Fallon/Tassajara 8,607.18$ 8,607.18$
1 Hacienda/Dublin Blvd 12,521.88$ 12,521.88$
1 Positano/Fallon 8,299.18$ 8,299.18$
1 San Ramon Rd/Amador Valley Blvd 9,577.76$ 9,577.76$
1 San Ramon Valley/Westside/Alcosta 7,927.76$ 7,927.76$
1 Tassajara/Dublin 12,828.59$ 12,828.59$
1 Tassajara/Gleason 11,486.59$ 11,486.59$
1 Village Parkway/Amador Valley Blvd 10,516.00$ 10,516.00$
1 Village Parkway/Davona 9,755.06$ 9,755.06$
Product, Maintenance & Support Sub-Total:633,975.64$
TOTAL HARDWARE:
TOTAL SOFTWARE:
TOTAL HARDWARE MAINTENANCE/SUPPORT:
TOTAL SOFTWARE MAINTENANCE/SUPPORT:
TOTAL PROFESSIONAL SERVICES:
TOTAL CONSTRUCTION/ELECTRICAL:
TOTAL PROJECT MANAGEMENT:
TOTAL TRAINING:
IMPORTANT NOTES:
A firm price quote for this project cannot be delivered due to unknown factors including:
+ Condition of existing conduit at each intersection required for wiring video infrastructure
+ Extent of service pedestal modifications that will be required to support video infrastructure
+ Final equipment locations have not been confirmed by the City of Dublin
+ Final connectivity has not been confirmed per intersection (Hard Wired or Wireless)
+ Traffic control requirements have not been finalized including lane closures and allowable working hours
+ Required permits, fees and insurance have not been finalized
4G LTE cellular network cards required for connectivity to video infrastructure will be supplied by the City of Dublin.
+ (22) 4G LTE Cards at $40 per card per month = $880.00 per month / $10,560.00 per year recurring costs
License plate capture utilizing specialized cameras and software is not provided in this project.
All license plate image capture is best effort and significantly impacted by time of day and lighting conditions.
SUBTOTAL:$633,975.64
TBD TAX:TBD
TBD SHIPPING:TBD
TOTAL:$633,975.64
TERMS:Net 30 days
15,014.00$
6,000.00$
41,318.00$
252,868.00$
167,145.64$
SOLUTION SUMMARY
47,407.00$
91,033.00$
13,190.00$
10-1.045 PRECONSTRUCTION MEETING: Prior to the actual beginning of work on the traffic
signal system, an on-site preconstruction meeting shall be held to familiarize all parties with the work to
be done and the City’s inspection procedures. Contractor shall, at his convenience, but not less than 48
hours in advance, shall notify the Engineer of the proposed meeting date, time (between 8:30 a.m. and
3:00 p.m.) and location.
10-1.05 MAINTAINING EXISTING AND TEMPORARY ELECTRICAL SYSTEMS: Maintaining
existing and temporary electrical systems shall conform to Section 86-1.05, “Maintaining Existing and
Temporary Electrical Systems” of the Standard Specifications and these special provisions.
Contractor shall be responsible for keeping all or any part of an existing or temporary system in effective
operation. No payment shall be made for this item.
Traffic signal system shutdowns shall be limited to periods between the hours of 8:30 a.m. and 3:30 p.m.
unless otherwise approved in writing by the City.
Contractor shall place “Stop Ahead” and “Stop” signs to direct vehicle and pedestrian traffic through the
intersection during traffic signal system shutdowns. (During peak traffic periods, City may require a
flagperson to direct traffic.) Temporary “Stop Ahead” and “Stop” signs shall be either covered or
removed when the system is turned on. All signal faces shall be covered when the system is shut down.
“Stop Ahead” and “Stop” signs shall be furnished by Contractor and shall conform to the provisions in
Section 12-3.06 “Construction Area Signs” of the Standard Specifications except that the base material
for the signs shall not be plywood. Minimum size of “Stop” signs shall be 36 inches / 915 millimeters.
One “Stop Ahead” sign and one “Stop” sign shall be placed for each direction of traffic. For two-lane
approaches, two “Stop” signs shall be placed. Location of the signs shall be as directed by the Engineer.
Once the traffic signal system is shut down, the Contractor shall continuously provide traffic control until
the signal modification work is completed (on the same day) and the traffic signal system is turned on
again. The traffic signal system may not be shut down overnight.
Full compensation for complying with these special provisions for furnishing, installing, maintaining, and
removing temporary “Stop Ahead” and “Stop” signs and for covering signs not in use shall be considered
as included in the contract lump sum price paid for the signal item involved and no additional
compensation shall be allowed therefor.
10-1.06 SCHEDULING OF WORK: Scheduling of work shall conform to Section 86-1.06,
“Scheduling of Work” of the Standard Specifications and these special provisions. Unless otherwise
arranged in advance, working hours shall be from 7:30 a.m. to 5:30 p.m., Monday through Friday, except
that lane closures on major arterials and in downtown areas shall be limited to 9:00 a.m. to 3:30 p.m.
Work outside of these hours, or on weekends or observed City holidays shall not be allowed except by
special written permission of the Engineer.
10-2 MATERIALS AND INSTALLATION
10-2.01 EXCAVATING AND BACKFILLING: Excavating and backfilling shall conform to the
provisions in Section 86-2.01 “Excavating and Backfilling” of the Standard Specifications.
Excavation of any sidewalk or roadway structural section material shall be replaced in kind unless
otherwise indicated on the plans.
Page 2
No separate payment will be made for structure excavation and backfill or disposal of materials.
10-2.03 FOUNDATIONS: Portland cement concrete shall conform to Section 90-10 “Minor Concrete”
of the Standard Specifications (2010 version) and shall contain not less than 470 pounds of cement per
cubic yard, except that concrete for reinforced pile foundations shall contain not less than 564 pounds of
cement per cubic yard.
Where signal standards are removed and abandoned or salvaged from existing foundations and will not
be replaced, the top of the foundation including bolts shall be removed to a depth of not less than 12
inches, or 12 inches below the grading plane, whichever is greater, and backfilled with material to match
the surrounding areas.
In lieu of the “P” cabinet foundation height (H) shown on Sheet ES-4B of the Standard Plans, “P” cabinet
foundation height (H) shall be 42” and shall extend 18” above adjacent finished grade.
10-2.04 STANDARDS, STEEL PEDESTALS, AND POSTS: Traffic signal standards and mast arm
assemblies shall conform to the Standard Specifications and these special provisions.
The dead load safety factor shall be greater than:
4.0 for mast arms under 55 feet
3.2 for mast arms 55 feet or greater
The dead load safety factor is the material yield stress divided by dead load stress (signals, signs, etc.).
Dead load shall be based on the loading configuration shown on project plans.
There shall be no apparent corners or angle points in the profile of the mast arm. The mast arms shall
have a rising straight section from the mast arm base plate at the pole, a constant radius curbed section,
followed by a straight horizontal section projected to the required length. The two straight sections shall
connect to the ends of the constant radius section as a smooth and tangential extension of the constant
radius section. The length of these three mast arm sections shall not vary more than two inches for
identical arms, regardless of tenon spacing. The mast arm rise (vertical distance from pole base plate to
outboard end of straight horizontal section) shall not vary more than three inches for identical arms when
loaded in accordance with project plans. All arms (regardless of tenon spacing) at the outboard end of
horizontal section, when standing and loaded, with the pole completely vertical in all side planes (not
raked or leaning) shall be zero degrees of negative horizontal (down) and shall be no more than two
degrees of positive horizontal (up), and this shall be achieved without the use of wedges or shims. All
mast arms shall be tip tenon on end and include sign rails and fasteners when signs are indicated.
Street name signs shall be bolted to the mast arm and standard unless otherwise indicated on the plans.
All holes shall be retapped after galvanizing. Anchor bolts shall be hot dipped galvanized over the entire
length.
There shall be no interference in seating and tightening of cap screws in securing arm to pole. All cap
screws shall be galvanized.
Pedestrian poles shall be 2.5 inches in diameter, with a 2.5 inch threaded companion flange. Pedestrian
poles shall be covered with a threaded pipe cap when side mounted pedestrian push buttons are used.
10-2.05 CONDUIT: Conduit shall conform to the provisions in Section 86-2.05 “Conduit” of the
Standard Specifications and these special provisions.
Page 3
Conduit in foundations and between foundations and the first pull box shall be Type 1.
The ends of conduit entering or ending at a pull box, controller cabinet, or service cabinet shall be sealed
with an approved duct sealing compound after conductors have been installed.
All conduit shall be cleaned with a mandrel and wire brush and blown out with compressed air prior to
installation of any conductors.
Insulated metal threaded bonding bushings will be required on metal conduit. Slip or compression
couplings or bushings are not allowed.
In addition to the requirements of Section 86-2.05 of the Standard Specifications, conduit shall be
installed in accordance with State of California Electrical Safety Orders (ESO). Conduit joints shall be
watertight and rustproof by an application of an approved noninsulating thread compound.
The City of Dublin does not allow trenches to be unfilled or left open overnight – no exceptions. All
excavated areas in pavement shall be backfilled, except for the top 0.10 foot, by the end of each work
period.
Conduit shall be placed under existing pavement in a trench approximately 2 inches wider than the
outside diameter of the conduit to be installed. Trench width shall not exceed 6 inches.
The outline of all areas of pavement to be removed shall be cut to a minimum depth of 3 inches with an
abrasive type saw or with a rock cutting excavator specifically designed for this purpose. Cuts shall be
neat and true with no shatter outside the removal area. Trenches shall be either parallel to or
perpendicular to the curbline.
Trench shall be backfilled with commercial quality pea gravel concrete containing not less than 564
pounds of cement per cubic yard. The conduit shall be placed in the bottom of the trench, not less than
1.5 foot below the pavement surface for asphalt surfaced roadways and one foot below the
pavement surface for portland cement concrete surfaced roadways. The top 0.10 foot of asphalt
surfaced roadways shall be backfilled with asphalt concrete produced from commercial quality paving
asphalt and aggregates. Calcium chloride shall not be used in concrete which will be in contact with
metal conduit.
Conduit to be installed under sidewalks shall be placed at a minimum depth of 24”; conduit under traffic
areas (streets, parking lots, or driveways) shall be placed at a depth of not less than 36 inches, except
that rockwheel trenches, if approved, may be as noted above.
Prior to spreading asphalt concrete, paint binder shall be applied as specified in Section 39-4.02, “Prime
Coat and Paint Binder” of the Standard Specifications.
Spreading and compacting of asphalt concrete shall be performed by any method which will produce an
asphalt concrete surfacing of uniform smoothness, texture, and density.
With the Engineer’s approval, conduit runs shown in sidewalk areas on the plans may be placed in the
street adjacent to the front edge of the curb with pull boxes located behind the curb in paved sidewalk
areas.
Conduit for signal interconnect shall be a minimum 3” conduit. Radius bends shall be three feet
regardless of angle. The signal interconnect conduit shall be entirely separate from all other conduit,
including the conduit entering the controller cabinet.
Page 4
Conduit in foundations and between a foundation and nearest pull box shall be Type 1, rigid metallic.
10-2.06 PULL BOXES. Pull boxes shall conform to the provisions in Section 86-2.06 “Pull Boxes”
of the Standard Specifications and these special provisions.
Drain rock shall be 1-1/2” flat river run “Noiye” rock. It shall be debris and dirt free before placement in
pull boxes.
