HomeMy WebLinkAbout000633 Original Contract City of Port Angeles
Record # 000633
5
SMALL WORKS ROSTER
❑ Request for Bid
® Contract
Contract Title: Light Pole Replacement Project Number: CL06-2012
THIS CONTRACT is entered into the date last below written between the CITY OF PORT ANGELES, WASHINGTON
("CITY") AND OLYMPIC ELECTRIC COMPANY, INC. ("CONTRACTOR")
1. WORK BY CONTRACTOR
The Contractor shall perform the work as described in Attachment"A" (Attachment"A"may include Contractor's
Proposal, Scope of Work for Base Bid and Alternate #1, Statement of Work, Plans, Specifications, and any other
related Contract Documents) which is attached hereto and by this reference is incorporated herein.
2. TERM OF CONTRACT
All work under this Contract is to be completed as indicated (check one):
® All work under this Contract is to be completed by this date: November 20, 2013.
❑ All work under this Contract is to be completed 120 calendar days from the Notice to Proceed.
No work is to be performed prior to written Notice to Proceed by the City. (See attachment A for
specific schedule for work).
❑ The performance period under this Contract commences _calendar days after notice to
proceed and ends (xx days thereafter or after contract award).
3. PAYMENT
A. The City shall pay the Contractor for the work performed under this contract (check one):
❑ Force Account- Time and material, not to exceed: $
❑ Force Account-Time and actual expenses incurred, not to exceed: $
❑ Force Account- unit prices set forth in the Contractor's bid or quote, not to exceed: $
® Firm Fixed Price set forth in Contractor bid or quote in the amount of: $193,291.90
The Contractor shall do all work and furnish all tools, materials, and equipment, in accordance
with and as described in the Attachment "A".
The Contractor shall provide and bear the expense of all equipment, work and labor of any sort
whatsoever that may be required for the transfer of materials and for constructing and completing
the work provided for in this contract and every part thereof; except those indicated to be furnished by the
City of Port Angeles in Attachment A.
B. The Contractor shall maintain time and expense records, which may be requested by the City. The contractor
shall submit invoices to the City for payment for work performed. All invoices must reference the City's contract
number. Invoices shall be in a format acceptable to the City.
C. The City shall pay all invoices from the Contractor by mailing a City warrant within 30 days of receipt of a
properly completed invoice.
D. All records and accounts pertaining to this Contract are to be kept available for inspections by representatives
of the City for a period of three (3) years after final payment. Copies shall be made available to the City upon
request.
CL06-2012 Page 1 Rev. 8/30/2011
E. If during the course of the Contract, the work rendered does not meet the requirements set forth in the
Contract, the Contractor shall correct or modify the required work to comply with the requirements of this
Contract. The City shall have the right to withhold payment for such work until it meets the requirements of the
Contract Documents.
4. RESPONSIBILITY OF CONTRACTOR
A. Safety. Contractor shall take all necessary precautions for the safety of employees on the work site and shall
comply with all applicable provisions of federal, state and local regulations, ordinances and codes. Contractor
shall erect and properly maintain, at all times, as required by the conditions and progress of the work, all
necessary safeguards for the protection of workers and the public and shall post danger signs warning against
known or unusual hazards.
B. Correction of Defects. Contractor shall be responsible for correcting all defects in workmanship and/or
materials discovered within one year after acceptance of this work. When corrections of defects are made,
Contractor shall be responsible for correcting all defects in workmanship and/or materials in the corrected work
for one year after acceptance of the corrections by the City. The Contractor shall start work to remedy such
defects within seven (7) days of mailing notice of discovery thereof by City and shall complete such work within a
reasonable time. In emergencies where damage may result from delay or where loss of service may result, such
corrections may be made by the City, in which case the cost shall be borne by the Contractor. In the event the
Contractor does not accomplish corrections at the time specified, the work will be otherwise accomplished and
the cost of same shall be paid by the Contractor.
C. Warranty. Contractor shall be liable for any costs, losses, expenses or damages including consequential
damages suffered by the City resulting from defects in the Contractors work including, but not limited to, cost of
materials and labor expended by the City in making emergency repairs and cost of engineering, inspection and
supervision by the City. The Contractor shall hold the City harmless from any and all claims which may be made
against the City as a result of any defective work and the Contractor shall defend any such claims at its own
expense. Where materials or procedures are not specified in the Contract Document, the City will rely on the
professional judgment of the Contractor to make appropriate selections.
D. Nondiscrimination/Affirmative Action. Contractor agrees not to discriminate against any employee or applicant
for employment or any other persons in the performance of this Contract because of race, creed, color, national
origin, marital status, sex, age or handicap, or other circumstances as may be defined by federal, state or local
law or ordinance, except for a bona fide occupational qualification. Contractor agrees to post in conspicuous
places, available to employees and applicants for employment, notices to be provided by Contractor setting forth
the provisions of the nondiscrimination clause.
E. Employment. Any and all employees of the Contractor, while engaged in the performance of any work or
services required by the Contractor under this Contract, shall be considered employees of the Contractor only and
not of the City. Any and all claims that may arise under the Workers Compensation Act on behalf of said
employees, while so engaged, and all claims made by a third party as consequence of any negligent act or
omission on the part of the Contractor's employees, while so engaged on any of the work or services provided or
rendered herein, shall not be the obligation of the City.
S. COMPLIANCE WITH LAWS
The Contractor shall comply with all federal, state and local laws and regulations applicable to the
work done under this Contract. Any violation of the provisions of this paragraph shall be considered a violation of
a material provision of this Contract and shall be grounds for cancellation, termination or suspension of the
Contract by the City, in whole or in part, and may result in ineligibility for further work for the City.
6.TERMINATION OF CONTRACT
A. This Contract shall terminate upon satisfactory completion of the work described in Attachment "A" and final
payment by the City.
B. The City may terminate the Contract and take possession of the premises and all materials thereon and finish
the work by whatever methods it may deem expedient, by giving 10 days written notice to the Contractor, upon
the occurrence of any one or more of the events hereafter specified.
CL06-2012 Page 2 Rev. 8/30/2011
1. The Contractor makes a general assignment for the benefit of its creditors.
2. A receiver is appointed as a result of the insolvency of the Contractor.
3. The Contractor persistently or repeatedly refuses or fails to complete the work required herein.
4. Contractor fails to make prompt payment to subcontractors for material or labor.
5. Contractor persistently disregards federal, state or local regulations and ordinances.
6. Contractor persistently disregards instructions of the Contract Administrator, or otherwise
substantially violates the terms of this Contract.
7. The City determines that sufficient operating funds are not available to fund completion of the work
contracted for.
C. In the event this Contract is terminated by the City, Contractor shall not be entitled to receive any further
amounts due under this Contract until the work specified in Attachment "A" is satisfactorily completed, as
scheduled, up to the date of termination. At such time, if the unpaid balance of the amount to be paid under this
Contract exceeds the expense incurred by the City in finishing the work, and all damages sustained by the City or
which may be sustained by reason of such refusal, neglect, failure or discontinuance of employment, such excess
shall be paid by the City to the Contractor. If the City's expense and damages exceed the unpaid balance,
Contractor and his surety shall be jointly and severally liable therefore to the City and shall pay such difference to
the City. Such expense and damages shall include all legal costs incurred by the City to protect the rights and
interests of the City under the Contract, provided such legal costs shall be reasonable.
7. OWNERSHIP OF DOCUMENTS
A. On payment to the Contractor by the City of all compensation due under this Contract, all finished or
unfinished documents and material prepared by the Contractor with funds paid by the City under this Contract
shall become the property of the City and shall be forwarded to the City upon its request.
B. Any records, reports, information, data or other documents or materials given to or prepared or assembled by
the Contractor under this Contract will be kept confidential and shall not be made available to any individual or
organization by the Contractor without prior written approval of the City or by court order.