Recesses for suspension of ballasts shall not be required.
Pull box lids shall have a non-slip diamond texture with I.D. specifying use.
Spacing between pull boxes shall not exceed 100 feet unless otherwise indicated on the plans or
directed by the Engineer.
Grout and roofing paper in the bottom of pull boxes will not be required.
All pull boxes shall be of precast reinforced concrete and have covers with polyurethane caps with brass
hold downs.
Where the sump of an existing pull box is disturbed by Contractor’s operation, the sump shall be
reconstructed. If the sump was grouted, the old grout shall be removed and new grout placed.
Pull boxes are not to be installed outside of State, County, or City right of way. All pull boxes shall be
placed either next to the back of curb or at the rear of walkways. Pull boxes shall not be placed in the
center of walkways. Pull boxes shall not be placed within or in front of any proposed or existing driveway
or within or in front of the pedestrian ramps for the handicapped unless otherwise directed by the
Engineer.
Pull boxes located within a driveway, or as directed by the Engineer, shall conform to Caltrans Standard
Drawing ES-8 for Traffic Pull Box.
The maximum spacing between pull boxes shall be 100 feet.
Pull boxes for signal interconnect shall be #6E (extended depth). The maximum spacing between SIC
pull boxes shall be 200 feet.
10-2.08 CONDUCTORS AND WIRING: Conductors and wiring shall conform to the provisions of
Section 86-2.08 “Conductors” and Section 86-2.09 “Wiring” of the Standard Specification and these
special provisions.
Aluminum conductors shall not be substituted for copper conductors.
Conductors shall be spliced by the use of “C” shaped compression connectors as shown on Standard
Plan ES-13.
Splices shall be insulated by “Method B” as shown on Standard Plan ES-13.
Terminal strips in pole-mounted signal terminal compartments shall be 12-terminal barrier type with two
#10 screws per terminal, which will accommodate not less than three spade-type lugs on each screw.
Page 5
Conductors No. 8 AWG and larger shall be stranded.
The first paragraph in Section 86-2.08A “Traffic Signal and Multiple Lighting Conductors” of the Standard
Specifications is amended to read:
Conductors for traffic signal, flashing beacon, and multiple lighting installations shall be UL listed and
rated for 600-volt operation. The insulation for No. 16 AWG or smaller conductors shall be Type TF.
The insulation for No. 14 AWG and larger conductors shall be one of the following:
Type TW polyvinyl chloride conforming to the requirements of ASTM Designation D2219
Type THW polyvinyl chloride
Type USE, Type RHH, or Type RHW cross-linked polyethylene
Minimum thickness of any of the above insulations shall be 40 mils for conductor sizes No. 14 to No. 10
AWG, inclusive, and 54 mils for No. 8 to No. 2 AWG, inclusive.
Conductors shall be permanently identified as to function. Identification shall be placed on each
conductor, or each group of conductors comprising a signal phase, in each pull box and near the end of
terminated conductors.
Identification shall be by direct labeling, tags, or bands fastened to the conductors in such a manner that
they will not move along the conductors. Labeling shall be by mechanical methods; e.g., “Dymo”.
No conductors shall be installed until all pull boxes are set to grade and drain rock installed.
Mast arm signal equipment shall be wired and spliced to the nearest pull box.
10-2.08(E) SIGNAL INTERCONNECT CABLE: Signal interconnect cable shall consist of either
twenty-four twisted pair No. 19 gauge (as indicated on the Plans), shielded minimum, stranded tinned
copper conductors. Each conductor shall be insulated with 0.013 inch minimum nominal thickness color
coded polypropylene material. Conductors shall be in twisted pairs. Color coding shall distinguish each
pair. Each pair shall be wrapped with an aluminum polyester shield and shall have a No. 22 or larger
stranded tinned copper drain wire outside the shielded pair.
The cable jacket shall be black, high density polyethylene, rated for a minimum of 300 volts and 60
degrees Celsius, and shall have a nominal wall thickness of 40 mils, minimum. The cable jacket shall be
marked with the manufacturer’s name, insulation type designation, number of conductors and conductor
size, and voltage and temperature ratings.
Splices shall be made only where shown on the plans or in controller cabinets. A minimum of six feet of
slack shall be provided at each pull box and ten feet in the controller cabinet.
Splices of conductors and drain wires shall be soldered. Splices of conductors shall be insulated with
heat-shrink tubing of the appropriate size and shall overlap and conductor insulation with at least 0.5
inch. The over cable splice shall be covered with heat-shrink tubing, with at least 1-1/2 inches of overlap
of the cable jacket.
Color coding shall be, left to right, Brown/Black, Red/Black, Yellow/Black, Green/Black, Blue/Black,
White/Black.
Page 6
FUSED SPLICE CONNECTORS: Fused splice connector fuse current ratings shall be as shown on
State Standard Plan ES-13 except that the minimum current rating shall be 10 amperes.
10-2.09 FIBER OPTIC CABLE
The fiber optic cable shall be single mode with loose tube type construction, non-armored, all dielectric
with a central dielectric strength member consisting of gel-free buffer tubes, with each buffer tube
carrying 12 fibers and a fiber count as shown on the Plans.
The cable shall meet the requirements of the United States Department of Agriculture Rural Utilities
Service (RUS) 7 CFR 1755.900 and the ANSI/ICEA Standard for Fiber Optic Outside Plant
Communications Cable, ANSI/ICEA S-87-640-2006.
All fiber optic cable glass shall be supplied by the same manufacturer and shall be part of a fiber optic
cable utilizing loose tube construction with the following properties:
Parameters Single Mode
Core Diameter 8.3 µm (nominal)
Cladding Diameter 125 + 0.7 µm
Core to Cladding Offset <0.5 µm
Coating Diameter 245 + 10 µm
Cladding Non-Circularity <1.0%
Proof Tensile Test 0.7 GPa
Attenuation at Water Peak @ 1385 + 3 nm < 0.31 dB/km
Attenuation Uniformity No point discontinuity greater
than 0.10 dB at either 1310 nm
or 1550 nm
Chromatic Dispersion
Zero Dispersion
1310 + nm (centered on a
nominal operating wavelength
of 1310)
Zero Dispersion Slope < 0.090 ps/nm²/km
Maximum Dispersion < 3.5 ps/nm/km at 1285 – 1330
nm
Cut-Off Wavelength 1260 nm
Mode-Field Diameter 9.3 + 0.50 µm at 1310 nm
Page 7
10.50 + 1.00 µm at 1550 nm
The installed optical fiber cable shall be tested for compliance with the transmission requirements of this
specification, the manufacturer’s specifications, and prescribed industry standards and practices. The
Contractor shall provide all personnel, equipment, instrumentation, and materials necessary to perform
all testing.
The coating shall be a dual layered, UV-cured acrylate applied by the fiber manufacturer and shall be
mechanically strippable.
The nominal outer diameter of the buffer tube shall be 2.5 mm or 3.0 mm.
All cabled optical fibers >1000 meters in length shall be 100% attenuation tested. The attenuation of
each fiber shall be provided with each cable reel.
The cable manufacturer shall be TL 9000 registered or equivalent.
The Contractor shall install the fiber optic cable in strict adherence to the manufacturer's recommended
procedures. Care shall be taken to avoid cable damage during handling and placing. Fiber optic cable is
sensitive to excessive pulling, bending and crush forces. The minimum bending and maximum tension
requirements for installing the fiber optic cables shall be according to the manufacturer's specifications.
Cable lubricant shall be used for all fiber optic pulls and shall be compatible with the fiber optic cable
outer sheath and existing cable where fiber cable is installed in a communication conduit with other
existing cable. Lubricant shall be applied according to the manufacturer's recommendations.
Field installed pulling grips with a rotating type swivel shall be used to pull the fiber optic cable.
All pulling equipment and hardware that will be used by the Contractor during the cable installation must
maintain the manufacturer specified minimum bend radius of the cable. Such equipment includes
sheaves, capstans, bending shoes and quadrant blocks designed for use with fiber optic cable.
SPLICING 10.209 (A): Fiber optic cable splicing shall not be permitted in cable runs or pull boxes.
Splicing shall be done only in splice vaults and at locations indicated on the Plans. All single mode
splices shall be of the fusion type and made with equipment certified for a typical loss of less than 0.03
dB (single mode).
The Contractor shall test each splice and any splice greater than 0.03 dB loss shall be rejected and re-
spliced until the acceptable dB loss is obtained.
TERMINATION 10.209 (B): The Contractor shall install a fan-out kit that connects the fiber optic jumper
cable to the fiber optic transmission equipment. The fan-out shall be equipped to terminate fiber optic
(loose tube) cable and shall provide protection for the bare fibers. The fan-out kit shall have a 12-fiber
fan-out insert and twelve 1-meter lengths of fan-out tubing with twelve single mode fibers that are ready
for field installable ST or sc connectors as required. Tubing shall be the color of the tube buffer
Page 8
connecting from the jacketed fiber cable with identification of cable number and shall be made of woven
(kevlar) inner layer and plastic outer cover. Fan-out tubing shall be firmly joined to the fan-out head at
one end and to the connector body at the other end. Stress on the fiber members shall be prevented by
suitably clamping the tensile members and kevlar inner layers. The fan-out cable kit shall also meet
the following specifications:
Housing Fan-Out Tubing
Length:
Length:
132 mm (5.2
31 mm (1.22
in.)
in.)
Length:
Diameter:
Environmental:
1 m (39.4 in.)
2.9 mm (0.11 in.)
-40°C to 70°C
The fan-out kit shall be securely anchored to the side wall of the cabinet by suitable ties. The Contractor
shall furnish and install fan-out kits at locations shown on the plans.
The Contractor shall provide the City with a cable route diagram indicating the actual cable route and foot
marks, for all intersections, directional change points in the cable routing, and all termination points. The
Contractor shall record these points during cable installation. The Contractor shall provide to the City
Cable system As-Built drawings showing the exact cable route. Information such as the location of slack
cable and its quantity shall also be recorded in the cable route diagram. Records should include all splice
points and the amount of slack at each vault and hub.
The contractor shall furnish three references for projects completed similar in size and scope as this
project. Information for each reference shall include client name, client representative, phone number, e-
mail address, construction cost of project, and brief description of work performed.
10-2.10 BONDING AND GROUNDING: Bonding and grounding shall conform to the provisions in
Section 86-2.10 “Bonding and Grounding” of the Standard Specifications and these special provisions.
Grounding to existing water systems will not be permitted.
Grounding jumper shall be attached by a 3/16 inch or larger brass bolt in the signal standard or controller
pedestal and shall be run to the conduit, ground rod, or bonding wire in adjacent pull box. The grounding
jumper shall be visible after the cap has been poured on the foundation. All bonding wire shall be #6
solid.
10-2.11 SERVICE: Electrical service installation and materials shall conform to the provisions in
Section 86-2.11 “Service” of the Standard Specifications and these special provisions.
Contractor shall furnish and install a Type II-A service equipment enclosure as shown on Caltrans
Standard Plan ES-2B. The service enclosure shall be 120/240 volt AC with a 4-jaw meter socket, test
block, landing lug, lug neutral and solid neutral containing 100/3 main breaker, 30/2 lighting breaker, 40/1
signal breaker, 15/1 IISNS breaker. Cabinet of service enclosure shall be painted steel; paint color shall
be “Seafoam Green” unless otherwise directed by the engineer.
Continuous welding of exterior seams in service equipment enclosures is not required.
Page 9
The enclosure shall meet the requirements of PG&E and shall conform to Section 86-1.02 “Regulations
and Code” of the Standard Specifications. All overlapping and exterior seams and doors shall meet the
requirements for Type 3R enclosures specified in the NEMA Enclosure Standards.
All multiple pole circuit breakers shall be the internal trip type.
Contractor shall coordinate with PG&E for any necessary service connection. Any fees and costs
required by the utility company shall be paid by Contractor. Contractor shall contact all serving utilities
prior to performing any service work and shall do all work and furnish all materials necessary to conform
to the requirements of the utility companies.
Contractor shall install a conduit coupler on the service conduit approximately 3” above finish grade to
act as a breakaway point in case of knockdowns.
10-2.14C FUNCTIONAL TESTING: Testing shall conform to the provisions in Section 86-2.14
“Testing” of the Standard Specifications and these special provisions.
Where inductive loop detectors are installed in an area that is to be resurfaced with asphalt concrete, the
loop detector conductors shall be placed in slots cut in the existing pavement. The conductors shall be
installed/replaced as shown on the plans. Testing of detector loops shall conform to the requirements of
Section 86-2.14B “Field Testing” of the Standard Specifications.
A functional test shall be made in which it is demonstrated that each and every part of the system
functions as specified or intended herein prior to actual signal turn-on.
Field wiring and signal phases shall be tested by individual color display, phase by phase, prior to full
connection of all field wiring and system operation.
The functional test for each lighting system shall be not less than 14 days. If unsatisfactory
performance of the system develops, the conditions shall be corrected and the test shall be repeated
until 14 days of continuous satisfactory operation is obtained. The functional test shall not begin until the
entire installation is complete and in place, to include signal face alignment, in accordance with all
requirements of the plans, these special provisions, the Standard Plans, and the Standard Specifications,
to the satisfaction of the Engineer.
Contractor shall give five (5) days notice to the Engineer prior to any equipment turn-on. Contractor shall
insure that a qualified service representative and/or representative of the manufacturer(s) familiar with
the equipment installed shall be present at the time of turning on the equipment and shall remain at the
controller until it has been demonstrated that his/her portion of the control equipment functions as
intended in the plans, as required in the Specifications, and to the satisfaction of the Engineer. If an
authorized manufacturer’s representative of any portion of the control equipment is not available at the
time indicated by Contractor or fails to show that his equipment operates as intended, the functional test
will be discontinued and postponed until such time as the above stipulations can be met.
Tests shall start prior to 10:00 a.m. but shall not start on a Thursday, Friday, or on any second or first day
preceding a holiday.
A shutdown of the electrical system resulting from damage caused by public, traffic, or from a power
interruption or from unsatisfactory performance of City-furnished materials shall not constitute
discontinuance of the functional test.
Page 10
Upon successful completion of the 14-day field test, and throughout the remainder of the construction
period and during the guarantee period, the Contractor shall replace or repair defective parts or
equipment within 72 hours of being notified of such defective condition and provide such maintenance or
repair assistance to City as may be reasonably necessary.
10-3 CONTROLLER ASSEMBLIES
Controller assemblies shall conform to Section 86-3 “Controller Assemblies” of the Standard
Specification and these special provisions.
The controller shall be Naztec Model 980 ATC Traffic Controller or approved equal and shall have the
latest version NTCIP based Naztec intersection control software. The controller shall be equipped with
Ethernet and USB hardware. The controller shall be licensed with a Transit Signal Priority (TSP)
module.
System Communication
The contractor shall furnish to the City (2) Actelis ML684D Ethernet Switches, or approved equal,
for EACH TRAFFIC SIGNAL CABINET CONSTRUCTED OR MODIFIED .Each unit shall include (4)
10/100 Managed Ethernet Ports, (1) AC power supply, (1) DSL Octal cable, (2) 3' ethernet cables, power
supply, 8-RJ485 to open end, solid wire, 10'.
The ML684D switch shall support G.SHDSL.bis line encoding and decoding with signal processing
capabilities to extend the rate and reach of the transmitted signals in the presence of external
interference. Line rates per pair must be able to operate at a rate of up to 8.0 Mb/s symmetrical over
distances of up to 5200 feet on 22 AWG telephone grade copper wires.
Cabinet
The controller cabinet shall be a Type P “stretch” (62” height), TS-2 Type 1 cabinet wired for 8 vehicle
phases, 4 pedestrian phases, 4 overlaps, and 64 channels of detection, with detector test switches. The
cabinet shall be equipped with three mounting shelves, four (4) BIU cards/racks for detection, 32 two-
channel detectors, and two (2) BIU cards for input/output functions. The cabinet base shall have a
separate 3-inch conduit for signal interconnect cable. The cabinet shall have two dedicated auxiliary
power outlets separate from any GFI outlets.
The Malfunction Management Unit shall be Naztec TS2, 16 channel, with menu driven LCD display.
The Contractor shall construct the controller cabinet foundation, including furnishing and installing anchor
bolts, install the controller cabinet on said foundation, and shall make all field wiring connections to the
terminal blocks in the controller cabinet. The foundation shall be as specified in Section 10-2.03
Foundations. When installed on the foundation, the door of the cabinet shall face away from traffic so
that a technician servicing the cabinet is able to simultaneously observe the operation of the intersection.
Testing of traffic signal equipment, including controller units, fully-wired cabinets and auxiliary equipment
as specified in Section 86-3 will be performed by Alameda County at its Corporation Yard, 951 Turner
Court, Hayward, CA 94545. Prior arrangements for delivery shall be made by calling 510/670-5537. The
Contractor shall deliver the equipment to be tested to said Corporation Yard at his/her expense.
In the event that the traffic signal equipment submitted for testing does not comply with the
specifications, Contractor shall remove said equipment for repair or replacement within five working days
after notification that the equipment is rejected. In the event the equipment is not removed within five
days, it may be shipped to Contractor at his/her expense.
Page 11
When notified by the Engineer, Contractor shall pick up the controller and cabinet and haul same to the
site of work at his/her expense.
Modulated Signal Detection System: Detectors shall be furnished and installed at each signal mast arm
and shall be GTT Opticom Model 721 or approved equal, unless otherwise indicated on the plans. Lead-
in cable shall be Opticom model 138 or approved equal. The controller cabinet shall include Opticom
Model 762 phase selectors or discriminators or approved equal. The phase selectors or discriminators
shall be wired to provide emergency vehicle preemption for EVP phases as shown on the plans.
Installation shall conform with manufacturer’s guidelines. All EVP detection equipment shall be mounted
on the pole arm and set level by use of a conduit no longer than six inches. EVP detectors shall not be
blocked by signs or signal heads. A four conductor cable approved by the EVP manufacturer shall be
used.
10-4 TRAFFIC SIGNAL FACES AND FITTINGS:
Signal faces, signal heads, and auxiliary equipment, as shown on the plans, and the installation thereof,
shall conform to the provisions in Section 86-4 “Traffic Signal Faces and Fittings” of the Standard
Specifications and these special provisions.
Mast arm mounted signal faces shall be so mounted and oriented as to be visible to approaching traffic
1,000 feet in advance of the intersection. Only side-mount (MAS) heads shall be allowed.
Far-side right signal faces shall be mounted and adjusted to face the center of approaching traffic at the
limit line. Near-side right and far-side left signal faces shall be mounted and adjusted to face the center
of approaching traffic 200 feet in advance of the limit line. Location and orientation of signal faces shall
be approved by the Engineer prior to drilling of standards.
All vehicle signal heads shall be 12”. Visors shall be the full-circle type.
Signal heads shall be Caltrans approved and shall be metal and made for old Automatic Signal and
Econolite Signal “dog-ear” style visors. All signal head lenses shall be glass. The heads shall be
capable of reversible doors. Only non-gassing gaskets shall be used.
The lamp socket shall be bail mounted and double riveted in sockets. The signal heads shall be
electrostatically painted dark green; backplates and visors shall be electrostatically painted black. A 12”
signal head cell shall be 14” in length.
Red, green, and yellow signal indications shall be Type 1 LED and shall conform to the specification that
follows.
If applicable, Contractor shall arrange to have a signal technician qualified to program the Programmed
Visibility type signal heads present at the time the signal heads are installed.
Signal head framework shall be Caltrans approved. Thru-bolt assemblies shall have two washers (one
lockwasher and one bronze saddle washer) and one steel nut. Framework set screws shall be hex-head
steel bolts. Allen bolt or slot-head screws will not be allowed. Framework shall be electrostatically
painted dark green. Mast arm slipfitters and plumbizers shall be bronze. Top gland nut shall have one
rubber and steel washer installed inside the signal head.
Page 12
Terminal strips in pole-mounted signal terminal compartments shall be the 12-terminal barrier type with
2-#10 screws per terminal which will accommodate not less than three spade-type lugs on each screw.
The terminal compartment shall be bronze and the terminal strips shall be mounted on an aluminum
mounting pad. Assembly hardware shall be brass. Terminal compartment doors shall be flat with no
company logos.
When ordered as “parts,” assemblies shall come assembled in a box (1 framework per box) and marked
as to what it is and the location where it goes. (Information should be identifiable from intersection traffic
signal drawing.)
Pedestrian signals shall conform to Section 86-4.05 of the Standard Specification, shall be the metal
type, and shall be Type A.
Pedestrian signal message symbols shall be the international type as shown on State Standard Plan ES-
3B and shall be tempered glass. “Walk” and “Don’t Walk” sections shall be Type 2 LED conforming to
the specification that follows.
LIGHT EMITTING DIODE (LED) SIGNAL MODULES: The LED signal modules shall have
prominent and permanent directional marking(s), that have an “up arrow” for correct indexing and
orientation within the signal housing. The manufacturer’s name, trademark, serial number, and other
necessary identification shall be permanently marked on the back side of the LED signal module. A label
shall be placed on the LED signal module certifying compliance with this specification. The LED signal
module shall be a single, self-contained device, not requiring on-site assembly for installation into an
existing traffic signal housing.
The assembly and manufacturing process for the LED signal assembly shall be such as to assure all
internal LED and electronic components are adequately supported to withstand mechanical shock and
vibration from high winds and other sources.
All light emitting diode (LED) indications shall comply with the Institute of Transportation Engineers (ITE)
interim LED Purchase Specification Part 2 Standards for LED Signals, including color, intensity
candlepower distribution and beam spread, and the Caltrans LED Signal Procurement Specifications.
The manufacturer shall have previously supplied indications to other cities and shall supply a list of those
cities.
The installation of all indications shall require no physical modification of the existing fixture other than
the possible removal of the reflector, lens, or socket.
The number of LEDs per signal head shall be sufficient to achieve the intensity of Table 1 of ITE. Arrows
shall be 3 rows of LEDs on all parts of the arrow signal. Outline arrows are not permitted.
The operating voltage shall be between 92 and 135 VAC 60 Hz +/- 3 Hz. The operating temperature
shall be between -40 degrees F and +165 degrees F.
The LEDs shall be circuited in series/parallel so a failure of any single circuit or diode shall not result in
more than 1% reduction in total luminous intensity. Failure of an individual LED in a string shall not
cause the loss of more than 1 LED.
The enclosure shall conform to NEMA - 250 Section 4.7.2.0 and 4.7.3.2 for type 4 enclosure.