S. CLAIMS
Any claim against the City for damages, expenses, costs or extras arising out of the performance of this Contract
must be made in writing to the City within thirty days after the discovery of such damage, expense or loss, and in
no event later than the time of approval by the City for final payment. Contractor, upon making application for
final payment, shall be deemed to have waived its right to claim for any other damages for which application has
not been made, unless such claim for final payment includes notice of additional claim and fully describes such
claim.
9. GENERAL ADMINISTRATION AND MANAGEMENT
The Director of the Public Works and Utilities Department or his/her designee shall have primary responsibility for
the City under this Contract and shall oversee and approve all work to be performed, coordinate communications,
and review and approve all invoices, under this Contract.
10. HOLD HARMLESS
A. The Contractor shall protect, defend, indemnify and save harmless the City, its officers, employees and agents
from any and all costs, claims,judgments or awards of damages, arising out of or in any way resulting from the
negligent acts or omissions of the Contractor. The Contractor agrees that its obligations under this subparagraph
extend to any claim, demand, and/or cause of action brought by, or on behalf of, any of its employees or agents.
For this purpose, the Contractor, by mutual negotiation, hereby waives, as respects the City only, any immunity
that would otherwise be available against such claims under the industrial insurance provision of Title 51 RCW. In
the event the City obtains any judgment or award, and/or incurs any cost arising therefrom including attorneys'
fees to enforce the provisions of this article, all such fees, expenses, and costs shall be recoverable form the
Contractor.
B. The City shall protect, defend, indemnify and save harmless the Contractor, its officers, employees and agents
from any and all costs, claims,judgments or awards of damages, arising out of or in any way resulting from the
negligent acts or omissions of the City. The City agrees that its obligations under this subparagraph extend to any
claim, demand, and/or cause of action brought by, or on behalf of, any of its employees or agents. For this
CL06-2012 Page 3 Rev. 8/30/2011
purpose, the City, by mutual negotiation, hereby waives, as respects the Contractor only, any immunity that
would otherwise be available against such claims under the industrial insurance provision of Title 51 RCW. In the
event the Contractor obtains any judgment or award, and/or incurs any cost arising therefrom including
attorneys' fees to enforce the provisions of this article, all such fees, expenses, and costs shall be recoverable
form the City.
11. INSURANCE, BONDS, & RETAINAGE
A. The Contractor shall maintain insurance as set forth in Attachment B.
B. If the total bid amount including tax exceeds $35,000, this project will be awarded as a small works roster
contract and payment and performance bonds and retainage will apply in accordance with Washington State law.
A retainage of 5% will then be applicable to this contract. The Contractor shall obtain payment and performance
bonds in accordance with this Contract and all Attachments incorporated herein. Copies of the Bid Security
Transmittal Form, Performance and Payment Bond form, and Escrow Agreement for Retained Percentage form
are available from the Operations Office of Public Works & Utilities (Telephone 360-417-4541). Performance
Bond and Retainage forms are provided in Attachment D. The party to whom the Contract is awarded will be
required to execute the Contract and obtain the Performance and Payment Bond within ten (10) calendar days
from the date the notice of award is delivered to the bidder. Such bond(s) shall be on the form provided by the
Owner, specify the name, contact phone, and address of the surety, and shall include a power of attorney
appointing the signatory of the bond(s) as the person authorized to execute it(them).
12. PREVAILING WAGE
This Contract is subject to the requirements of Chapter 39.12 RCW, and as it may be amended, relating to
prevailing wages. On Public Works projects, funded in part or in whole with Federal funds, Federal wages laws
and regulations shall also be applicable. NO WORKER, LABORER OR MECHANIC EMPLOYED IN THE
PERFORMANCE OF ANY PART OF THIS CONTRACT SHALL BE PAID LESS THAN THE PREVAILING RATE OF WAGE
as determined by the Industrial Statistician of the Department of Labor and Industries for the State of
Washington. The schedule of prevailing wage rates for this Contract is made a part of this contract as though
fully set forth herein.