Page 13
All lenses shall be replaceable and withstand a 3-1/2 foot drop test. They are to be UV stabilized, a
minimum of 1/8 inch thick, free of bubbles and imperfections. Chromaticity, intensity, and distribution
shall be measured in accordance with ITE standards at 44 points, meeting specifications after a 60
minute warm-up.
Lead wires of 18 AWG (min.) and 105 degrees C insulation shall be a minimum of 36 inches long with
NEMA (spade) terminals for connection to existing terminal block.
Existing indication kit shall include all the necessary components to complete the LED conversion.
Included, but not limited to, is the lens, LEDs, circuit board, wire leads with strain relief, electronics, rigid
housing, installed neoprene one piece gasket to form a sealed housing, and shall use existing mounting
hardware. The electronics/power supply shall be integrated inside the module.
The lens shall be field replaceable and shall be smooth on the outside with no external facets. A
damaged lens shall not necessitate the replacement of the entire unit. The lens shall require no special
tools or sealant for field replacement.
Electrical components shall meet all applicable codes and specifications, including ITE.
Independent testing laboratory certificates to demonstrate complete ITE conformance are required.
Certifications shall be submitted with the LEDs. Failure to submit certification shall be grounds for
rejection of the LEDs.
The light output shall be within an approved wavelength (nanometers) range for red, green, amber, Polar
white, and Portland orange LEDs. The lens may be tinted or colored as long as the chromaticity of the
lens matches that of the LEDs and the luminous intensity still conforms to ITE Table 1.
Control circuitry shall prevent current flow through the LEDs in the off state to avoid false indication in
daylight and evening hours.
Light intensity shall not vary (nor flicker) by more than 10% from nominal voltage (117 VAC) over the
allowable operating range.
Operating current measured across each LED shall not exceed an average of 20 milliamps (ma).
All LEDs shall be *Al In GaP* technology or equal for red, amber and Portland orange, and *In GaN*
technology or equal for green, rated for 100,000 hours or more (@ 25 degrees C and 10 ma).
Transient voltage suppression of 1000 volts conforming to NEMA TS-2 Section 2.1.B.
The indication shall have a true power factor of 0.90 or higher and total harmonic distortion of 20% or
less.
The LED signal modules tested or submitted for testing shall be representative of typical average
production units. All optical testing shall be performed with the module mounted in a standard traffic
signal section but without a visor or hood attached to the signal section.
Maximum nominal initial power requirements for LED signal modules shall be 12 watts for a 12 inch ball,
and 10 watts for a 12 inch arrow at 25 degrees C.
The LEDs must be soldered to a circuit board.
Page 14
Quality assurance shall comply with Section 6 of the ITE Interim Purchase Specification Part 2.
Pedestrian Modules: Pedestrian modules shall be the countdown type unless otherwise noted. All
pedestrian modules are to be replaced with countdown type if any signal equipment is modified.
Pedestrian and countdown LED traffic signal modules shall be designed as a retrofit replacement for the
message bearing surface of a nominal 16” × 18” pedestrian and countdown traffic signal housing built to
the PTCSI Standard. The message-bearing surface of the module shall be supplied with an overlapping,
full “HAND” and “MAN” symbol, that comply with PTCSI standard for these symbols for a message-
bearing surface of the size specified. The numbers 00 to 99 on the numerical display shall have 2 rows
of LEDs and a minimum height of 7 inches.
LED pedestrian and countdown signal modules shall be designed as retrofit replacements for the existing
pedestrian signals.
LED pedestrian and countdown signal modules shall not require special tools for installation.
LED pedestrian and countdown signal modules shall fit into the existing traffic housings built to the
VTCSH Standard without any modification to the housing.
LED pedestrian and countdown signal modules shall be weather tight, fit securely in the housing and
shall connect directly to existing electrical wiring.
Installation of a replacement LED module into the existing pedestrian housing shall only require the
removal of the existing optical unit components, i.e., lens, lamp, gaskets, and reflector.
The lens of the LED pedestrian and countdown signal modules shall be polycarbonate UV stabilized and
a minimum of ¼” thick.
The exterior of the lens of the LED pedestrian and countdown signal module shall be smooth and frosted
to prevent sun phantom.
The LED pedestrian and countdown signal module shall be a single, self-contained device, not requiring
on-site assembly for installation into the existing traffic signal housing and include an installed gasket.
All Portland Orange LEDs shall be “AlInGaP” technology or equal, and rated for 100,000 hours or more
at 25ºC and 20 mA. White LEDs must be InGaN technology.
All internal LED and electronic components shall be adequately supported to withstand mechanical
shock and vibration from high winds and other sources.
The signal module shall be made of UL94VO flame-retardant materials. The lens is excluded from this
requirement.
The lens of the LED pedestrian and countdown signal modules shall be polycarbonate UV stabilized.
The exterior of the lens of the LED pedestrian and countdown signal module shall be uniform and frosted
to reduce sun phantom effect.
Each individual LED traffic module shall be identified for warranty purposes with the manufacturer’s trade
name, serial number and operating characteristics, i.e., rated voltage, power consumption, and volt-
ampere.
The LED pedestrian and countdown signal modules shall be rated for use in the ambient operating
temperature range of -40ºC to +60ºC (-40ºF to +140ºF).
The LED pedestrian and countdown signal modules, when properly installed with gasket, shall be
protected against dust and moisture intrusion per requirements of NEMA Standard 250-1991, sections
4.7.2.1 and 4.7.3.2, for type 4 enclosures to protect all internal LED, electronic, and electrical
components.
Pedestrian and countdown LED signal modules shall be designed to operate over the specified ambient
temperature and voltage range, attract the attention of, and be readable by, a viewer (both day and
night) at all distances from 3 m to the full width of the area to be crossed.
Page 15
The luminous intensity of the LED pedestrian and countdown signal module shall not vary more than ±
10 % for voltage range of 80 VAC to 135 VAC.
The measured chromaticity coordinates of the LED signal modules shall conform to the chromaticity
requirements as follows:
“Hand” shall be Portland orange.
not greater than 0.390, nor less than 0.331, nor less than 0.997 – x.
Walking person shall be lunar white.
x: not less than 0.290, nor greater than 0.330
y: not less than 1.5x – 0.175, nor greater than 1.5x – 0.130
The secured, color coded, 914 mm (36 in) long, 600V, 20 AWG minimum, jacketed wires, conforming to
the National Electrical Code, rated for service at +105ºC, are to be provided for electrical connection.
The LED pedestrian and countdown signal module shall operate from a 60 ±3 Hz AC line over a voltage
range of 80 VAC to 135 VAC. Rated voltage for all measurements shall be 120 ±3 volts rms.
The LED circuitry shall prevent perceptible flicker over the voltage range specified above.
The LED pedestrian and countdown signal module circuitry shall include voltage surge protection against
high-repetition noise transients and low-repetition noise transients as stated in Section 2.1.6, NEMA
Standard TS-2, 1992.
Catastrophic failure of one LED light source shall not result in the loss of more than the light from that
one LED.
The LED pedestrian and countdown module shall be operationally compatible with the currently used
controller assemblies. The LED pedestrian and countdown module shall be operationally compatible
with conflict monitors.
The LED pedestrian and countdown module including its circuitry must meet Federal Communications
Commission (FCC) Title 47, Subpart B, Section 15 regulations concerning the emission of noise.
The LED pedestrian and countdown module shall provide a power factor of .90 or greater over the
operating voltage range and temperature range specified above for modules with 6 watts or more.
Total harmonic distortion (current and voltage) induced into an AC power line by an LED pedestrian and
countdown module shall not exceed 20% over the operating voltage range and temperature range
specified above.
The control and regulation module shall be of the “smart” type in order for the countdown displays to be
automatically adjusted with the programmed intervals of the traffic controller.
The module shall operate in two different modes:
Full Cycle Countdown Mode – The module will start counting when the walk signal is energized. It will
countdown the full walk and flashing clearance signal to reach “0” and turn off when the steady “Don’t
Walk” signal turns on.
Clearance Cycle Countdown Mode – The module will start counting when the flashing clearance signal
turns on and will countdown to “0” and turn off when the steady “Don’t Walk” signal turns on.
Note: The units will be set on the clearance cycle countdown mode at the factory unless specified
otherwise at the time of order by the customer. The units can be changed easily to either mode by a
“jumper wire” on the back of the unit.
Page 16
The equipment must maintain a consistent countdown during short power failures (<1 second). A longer
failure or an absence of signal superior to one (1) second must turn off display and trigger a restart
system remembering the last sequence, as it is done for the NEMA traffic controller.
LED pedestrian and countdown modules shall be manufactured in accordance with a Vendor quality
assurance (QA) program including both design and production quality assurance. All QA process and
test result documentation shall be kept on file for a minimum of seven years.
The unit shall be repaired or replaced by the contractor if it exhibits a failure due to workmanship or
material defect within the first 60 months of delivery.
The unit shall be repaired or replaced if the intensity level falls below 50% of the original values within 60
months of delivery.
Defective units shall be picked up from and replaced at Alameda County Public Works, 951 Turner
Court, Hayward, CA 94545, within five working days of notification.
10-5 VEHICLE DETECTORS
10-5.01 VEHICLE DETECTORS. Loop detectors, sensor units, and asphaltic concrete sealant for
inductive detector loop installation shall conform to the provisions in Section 86-5.01 “Vehicle Detectors”
of the Standard Specifications and these special provisions.
Loop wire shall be Type 1 and loop detector lead-in cable shall be Type B.
The number of inductive loop detectors and lead-in cables required to achieve the specified vehicle
detection shall be installed.
Output relays, if used, shall be normally closed.
Sensor units shall be Type A. (Detector Systems sensor units or approved equal.) The last sentence in
the first paragraph of Section 86-5.01A(3) “Sensor Unit Construction” of the Standard Specifications is
amended to read “Each connector shall be provided with a threaded shell.”
A maximum of 4 conductors shall be installed in any one sawed slot.
The Contractor shall not saw any slots for loops until the Engineer has approved the Contractor’s
detailed drawing showing all saw slot routings and pull box locations. Only approved saw slot routings
shall be installed.
Detector loop installation shall commence after all roadway repair work has been completed. On new
pavements, detector loop saw cutting, installation, and testing shall occur prior to installation of final
roadway surfacing.
Orientation of the loop detector sensor unit shall have no effect on the operation of the unit.
In addition to the installation notes, details, and tests indicated on Sheets ES-5A and ES-5B of the
Standard Plans, the following shall apply:
Page 17
Stopbar loops shall be modified Type D loops with a circular shape. All other vehicle loops shall be
Circular Type E loops 6’x6’ loops. The spacing of the loops shall be 10’. The sides of the slot shall be
vertical, and the minimum radius of the slot entering and leaving the circular part of the loop shall be 1-
1/2 inches. Slot width shall be a maximum of ¾ inch. Loop wire for circular loops shall be Type 1. Slots
of circular loops shall be filled with asphaltic emulsion type sealant.
No splices are permitted in detector lead-in cables.
The number of turns in detector loops shall conform to the detector manufacturer’s recommendations.
Where two or more individual loops are to be connected to the same sensor unit, they shall be connected
in accordance with the sensor manufacturer’s recommendations, and to the satisfaction of the Engineer
for required loop sensitivity.
Loop lead-in cable from the first pull box to the controller cabinet shall be tagged with the identity of all
conductor loops connected to the circuit.
Conductors buried in pavement may be installed ONLY in the presence of the Engineer.
The Contractor shall install conductor loop wires and place the required sealant on the same day that
saw slots to the nearest pull box and holes are cut in the road surface for these installations.
The Contractor shall insure compatibility of each inductive loop sensor and its associated loop lead-ins
and loops and shall insure and prove to the satisfaction of the Engineer that the combined system will
provide consistent and stable operation and be unaffected by input voltage variations of plus or minus
10%, common electric and magnetic disturbances, flooding of cable with water, and normal range of
temperature, humidity, and other weather and climatic conditions. Any deviation from insuring such
compatibility shall be approved by the Engineer prior to installation.
In lieu of the requirement in the fourth paragraph of Section 86-5.01A(5), “Installation Details” of the
Standard Specification, slots in asphalt concrete pavement shall be filled as follows:
After conductors are installed in the slots cut in the pavement, paint binder shall be applied to all vertical
surfaces of slots in accordance with the provisions of Section 94 “Asphaltic Emulsions” of the Standard
Specifications. The slots shall then be filled with asphaltic sealant as approved by the Engineer.
Temperature of sealant material during installation shall be above 70° F. Air temperature during
installation shall be above 50° F. Sealant placed in the slots shall be compacted by use of an 8-inch
diameter by 1/8 inch thick plastic hand roller or other tool approved by the Engineer. Compacted sealant
shall be flush with the pavement surface. Minimum conductor coverage shall be 5/8 inch / 16 millimeter.
Excess sealant remaining after rolling shall not be reused. Traffic may be released immediately over
compacted material.
Slots in portland cement concrete pavement shall be filled with epoxy sealant or hot melt rubberized
asphalt sealant.
If the Engineer approves, Contractor may place the conductor loops and sealant prior to testing and prior
to field installation of the controller cabinet.
DLC landing order shall be phase 1,5,2,6,3,7,4,8.
Page 18
If new DLCs are added to the signal, the contractor shall be responsible for doing everything and
furnishing all equipment necessary for the operation of the new DLCs.
10-5.02 BICYCLE DETECTOR LOOPS
Bicycle detector loops shall conform to the provisions in Section 86,"Electrical Systems”, Sub Section 86-
5, “Detectors” of the Standard Specifications and these special provisions.
Bicycle detector loops shall adhere to Caltrans Standard Plan ES-5A, and Caltrans Revised Standard
Plans ES-5B, ES-5C, and ES-5D.
Bicycle detector loops shall be Type D loops modified to be 4’x4’. The sides of the slot shall be vertical,
and the minimum radius of the slot entering and leaving the circular part of the loop shall be 1-1/2 inches.
Slot width shall be a maximum of ¾ inch.
Loop wire must be Type 2.
Loop detector lead-in cable must be Type B.
Slots must be filled with elastomeric sealant or hot-melt rubberized asphalt sealant.
All new bicycle detection loops shall be installed one foot behind the limit line. Engineer shall approve the
location of the bicycle detection loops prior to sawing the detector slots.
The depth of the loop sealant above the top of the uppermost loop wire in the sawed slots must be 2
inches, minimum.
Add section 86-5.01A(6) Measurement and Payment:
Furnish and Install Bicycle Detector Loop is a Unit Price Item to be measured and paid by each detector
loop installed. The unit price of Bicycle Detector Loop shall include full compensation to furnish all labor,
materials, tools, equipment, and incidentals required to install detector loops, complete in place for
properly functioning system, in accordance with the Plans, Specifications and Standard Details. The
work includes, but is not limited to, testing, splicing, saw cutting, sealant, sensor unit card, traffic signal
controller programming, and appurtenances damaged during construction.
Furnish and Install Detector Loop Lead-In Cable is a Unit Price Item to be measured and paid by the
linear feet of detector loop lead-in cable installed. The unit price of Detector Loop Lead-In Cable shall
include full compensation to furnish all labor, materials, tools, equipment, and incidentals required to
install loop lead-in cables, complete in place for properly functioning system, in accordance with the
Plans, Specifications and Standard Details.
PREFORMED LOOPS
In instances where decorative or concrete paving is used, and/or if approved in advance by the Engineer,
preformed loops conforming to the Standard Specifications may be used in lieu of the standard Type E
circular loops. Preformed loops shall be 6-foot-square unless otherwise shown. The loop shall consist of
four turns of No. 16 or larger wire with Type THWN or THHN insulation. The loop wires shall be encased
in 3/8 inch minimum size Schedule 40 or Schedule 80 PVC or polypropylene conduit. The conduit shall
be sealed to prevent the entrance of water and the movement of wires within the conduit.
Page 19
The loop wires from the preformed loop to the adjacent pull box shall be twisted together into a pair (at
least 2 turns per foot) and encased in Schedule 40 or Schedule 80 PVC or polypropylene conduit
between the preformed loop and the adjacent pull box or detector handhole. The lead-in conduit shall be
sealed to prevent the entrance of water at the pull box or handhole end.
In new roadways, the preformed loops and lead-in conduits shall be placed in the base course, with top
of conduit flush with the top of base, and then covered with the asphalt concrete or portland cement
concrete pavement. Preformed loops and lead-in conduits shall be protected from damage prior to and
during pavement placement.
In existing pavement, preformed loop installation shall conform to the following:
The preformed loops and lead-in conduits shall be placed in slots, 1-1/4 inch minimum width, cut into the
existing pavement. The top of the conduit shall be 2 inches, minimum, below the top of pavement.
Slots in asphalt concrete pavement shall be filled with elastomeric sealant or hot-melt rubberized asphalt
sealant.
Slots in asphalt concrete pavement shall be filled with asphaltic concrete sealant as follows:
After conductors are installed in the slots cut in the pavement, paint binder shall be applied to all vertical
surfaces of slots in accordance with the provisions in Section 39-4.02 “Prime Coat and Paint Binder” of
the Standard Specifications.
Temperature of sealant material during installation shall be above 70° F. Air temperature during
installation shall be above 50° F. Sealant placed in the slots shall be compacted by use of an 8-inch
diameter by 1/8 inch thick plastic hand roller or other tool approved by the Engineer. Compacted sealant
shall be flush with the pavement surface. Minimum conductor coverage shall be 5/8 inch / 16 millimeter.
Excess sealant remaining after rolling shall not be reused. Traffic may be released immediately over
compacted material.
Slots in portland cement concrete pavement shall be filled with epoxy sealant or hot melt rubberized
asphalt sealant.
10-5.03 MOTION AND PRESENCE SENSOR: Sensors shall be “MS Sedco Intersector” or
approved equal. Sensor shall be capable of tracking multiple moving and stationary vehicles and update
20 times per second. Sensor shall have five selectable radar channels: 24.075, 24.100, 24.125, 24.150,
and 24.175 GHz. Sensor must use Power over Ethernet (PoE) as power source. Runs of the PoE cable
longer than 300’ will require a repeater.
10-5.04 PEDESTRIAN PUSH BUTTONS: Pedestrian push buttons shall conform to the provisions in
Section 86-5.02 “Pedestrian Push Buttons” of the Standard Specifications and these special provisions.
Pedestrian push button housings shall be metal, one-piece non-adjustable Type B. Assembly hardware
shall be stainless steel. Button shall be ADA style Polara Bulldog model BDL3-G or approved equal with
momentary LED and audible chrip, stainless steel button, green housing, and the City of Dublin logo.
Requests for use of an approved equal shall be submitted, in writing, to the Engineer prior to ordering
and shall have all technical specifications and catalog “cut sheets” attached as an appendix. A list of
locations where the requested hardware has been previously installed shall accompany the written
request. In addition, a sample of the hardware shall be supplied to the City for inspection and approval.
Page 20
The push button shall be raised from or flush with the housing and shall be a minimum of 2 inches in
diameter in the smallest dimension.
The switching unit shall have a stainless steel, aluminum, or structural plastic operator and shall be
mounted within the housing with a stainless steel, non-corrosive tamperproof fastening device.
The actuator shall be conical in shape with the cone extending 7/16” to ½” above the bezel of the switch
housing.
The switch shall have an operating force of 9 to 13 ounces and a minimum release force of 4 ounces.
Pretravel shall be 1/64” minimum. Overtravel shall be 7/32” minimum, differential travel shall be 0.0004
to 0.002 inches.
Pedestrian push button signs shall be as noted on the construction plans and shall be supplied by the
City of Dublin for installation by the Contractor. Mounting height for pedestrian pushbuttons is 30” from
curb level at corners or crosswalk grade for medians.
10-6 LIGHTING
10-6.01 LUMINAIRES:
Luminaires shall be Leotek Green Cobra Street Lights with Type 3 light distribution
Pole numbers for safety lighting shall be obtained from PG&E and shall be installed by the Contractor in
accordance with PG&E requirements for number size, height, and orientation.
Lighting shall operate from a mercury contactor, with test switch, located inside the traffic signal cabinet
and a photoelectric control unit receptacle on the top of the Type 15 pole nearest to the traffic signal
cabinet unless otherwise specified on the plans
10-6.02 PHOTOELECTRIC CONTROLS:
Photoelectric controls shall conform to the provisions in Section 86-6.11”Photoelectric Controls” of the
Standard Specifications and these special provisions.
Photoelectric controls shall be Type IV and shall be oriented to point north.
A raintight shorting cap shall be provided.
10-6.065 EDGE-LIT LED STREET NAME SIGNS:
A. Edge-Lit LED street name signs (SNS) shall conform to Section 86-6.065 "Internally Illuminated
Street Name Signs" of the Caltrans Standard Specifications. Bullet item 5 in Section 86-6.065
shall be amended to say “Signs shall be the LED Type”.
B. Edge-Lit LED SNS installed on signal mast arms shall be the LED type per the Project Plans and
these Specifications.
Page 21
C. Edge-Lit LED SNS shall operate maintenance-free for over 50,000 hours, with no bulbs or ballasts
to replace.
D. The technology consists of LEDs mounted along the top and bottom edge of the sign, concealed in
the frame. The Edge-Lit sign shall use high-flux LEDs.
E. Edge-Lit light shall be emitted vertically from the top and bottom through a clear acrylic sheet and
refracted outwards horizontally through the sign legend.
F. Edge-Lit technology shall allow for an ultra-slim, unobtrusive frame that can be mounted in any
arrangement. Edge-Lit SNS shall be mounted on the signal mast arm unless otherwise noted.
Edge-Lit SNS shall be double sided signs installed using an underhang mounting per the
manufacturer’s specifications.
G. Edge-Lit LED SNS shall utilize the same PEU as the intersection safety lighting. The SNS shall
not have individual photoelectric controls.
H. Edge-Lit LED SNS shall be White on a standard MUTCD Color 1177 (Green) background with City
of Dublin shamrock logo. All SNS lettering shall be the Series E standard lettering.
I. The Edge-Lit LED SNS shall be the Temple Edge-Lit LED SNS Model 409 or approved equal.
J. The City Traffic Engineer shall approve the wording to be used on the signs prior to ordering
equipment.
K. Sign brackets shall be the swivel type allowing movement in all directions.
ROADWAY LIGHTING: (See Separate Roadway Lighting Specification)
10-7 REMOVING, REINSTALLING, AND SALVAGING ELECTRICAL EQUIPMENT
Removing, reinstalling, or salvaging electrical equipment shall conform to the provisions of Section 86-7
“Removing, Reinstalling, and Salvaging Electrical Equipment” of the Standard Specifications.