Prior to making any payment under this Contract, the City must receive an approved copy of the "Statement
of Intent to Pay Prevailing Wages on Public Works Contracts" from the Department of Labor and Industries.
It is the Contractor's responsibility to obtain and file the "Statement of Intent to pay Prevailing Wage". The
Contractor shall be responsible for all filing fees. Each invoice shall include a signed statement that
prevailing wages have been paid by the Contractor and all subcontractors. Following the final acceptance
of services rendered, Contractor shall submit an "Affidavit of Wages Paid".
For a contract award or an on-call contract work order under $2,500, and in accordance with RCW 39.12.040(2),
the contractor or subcontractor is authorized to submit a combined Statement Of Intent To Pay Prevailing Wages
&Affidavit Of Wages directly to the City of Port Angeles at final invoicing. Submission shall be made on the form
developed by the Washington State Department of Labor and Industries and available from the City of Port
Angeles Public Works and Utilities Department.
In case any dispute arises as to what are the prevailing rates of wages for a specific trade, craft or occupation
and such dispute cannot be adjusted by the parties in interest, including labor and management representatives,
the matter shall be referred for arbitration to the Director of the Department of Labor and Industries, and his
decision shall be final, conclusive, and binding on all parties involved in the dispute.
13. INTERPRETATION AND VENUE
This Contract shall be interpreted and construed in accordance with the laws of the State of Washington. The
venue of any litigation between the parties regarding this Contract shall be Clallam County, Washington.
14. BRANDS OR EQUAL
When a special "brand or equal" is named it shall be construed solely for the purpose of indicating the standards
of quality, performance, or use desired. Brands of equal quality, performance, and use shall be considered,
provided Contractor specifies the brand and model and submits descriptive literature when available. Any bid
CL06-2012 Page 4 Rev. 8/30/2011
containing a brand which is not of equal quality, performance, or use specified must be represented as an
alternate and not as an equal, and failure to do so shall be sufficient reason to disregard the bid.
15. INSPECTION AND REJECTION
All goods, services, work, or materials purchased herein are subject inspection and to approval by the City. Any
rejection of goods, services, work, or materials resulting because of nonconformity to the terms and specifications
of this order, whether held by the City or returned, will be at Contractor's risk and expense.
N. SUBLETTING OR ASSIGNING OF CONTRACTS
Neither the City nor the Contractor shall assign, transfer, or encumber any rights, duties or interest accruing from
this Contract without the express prior written consent of the other.
17. INDEPENDENT CONTRACTOR
The Contractor is and shall be at all times during the term of this Contract an independent contractor and not
an employee of the City.
18. EXTENT OF CONTRACT/MODIFICATION
This Contract, together with the attachments and/or addenda, represents the entire and integrated Contract
between the parties hereto and supersedes all prior negotiations, representations, or agreements, either written
or oral. This contract may be amended, modified or added to only by written instrument properly signed by both
parties hereto.
This Contract, together with the attachments and/or addenda, represents the entire and integrated Contract
between the parties hereto an&supersedes all prior negotiations, representations, or agreements, either written
or oral. This contract may be amended, modified or added to only by written instrument properly signed by both
parties hereto.
19. SUBCONTRACTOR RESPONSIBILITY
The Contractor shall include the language of this section in each of its first tier subcontracts, and shall require
each of its subcontractors to include substantially the same language of this section in each of their subcontracts,
adjusting only as necessary the terms used for the contracting parties. The requirements of this section apply to
all subcontractors regardless of tier.
At the time of subcontract execution, the Contractor shall verify that each of its first tier subcontractors
meets the following bidder responsibility criteria:
- At the time of subcontract bid submittal, have a certificate of registration in compliance with chapter 18.27
RCW;
- Have a current state unified business identifier number;
- If applicable, have:
1) Industrial insurance coverage for the subcontractor's employees working in Washington as required in
Title 51 RCW;
2) An employment security department number as required in Tile 50 RCW; and
3) A state excise tax registration number as required in Tile 82 RCW;
4) An electrical contractor license, if required by Chapter 19.28 RCW;
5)An elevator contract license, if required by Chapter 70.87 RCW.
- Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3).
20. COMPENSATION AND METHOD OF PAYMENT.
A. The City shall pay the Contractor for work performed under this Contract as detailed in the bid, as
incorporated in the Contract.
CL06-2012 Page 5 Rev. 8/30/2011
B. Payments for work provided hereunder shall be made following the performance of such work, unless
otherwise permitted by law and approved in writing by the City. No payment shall be made for any work
rendered by the Contractor except as identified and set forth in this Contract.
C. Progress payments shall be based on the timely submittal by the Contractor of the City's standard payment
request form.
D. Payments for any alterations in or additions to the work provided under this Contract shall be in accordance
with the Request For Information (RFI) and/or Construction Change Order (CCO) process as set forth in the
Project Manual. Following approval of the RFI and/or CCO, the Contractor shall submit the standard payment
request form(s).
E. The Contractor shall submit payment requests with a completed Application for Payment form, an example of
which is included in Attachment E to this Contract. This form includes a lien waiver certification and shall be
notarized before submission. Applications for payment not signed or notarized shall be considered incomplete
and ineligible for payment consideration. The City shall initiate authorization for payment after receipt of a
satisfactorily completed payment request form and shall make payment to the Contractor within approximately
thirty (30) days thereafter. Final payment requests shall also include a Certification of Work Completion and
Acceptance located in Attachment E).
IN WITNESS WHEREOF, the parties have executed this Contract as of JU,64, In, 2013.
OLYMPIC ELECTRIC COMPANY, INC. CITY OF PORT ANGELES
By: By: �
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Printed Name: mak' �LA ¢ ranted Name}:.,� a .ten
Title: Title:
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AddrespLYMPIC ELECTRIC CO., INC.
4230 lumwater
Port Angeles,WA 98363
City: APPROVED AS TO FORM:
Tax ID #:
Phone Number: "2, LP S 1 ���J U3 BY: CITY ATTORNEY
ATTEST:
BY: L
CVLERK
Purchase Order #:
CL06-2012 Page 6 Rev. 8/30/2011
City of Port Angeles ATTACHMENT "A"
Engineering Office
Public Works and Utilities Department WORK BY CONTRACTOR
360-417-4700
The contractor shall do all work and furnish all tools, materials, and equipment in order to accomplish the project
described below. Unless otherwise provided for in the Statement of Work, the Contractor will be responsible for
obtaining and paying for any and all permits required for this work.
General Scope: Replace existing metal street lighting poles, concrete bases, and bracket arms. Luminaires will
be reused.
Location: Various locations in downtown Port Angeles, Washington, generally on Front and First Streets,
between Lincoln and Cherry Streets.
Site Point of Contact: George Drake at 360-808-5802.
Work Hours and Schedule: No on-site work will be allowed before September 3, 2013, and everything must
be completed by November 20, 2013. All sidewalks must be repaired and lights re-installed and operational
before Thanksgiving. The contractor will work from 7:00 AM to 3:30 PM, Monday through Friday, excluding all
City holidays. Work outside of these hours may be requested from and is at the discretion of the City Engineer.
Permits: None required
Work Requirements:
1.0 Project Description
Replace street lighting poles, bases, and mounting brackets at various locations in downtown Port Angeles,
Washington. Existing luminaires to be reused.
2.0 Standard Specifications
The contract incorporates the Washington State Department of Transportation's 2012 Standard Specifications for
Road, Bridge and Municipal Construction referred to herein as the Standard Specifications and the City of Port
Angeles Urban Service Standards and Guidelines (current edition).
The following City of Port Angeles Specification Sections and Construction Standards are included as part of this
contract: 08001 — Pavers; 16521 — Street Lighting; Construction Standard S002.
Sidewalk repairs shall match adjacent construction and comply with City of Port Angeles Urban Services
Standards and Guidelines.