At the discretion of the Engineer, existing cables and/or conductors shown on the plans to be removed
and not reused or salvaged shall become the property of the Contractor and shall be removed from the
roadway right of way in accordance with the provisions in Section 7-1.13, “Disposal of Materials Outside
the Highway Right of Way” except that written permission from the Engineer for disposal of material will
not be required.
Salvaged equipment (cabinets, standards, mast arms, signal heads, luminaires, etc.) shall be hauled to
the Alameda County Corporation Yard located at 951 Turner Court, Hayward, CA 94545, and stockpiled.
Prior to delivery of salvaged material, Contractor shall arrange a delivery time by calling 510/670-5537.
The Contractor shall provide equipment as necessary to safely unload and stockpile the material. A
minimum of two working days’ notice shall be provided prior to delivery.
Salvaged equipment shall be labeled as to location of prior installation, equipment type and model.
Salvaged mast arms and poles shall be identified with matching information.
10-8 PAYMENT: Payment for traffic signals and roadway lighting shall be in accordance with
Section 86-8 ”Payment” of the Standard Specifications and these special provisions. Work performed
Page 22
under these construction documents at the price bid shall constitute a complete and fully operational
installation, and no additional compensation shall be provided therefor.
10-9 UNINTERRUPTIBLE POWER SYSTEM (BATTERY BACK-UP):
A battery back-up system (BBS) is required on all new cabinet installations and for retrofits or
modifications where noted on the Plans.
The BBS shall include, but not be limited to, the following: inverter/charger, power transfer relay,
batteries, a separate manually operated non-electronic bypass switch, and all necessary hardware and
interconnect wiring. The BBS shall provide reliable emergency power to a traffic signal in the event of a
power failure or interruption.
The BBS shall be designed for outdoor applications, in accordance with the Caltrans Transportation
Electrical Equipment Specifications (TEES) dated November 19, 1999, Chapter 1, Section 8
requirements.
The BBS shall be Alpha FXM 1100 UPS Module or approved equal.
Operation
The BBS shall be capable of providing power for full run-time operation for an “LED-only” intersection or
flashing mode operation for an intersection using red LED’s. The minimum run time for full operation
shall be two (2) hours. The minimum run time for flashing operation shall be six (6) hours. It is the
responsibility of the BBS supplier to review the load for the specific intersection and supply the BBS
accordingly. Any available knowledge of future intersection expansion shall be considered when
determining the electrical load. Any anomalies shall be brought to the attention of the City prior to
delivery and installation of the BBS.
Minimum active output capacity shall be 700W/1000VA, with 80% minimum inverter efficiency.
The maximum transfer time from loss of utility power to switchover to battery backed inverter power shall
be 150 milliseconds.
The BBS shall provide the user with 3 sets of normally open (NO) and normally closed (NC) single-pole
double throw (SPDT) relay contact closures, available on a panel-mounted terminal block, rated at a
minimum 120V/1A, and labeled so as to identify each contact. A separate LED indicator light shall be
provided for each relay to indicate which relay is energized.
The first set of NO and NC contact closures shall be energized whenever the unit switches to battery
power. Contact shall be labeled “On Batt.”
The second set of NO and NC contact closures shall be energized whenever the batter approaches
approximately 40% of remaining useful capacity. Contact shall be labeled or marked “Low Batt.”
The third set of NO and NC contact closures shall be energized two hours after the unit switches to
battery power. Contact shall be labeled or marked “Timer.”
Operating temperature for both the inverter/power transfer relay and manual bypass switch shall be -37°
C to +74° C.
Page 23
Both the power transfer relay (with LED indicator) and manual bypass switch shall be rated at
240VAC/30 amps minimum.
The BBS shall use a temperature compensated battery charging system. The charging system shall
compensate over a range of 2.5 – 40 mV/°C per cell.
The temperature sensor shall be external to the inverter/charger unit. The temperature sensor shall
come with 2 meters (6’6”) of wire.
Batteries shall not be recharged when battery temperature exceeds 50°C ± 3°C.
BBS shall bypass the utility line power whenever the utility line voltage is outside of the following voltage
range: 100VAC to 130VAC (± 2VAC).
When utilizing battery power, the BBS output voltage shall be between 110 VAC and 125 VAC, pure sine
wave output, ≤ 3% THD, 60Hz ±3Hz.
BBS shall be compatible with a Type P, P “stretch,” or R cabinet and Model 2070 “lite” controller or 980
ATC controller and cabinet components for full-time or flashing operation as shown on the Plans.
When the utility line power has been restored at above 105 VAC ±2 VAC for more than 30 seconds, the
BBS shall drop out of battery backup mode and return to utility line mode. NOTE: When used in flashing
mode, the controller shall RESTART upon termination of battery operation.
BBS shall be equipped to prevent a malfunction feedback to the cabinet or from feeding back to the utility
service.
In the event of inverter/charger failure, battery failure, or complete battery discharge, the power transfer
relay shall revert to the NC state, where utility line power is reconnected to the cabinet.
Recharge time for battery from “protective low cutoff” to 80% or more of full battery charge capacity, shall
not exceed twenty (20) hours.
Mounting/Configuration
The BBS and batteries shall be housed in Alpha SE48-1616 Enclosure affixed to the side of the
controller cabinet opposite the service enclosure. All hardware and accessories needed for a complete
and functional installation, including but not limited to, bolts, conduits, bushings, gaskets, and shelves,
shall be included and installed. The external cabinet shall conform to TEES Chapter 7, Section 2
Housings for construction and finish of the cabinet and shall be mounted with a minimum of 8 bolts.
Batteries shall be mounted on individual shelves with a minimum clearance of 304.8 mm (12”) between
shelves. Each shelf shall be capable of supporting 57 kg (125 lbs).
The dimensions of the external BBS cabinet shall be compatible with the controller cabinet.
The external BBS cabinet shall be ventilated through the use of louvered vents (2), filters, and one
thermostatically controlled fan as per TEES Chapter 7 Section 2 Housings.
External BBS cabinet fan shall be AC operated from the same line output of the Manual Bypass Switch
that supplies power to the controller cabinet.
Page 24
The external BBS cabinet shall have a door opening to the entire cabinet. The door shall be attached to
the cabinet through the use of a continuous stainless steel or aluminum piano hinge. The door shall use
a padlock clasp in order to lock the door.
Maintenance, Displays, Controls, and Diagnostics
The BBS shall include a display and/or meter to indicate current battery charge status and conditions.
The BBS shall have lightning surge protection compliant with IEEE/ANSI C.62.41.
The BBS shall be equipped with an integral system to prevent battery from destructive discharge and
overcharge.
The BBS and batteries shall be easily replaced with all needed hardware and shall not require any
special tools for installation.
The BBS shall include a resettable front panel event counter display to indicate the number of times the
BBS was activated and a front panel hour meter to display the total number of hours the unit has
operated on battery power.
Manufacturer shall include two (2) sets of equipment lists, operation and maintenance manuals, and
board-level schematic and wiring diagrams of the BBS, and the battery data sheets. Manual shall
conform to TEES 1999 Chapter 1 Section 1.2.4.2.
Battery System
Individual batteries shall be 12V type, 65 amp-hour maximum, and shall be easily replaced and
commercially available off the shelf.
Batteries used for the BBS shall consist of 4 batteries with a cumulative minimum rated capacity of 320
amp-hours.
Batteries shall be deep-cycle, sealed prismatic lead-calcium based AGM/VRLA (Absorbed Glass
Mat/Valve Regulated Lead Acid).
Batteries shall be certified by the manufacturer to operate over a temperature range of -25°C to +74°C.
The batteries shall be provided with appropriate interconnect wiring and corrosion resistant mounting
trays and/or brackets appropriate for the cabinet into which they will be installed.
Batteries shall indicate maximum recharge data and recharging cycles.
Battery interconnect wiring shall be via modular harness. Batteries shall be shipped with positive and
negative terminals pre-wired with red and black cabling that terminates into a typical power-pole style
connector. Harness shall be equipped with mating power-pole style connectors for batteries and a
single, insulated plug-in style connection to inverter/charger unit. Harness shall allow batteries to be
quickly and easily connected in any order and shall be keyed and wired to ensure proper polarity and
circuit configuration.
Battery terminals shall be covered and insulated so as to prevent accidental shorting.
Page 25
Batteries shall be AlphaCell 195 GXL or approved equal.
Warranty
Manufacturers shall be provide a minimum four (4) year factory-repair warranty for parts and labor on the
BBS from date of acceptance by the City. Batteries shall be warranted for full replacement for two (4)
years from date of purchase. Manufacturer or vendor shall pick up defective parts or units from the
Alameda County Signal Shop at 951 Turner Court, Hayward CA 94545, and shall deliver replacement
parts or units to the same address at no additional charge.
10-10 COLOR IP-CAMERA
Cameras shall be “IVC PTZ-HD30-03” model or approved equal and must be compatible with City’s
existing IVC Relay Server software.
The camera must have 18x motor-driven optical zoom and a 4x digital multiplier providing 72x total
zoom. It must support dual streaming and full 720p resolution High Definition video at 30 frames per
second.
The camera must be housed in a weatherproof enclosure rated IP66 and include a Power over Ethernet
(PoE) injector. Runs of the PoE cable longer than 300’ will require a repeater.
Page 26
1 Delivery Method: Accomplished remotely or on-site.
2 Subject to local parts logistics cutoff times. For EMEA, delivery targets are: Sev 1: 24x7x6; Sev 2: NBD.
3 Performance Period: Local Business Hours, Monday – Friday.
Deliverable Remote Weekday Basic Standard Premium
On-Site Target Response Customer NBD
Severity 1
24/7, Within 4 Hours
Severity 2Same Day, During Local Business Hours
Severity 3 & 4
NBD
Severity 1
24/7, Within 2 Hours
Severity 2
24/7, Within 8 Hours
Severity 3 & 4
NBD
Replacement Parts Delivery Target NBD NBD
Severity 1
24/7, Within 4 hours
(EMEA 24x7x6)
Severity 2
Same Day, Business Hours2
(EMEA NBD)
Severity 3 & 4
NBD
Severity 1
24/7, Within 4 hours
(EMEA 24x7x6)
Severity 2
24/7, Within 8 Hours
(EMEA NBD)
Severity 3 & 4
NBD
Corrective Maintenance Customer Local Business
Hours Local Business Hours 24/7
Online Support Tools Included Included Included Included
Global Technical Support Local Business
Hours
Local Business
Hours 24/7 24/7
Disk or Media Replacement Customer NBD3 NBD3 NBD3
Preventative Maintenance Customer Local Business
Hours Local Business Hours 24/7
Hi-Track Remote Monitoring Included Included Included Included
Priority Support –––Included
Microcode/Firmware Updates Customer Local Business
Hours: Remote
Local Business Hours:
Remote 24/7: On-site1
Disk Retention Option (DRO) *Available Available Available Available
The tables below contain support services details of coverage under a Hitachi Vantara warranty and maintenance service agreement.
These tables and all other terms set out below are subject to change at any time. To view Hitachi Vantara Legal Terms and Conditions,
please visit: https://www.Hitachi Vantara.com/corporate/legal/.
Hardware Support Services Terms
Hitachi Vantara Support Services
Service Descriptions & Deliverables
Active Hitachi Vantara Hardware Products
Product Name/Family Warranty Service Warranty Period Additional Options
AMS 2000 Hitachi Adaptable Modular Storage 2000
family: AMS 2100 | AMS 2300 | AMS 2500 Weekday Basic 12 Months | 1 Year Standard, Premium
COMPUTE BLADE (CB) Hitachi Compute Blade
CB500, CB2500 Remote *36 Months | 3 Years Weekday Basic,
Standard, Premium
COMPUTE RACK (CR) Hitachi Compute Rack 210H,
220H, 220S Remote *12 Months | 1 Year Weekday Basic,
Standard, Premium
HCP Hitachi Content Platform Remote *36 Months | 3 Years Weekday Basic,
Standard, Premium
HCP Hitachi Content Platform Anywhere Remote *36 Months | 3 Years Weekday Basic,
Standard, Premium
HDI Hitachi Data Ingestor (Hardware Appliance)Remote *36 Months | 3 Years Weekday Basic,
Standard, Premium
HDI REMOTE SERVER Hitachi Data Ingestor Remote
Server or HDI Remote Server
Remote
(Return to Factory
Warranty Only)
36 Months | 3 Years
60 Months | 5 Years N/A
HFS A220, A250, A270 Hitachi Flash Storage
A220, A250, A270 Remote *36 Months | 3 Years Weekday Basic,
Standard, Premium
HNAS Hitachi NAS Platform Weekday Basic 36 Months | 3 Years Standard, Premium
HPP Hitachi Protection Platform Weekday Basic 36 Months | 3 Years Standard
HUS File Hitachi Unified Storage (file option)
HUS 110 | HUS 130 | HUS 150 Remote *36 Months | 3 Years Weekday Basic,
Standard, Premium
HUS Hitachi Unified Storage
HUS 110 | HUS 130 | HUS 150 Remote *36 Months | 3 Years Weekday Basic,
Standard, Premium
HUS VM Hitachi Unified Storage VM Weekday Basic 36 Months | 3 Years Standard, Premium
SERVER FOR SOLUTIONS Multi-Node T412S-2U Remote *12 Months | 1 Year Weekday Basic,
Standard, Premium
SERVER FOR SOLUTIONS Single-Node D51B-2U Remote *36 Months | 3 Years Weekday Basic,
Standard, Premium
HVP Hitachi Visualization Platform Remote *36 Months | 3 Years Weekday Basic,
Standard, Premium
VMP Data Center Solution Remote *36 Months | 3 Years Weekday Basic,
Standard, Premium
Video Server 2U Remote *36 Months | 3 Years Weekday Basic,
Standard, Premium
HVP Hitachi Visualization Platform Gateways **Remote *36 Months | 3 Years Standard
HVP Hitachi Visualization Platform Cameras and Pods **Remote *12 Months | 1 Year Standard
Lumada IoT Appliance Remote *36 Months | 3 Years Weekday Basic,
Standard, Premium
VSP Hitachi Virtual Storage Platform Standard 36 Months | 3 Years Premium
VSP F400, F600, F800 Hitachi Virtual Storage
Platform F400, F600, F800 Return to Factory *36 Months | 3 Years Standard, Premium
VSP F1500 Hitachi Virtual Storage Platform F1500 Return to Factory *36 Months | 3 Years Standard, Premium
2
Product Name/Family Warranty Service Warranty Period Additional Options
VSP G200, VSP G400, VSP G600, VSP G800
Hitachi Virtual Storage Platform G200, G400,
G600, G800
Remote *36 Months | 3 Years Weekday Basic,
Standard, Premium
VSP G1000/G1500 Hitachi Virtual Storage
Platform G1000/G1500 Standard 36 Months | 3 Years Premium
CONVERGED SOLUTIONS Various: Hitachi
Unified Compute Platform, Hitachi Content Archive
Platform, Hitachi Data Ingestor and so forth.
• Warranty Maintenance and Support provided via solution-embedded components.
• Aligned or layered to the highest service level and conterminous duration.
Hi-Track Monitoring and Installation is available for all Hitachi Vantara hardware products except HDI Remote Server.
* Denotes that a mandatory upgrade is required.
** For HVP Gateway and Pods: Sev 3 and 4, 3 business days | Customer specific remote Pod components (cameras, switches, radios, etc.) | May sub-
stitute at Hitachi Vantara discretion parts with similar form, fit and function | May replace with repaired/refurbished components | Terms apply to standard
stocked components. Terms for special order parts including radios will be agreed case by case by SOW. | PODs may require a certified electrical subcon-
tractor for installation or replacement. Electrical subcontractors are not included in published maintenance fees. Subcontractor services require a separate
quote and SOW | HVP Gateways and PODs containing internal storage include DRO (see below), under which media will be turned over to the customer
during the field repair process. | Replacement Parts Delivery Target: NBD
Hitachi Vantara Legacy/End-of-Service-Life/Sunset Products
View End of Life (EOL) policy and complete End of Service Life (EOSL) product matrix at HitachiVantara.com
Product Name/Family Warranty Service Warranty Period Hi-Track
Monitoring
Installation
Available
WMS Hitachi Workgroup Modular Storage Weekday Basic 12 Months | 1 Year ✓✓
AMS Hitachi Adaptable Modular Storage Weekday Basic 12 Months | 1 Year ✓✓
USP VM Hitachi Universal Storage Platform VM Standard 24 Months | 2 Years ✓✓
USP/USP V Hitachi Universal Storage Platform
and Hitachi Universal Storage Platform V Premium 36 Months | 3 Years ✓✓
Revised April 2016
3
Revised November 2017
Software Support Services Terms
Premium Software Support
• Standard Break/Fix (services to maintain compliance, good operating condition, and software version upgrade)
• Software Version Updates and Patches (corrections, enhancements, improvements, releases, versions and updates)
• Software Upgrades (new version to replace existing versions)
• 24/7 Access to online technical information, documentation and downloads as appropriate
• 24/7 Global Technical Support1 (remote assistance with fault isolation, configuration, use and operation of the software and
related issues)
1Targeted telephone support response times vary by business impact classification.
Severity levels: Severity 1: Critical < 15 minutes; Severity 2: High < 2 hours; Severity 3: Medium < 4 hours
Active Hitachi Vantara Software Products
Product Name/Family Warranty Service Warranty Period
HAD Hitachi Automation Director Media Replacement and Conformance 90 Days
HCA Hitachi Compute Advisor Media Replacement and Conformance 90 Days
HCI Hitachi Content Intelligence Media Replacement and Conformance 90 Days
HCP Hitachi Content Platform (HCP G, HCP S,
HCP-VM)Media Replacement and Conformance 90 Days
HCP Hitachi Content Platform Anywhere Media Replacement and Conformance 90 Days
HCS Hitachi Command Suite
• HDvM (Device Manager)
• HTnM (Tuning Manager)
• HRpM (Replication Manager)
• HTSM (Tiered Storage Manager)
• HDLM (Dynamic Link Manager)
• HGLM (Global Link Manager)
• HCmD (Command Director)
Media Replacement and Conformance 90 Days
HDI Hitachi Data Ingestor (Virtual Appliance)Media Replacement and Conformance 90 Days
HDID Hitachi Data Instance Director Media Replacement and Conformance 90 Days
HDPS Hitachi Data Protection Suite Media Replacement and Conformance 90 Days
HID Hitachi Infrastructure Director Media Replacement and Conformance 90 Days
HSA Hitachi Storage Advisor Media Replacement and Conformance 90 Days
HSDP Hitachi Streaming Data Platform Media Replacement and Conformance 90 Days
HSV Hitachi Storage Viewer Suite Media Replacement and Conformance 90 Days
HVS Hitachi Visualization Suite Media Replacement and Conformance 90 Days
HVMS Term License Media Replacement and Conformance 90 Days
HVA Media Replacement and Conformance 90 Days
HDCA Media Replacement and Conformance 90 Days
Lumada Media Replacement and Conformance 90 Days
Revised September 2017
4
Deliverable Standard Premium Enterprise
Named Maintenance and Support Services Contacts (Primary/Backup)1/1 2/1 Number of cores *
Coverage 8x5 24x71 24x71
Support Cases Unlimited Unlimited Unlimited
Knowledge Base Users 5 20 20
Assigned Pentaho architect No No Yes
One-on-one guidance, mentoring and best practice discussions No No Yes
Management of feature requests and support cases No No Yes
Scheduled technical sessions with Pentaho subject matter experts No No Yes
Internal VM replicated customer environment for faster resolution No No Yes
Pentaho Support Features
5
1 24x7 support coverage is only available for Severity 1 issues.
SaaS Support Service Terms
• 24/7 Access to online support tools (technical information, documentation and downloads)
• 24x7 Access to associated software downloads
• 24/7 Global Technical Support (remote assistance with fault isolation, configuration, use and operation of the software
and related issues)
• Automatic Access to SaaS updates
SaaS Updates
SaaS Updates shall be made available at Hitachi Vantara discretion and may address security fixes, problem fixes, general maintenance,
new or deprecated functionality and documentation. Hitachi Vantara is under no obligation to develop any future functionality or enhance-
ments. If an update for an SaaS product is made available to you pursuant to these SaaS Support Policies, it shall automatically replace the
previous version of the applicable SaaS product. Updates may require scheduled downtime which Hitachi Vantara will announce in advance
via Support Portal Alerts.
Supported Browsers
Hitachi Vantara reserves the right to require a SaaS problem be demonstrated on a supported browser, which may vary by product. Sup-
ported browsers are documented in product updates for each SaaS.
Active Hitachi Vantara SaaS Products
Product Name/Family Warranty Service Warranty Period
HSIA Social Intelligence Analyzer Conformance 90 Days
HVS Hitachi Video Suite − Public Cloud Conformance 90 Days
Lumada − Public Cloud Conformance 90 Days
Added September 2017
Footnotes
Hitachi Vantara Support Services are subject to the following conditions:
• On-site presence is determined by Hitachi Vantara Global Support Center. Distance and coverage restrictions may apply.
• On-site availability: 50 miles/80 kilometers from an Hitachi Vantara Service Center. Subject to Hitachi Vantara discretion to
extend coverage on a case-by-case basis.
• Target deliverable responses may vary by locations or geography.
• Spares target delivery dates are estimates that Hitachi Vantara uses to achieve commercially reasonable endeavors; however,
actual delivery times depend upon external factors such as spares availability and logistics resourcing. Hitachi Vantara is not
liable to the customer if actual delivery is delayed by these factors or any other factors that are outside of our control.
• Local business hours may vary by locations or geography.
• Same Day SLA refers to 7 days a week.
• Preventative maintenance is completed during activity window (break/fix).
• Global technical support response times vary by client impact classification (severity levels).
• Requests for on-site microcode updates outside of normal local business hours are billable services.
• Ongoing media replacement policy: For any flash drive, Hitachi Vantara will replace it free of charge, provided that Customer
has a valid and current maintenance and support services contract that covers the drive.
Hitachi Vantara requires that all equipment and software that is installed as part of the same product offering to be subject to
Hitachi Vantara support and service contract for that product offering, except in the case of third-party products supplied by
Hitachi Vantara, but not maintained by Hitachi Vantara, for which you are required to obtain maintenance and support directly from
the vendor of the third-party product.
Hitachi Vantara may periodically make changes to support service options to provide service efficiencies. We will make every effort
to discuss those with you in advance, and such changes will only apply to new services after the change is announced.
The Hitachi Vantara Warranty Maintenance and Support Terms within your current Hitachi Vantara service plan, as well as other
service contracts that you have with Hitachi Vantara, will include these terms. If there is an inconsistency between your existing
terms and those outlined here, these terms will prevail. Please contact your Hitachi Vantara account representative or authorized
partner if you wish to discuss. Review Hitachi Vantara complete terms and conditions at www.HitachiVantara.com.
Severity Levels Descriptions
■■ Severity 1: Critical
Severe System or Application Impact. Impact is to an
entire system, major business function or application.
■■ Severity 2: High
Degraded or Severely Limited System Impact. Impact is to
a portion of a system, major business function, geographi-
cal location or application.
■■ Severity 3: Medium
Individual User Impact. Individual(s) is (are) unable to
perform required functions; work-around or circumvention
is available.
■■ Severity 4: Minor
Minimal System Impact. Information only.
Customer-Replaceable Units (CRUs)
■■ A CRU is a subassembly of components or individual
parts that the customer is authorized by Hitachi Vantara to
remove and replace. All other components not designated
here must be serviced by Hitachi Vantara or an authorized
Hitachi Vantara representative.
■■ Installation of CRUs is the responsibility of the customer.
Installation of all other non-CRU parts is performed by
Hitachi Vantara.
■■ If Hitachi Vantara installs the replacement part, Hitachi
Vantara will arrange for its return to an Hitachi Vantara
facility. If a customer installs the CRU, the customer is
responsible for returning the replacement CRU to a facility
designated by Hitachi Vantara.
VSP Warranty Service Exception
For Hitachi Virtual Storage Platform products, VSP Warranty
and Maintenance service levels are equivalent to Standard
Support. The Warranty and Maintenance Plus service levels
are equivalent to Premium Support.
Disk Retention Option (DRO)*
■■ Forgives defective media return and any billable subsystem
customer nonreturned media.
■■ All removable media, all products [hard disk drives (HDD),
solid-state disk (SSD), flash module (FMD), and so forth]:
all platforms and all products.
Microcode/Firmware Updates
■■Hitachi Vantara’s standard policy is to deliver microcode/
firmware updates remotely. Authorized Hitachi Vantara
engineers use sophisticated remote technology to
safely deliver microcode remotely to Hitachi devices.
This process enables fast, efficient microcode delivery
that doesn’t require an engineer to travel on-site to the
customer’s location.
6
Hi-Track Remote Monitoring Service
Enabling Hi-Track Remote Monitoring is required for all
Hitachi Vantara service and support offerings:
■■Remote monitoring service system.
■■ Free-of-charge support feature or facility: Hitachi
Vantara Customer Support service offerings.
■■Continuous monitoring 24/7.
■■ Secure controlled access: layered encryption and
authentication.
■■ Advanced systems diagnostics: engineering-design
embedded.
■■Proactive predictive fault isolation.
■■Reports system incidents and potential problems.
■■ Facilitates or enables real-time, rapid-action expert
troubleshooting.
■■I ntegrated and linked: Hitachi Vantara Support Services
management systems.
■■Provides and facilitates trend analysis and analytics.
■■Customer-system site installation and implementation.
■■Customer requisite: access and required equipment,
telecommunications and so forth.
■■ Hi-Track system is Hitachi Vantara proprietary property.
Installation Services
Our Customer Support and Services specialists perform the
following tasks:
■■Verify agreed-upon configuration and validate environ-
ment (hardware setup) to ensure nodes are operational.
If the customer purchases an end-to-end Professional
Services configuration solution, it will replace the Hitachi
H/W installation engineer validation.
■■Configure and test up to 2 hosts and 5 logical unit num-
bers (LUNs). Note: Configuration of RAID group's logical
units (LUNs) is the responsibility of the customer or can
be purchased as an additional Hitachi Vantara Service.
■■Physically inspect for shipment damage.
■■Physically connect cable interfaces to the storage system.
■■ Enable Hi-Track Remote Monitoring System.
■■Confirm maintenance provisions and call-handling pro-
cedures.
■■ Install license keys for storage-system-based software.
■■Install operating system, Hitachi Base Operating System
(BOS) and Hitachi Storage Virtualization Operating System
on Hitachi Vantara equipment.
■■ Install appliance and on-site rack.
■■Physically connect network cables to the Top of Rack
Switches (ToR) and management switch. On-site
pre-delivery survey and off-hours install available: addi-
tional fee-based billable service.
■■Incorporate appliance (hardware) in the local network,
Active Directory®, firewall, network settings, Network
Time Protocol (NTP) setup.
■■Provide basic system operation training and knowledge
transfer on equipment handling and configuration (not to
exceed 1 hour).
7
Hitachi Vantara Corporation
Corporate Headquarters
2845 Lafayette Street, Santa Clara, California 95050-2639 USA www.HitachiVantara.com | community.HitachiVantara.com
Regional Contact Information
Americas: +1 866 374 5822 or info@hitachivantara.com
Europe, Middle East and Africa: +44 (0) 1753 618000 or info.emea@hitachivantara.com
Asia Pacific: +852 3189 7900 or hitachivantara.marketing.apac@hitachivantara.com
HITACHI is a trademark or registered trademark of Hitachi, Ltd. All other trademarks, service marks, and company names are properties of their respective owners.
November 2017
Exhibit D - Public Contracting Rules
HOURS OF WORK:
A. In accordance with California Labor Code Section 1810, 8 hours of labor in performance of the
services described in Exhibit A shall constitute a legal day’s work under this contract.
B. In accordance with California Labor Code Section 1811, the time of service of any worker
employed in performance of the services described in Exhibit A is limited to 8 hours during any
one calendar day, and 40 hours during any one calendar week, except in accordance with
California Labor Code Section 1815, which provides that work in excess of 8 hours during any
one calendar day and 40 hours during any one calendar week is permitted upon compensation
for all hours worked in excess of 8 hours during any one calendar day and 40 hours during any
one calendar week at not less than one-and-one-half times the basic rate of pay.
C. The Contractor and its subcontractors shall forfeit as a penalty to the City $25 for each worker
employed in the performance of the services described in Exhibit A for each calendar day during
which the worker is required or permitted to work more than 8 hours in any one calendar day, or
more than 40 hours in any one calendar week, in violation of the provisions of California Labor
Code Section 1810 and following.
WAGES:
A. In accordance with California Labor Code Section 1773.2, the City has determined the general
prevailing wages in the locality in which the services described in Exhibit A are to be performed
for each craft or type of work needed to be as published by the State of California Department of
Industrial Relations, Division of Labor Statistics and Research, a copy of which is on file in the
City Public Works Office and shall be made available on request. The Contractor and
subcontractors engaged in the performance of the services described in Exhibit A shall pay no
less than these rates to all persons engaged in performance of the services or work.
B. In accordance with California Labor Code Section 1775, the Contractor and any subcontractors
engaged in performance of the services described in Exhibit A shall comply with California Labor Code
Section 1775, which establishes penalties per day for each worker engaged in the performance of the
services described in Exhibit A that the Contractor or any subcontractor pays less than the specified
prevailing wage. The amount of such penalty shall be determined by the Labor Commissioner and
shall be based on consideration of the mistake, inadvertence, or neglect of the Contractor or
subcontractor in failing to pay the correct rate of prevailing wages, or the previous record of the
Contractor or subcontractor in meeting applicable prevailing wage obligations, or the willful failure by
the Contractor or subcontractor to pay the correct rates of prevailing wages. A mistake, inadvertence,
or neglect in failing to pay the correct rate of prevailing wages is not excusable if the Contractor or
subcontractor had knowledge of their obligations under the California Labor Code. The Contractor or
subcontractor shall pay the difference between the prevailing wage rates and the amount paid to each
worker for each calendar day or portion thereof for which each worker was paid less than the prevailing
wage rate. If a subcontractor worker engaged in performance of the services described in Exhibit A is
not paid the general prevailing per diem wages by the subcontractor, the Contractor is not liable for any
penalties therefore unless the Contractor had knowledge of that failure or unless the Contractor fails to
comply with all of the following requirements:
1. The contract executed between the Contractor and the subcontractor for the performance of
part of the services described in Exhibit A shall include a copy of the provisions of California
Labor Code Sections 1771, 1775, 1776, 1777.5, 1813, and 1815.
2. The Contractor shall monitor payment of the specified general prevailing rate of per diem
wages by the subcontractor by periodic review of the subcontractor’s certified payroll
records.
3. Upon becoming aware of a subcontractor’s failure to pay the specified prevailing rate of
wages, the Contractor shall diligently take corrective action to halt or rectify the failure,
including, but not limited to, retaining sufficient funds due the subcontractor for performance
of the services described in Exhibit A.
4. Prior to making final payment to the subcontractor, the Contractor shall obtain an affidavit
signed under penalty of perjury from the subcontractor that the subcontractor has paid the
specified general prevailing rate of per diem wages for employees engaged in the
performance of the services described in Exhibit A and any amounts due pursuant to
California Labor Code Section 1813.
C. In accordance with California Labor Code Section 1776, the Contractor and each subcontractor
engaged in performance of the services described in Exhibit A shall keep accurate payroll records
showing the name, address, social security number, work, straight time and overtime hours worked
each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or
other employee employed in performance of the services described in Exhibit A. Each payroll record
shall contain or be verified by a written declaration that it is made under penalty of perjury, stating both
of the following:
1. The information contained in the payroll record is true and correct.
2. The employer has complied with the requirements of California Labor Code Sections 1771,
1811, and 1815 for any work performed by the employer’s employees on the public works
project.
The payroll records required pursuant to California Labor Code Section 1776 shall be certified
and sent directly to the Labor Commissioner, and available for inspection by the Owner and its
authorized representatives, the Division of Labor Standards Enforcement, the Division of
Apprenticeship Standards of the Department of Industrial Relations and shall otherwise be
available for inspection in accordance with California Labor Code Section 1776.
D. In accordance with California Labor Code Section 1777.5, the Contractor, on behalf of the
Contractor and any subcontractors engaged in performance of the services described in Exhibit A, shall
be responsible for ensuring compliance with California Labor Code Section 1777.5 governing
employment and payment of apprentices on public works contracts.
E. In case it becomes necessary for the Contractor or any subcontractor engaged in performance
of the services described in Exhibit A to employ for the services described in Exhibit A any
person in a trade or occupation (except executive, supervisory, administrative, clerical, or other
non manual workers as such) for which no minimum wage rate has been determined by the
Director of the Department of Industrial Relations, the Contractor or subcontractor shall pay the
minimum rate of wages specified therein for the classification which most nearly corresponds to
services described in Exhibit A to be performed by that person. The minimum rate thus
furnished shall be applicable as a minimum for such trade or occupation from the time of the
initial employment of the person affected and during the continuance of such employment.
2960245.1
Budget Change Reference #:
From Un-Appropriated Reserves Budget Transfer Between Funds
From Designated Reserves X Other
Account Amount
190201.6000.6004 (1001.1902.72102)$729,053.20
5/15/2018
Posted By:Date:
As Presented at the City Council Meeting
**********Finance Use Only**********
CITY OF DUBLIN
Procurement of Situational Awareness Cameras, funded by General Fund Reserve for Innovations and New Opportunity.
REASON FOR BUDGET CHANGE
FISCAL YEAR 2017-18
BUDGET CHANGE FORM
EXP: General Fund - GF Reserve Projects - Equipment ISF
City Council's Approval Required
G:\Budget Changes\10_2017-18\CC\15_1902 _Situational Awareness Cameras 040318 15_1902 _Situational Awareness Cameras 040318