3.0 Drawings and Specifications:
The following drawing sheets are part of this contract: Sheets 1 through 7.
4.0 Description of Work
Replace existing steel street light poles and transformer bases with new aluminum poles. The poor condition of
existing anchor bolts and a different bolt circle diameter also requires replacement of the existing concrete bases.
CL06-2012 Page 7 Rev. 8/30/2011
5.0 Safety:
To the extent possible, sidewalks and streets are to be kept open to the public during construction to minimize
business disruption. The Contractor shall conduct the work with due regard to adequate public safety and
sanitary requirements and shall maintain its plant and equipment in safe condition. Parking spaces may be closed
in the area of work being performed. The Contractor shall conform to OSHA and WISHA rules and regulations.
Unsafe excavations shall not be left open overnight. Damaged areas of sidewalk shall be barricaded until
repaired.
6.0 Observance of the Law
The Contractor shall be responsible for the strict observance by his employees of the laws of the United States
and the State of Washington (including State of Washington Department of Transportation regulations) and all
local ordinances and regulations. The Contractor shall comply with said laws, ordinances, and regulations.
7.0 Payment
The City will process monthly payments for work completed and accepted by the Project Engineer within 30 days
following submittal of a completed and signed Payment Request Form. Retainage in the amount of S% will be
withheld in accordance with RCW 60.28.010.
After the expiration of 30 days following the final acceptance of said work by the Port Angeles City Council and
receipt of proper releases for applicable agencies of the State of Washington, the final payment of the retainage,
or all amounts thereof in excess of a sufficient sum to meet and discharge valid claims filed pursuant to the
statutes of the State of Washington, will be made.
Washington State sales tax will apply and be paid when billed on invoices.
8.0 Contract Amount/Cancellation
The City reserves the right to terminate the contract at any time, for any reason.
9.0 Warranty
Contractor to repair or replace poles that fail in finish, materials, and/or workmanship within the manufacturer's
standard warranty period, but not less than three years from date of Substantial Completion.
10.0 Special Conditions
The City of Port Angeles requires that bid submittals be made on the bid form supplied by the City, and in no
other manner. Specific material types and quantities required for a particular process shall be noted on the Bid
Form as required to treat the cable segments described.
CL06-2012 Page 8 Rev. 8/30/2011
SECTION 16521 — STREET LIGHTING
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Poles and accessories.
2. Pole bases.
1.2 DEFINITIONS
A. AASHTO: American Association of State Highway and Transportation Officials.
B. ANSI: American National Standards Institute
C. ASTM: American Society of Testing Materials
D. Bracket Arm: Luminaire support that mounts on a pole.
E. COPA: City of Port Angeles
F. HID: High-intensity discharge.
G. IEEE: Institute of Electrical and Electronics Engineers.
H. IESNA: Illuminating Engineering Society of North America
I. LED: Light emitting diode
J. Luminaire: Complete lighting fixture, including ballast, lamp, and housing.
K. NEMA: National Electrical Manufacturers Association.
L. NESC: National Electrical Safety Code, ANSI Standard IEEE-C2, 2007 Edition.
M. NFPA: National Fire Protection Association.
N. NRTL: Nationally Recognized Testing Laboratory, as defined by OSHA in 29 CFR 1910.7
O. OSHA: Occupational Safety and Health Administration.
P. PALO: City of Port Angeles Department of Public Works and Utilities, Light Operations
Division.
Q. Pole: Bracket arm support structure.
R. Pole Base: Buried concrete pole foundation with anchor bolts for mounting of pole.
CL06-2012 Page 9 Rev. 8/30/2011
S. UL: Underwriters Laboratories.
1.3 STRUCTURAL ANALYSIS CRITERIA FOR POLE SELECTION
A. Dead Load: Weight of luminaire and its horizontal and vertical supports, and supporting
structure, applied as stated in AASHTO LTS-4.
B. Live Load: Single load of 500 Ibf, distributed as stated in AASHTO LTS-5.
C. Ice Load: Load of 3 Ibf/sq. ft., applied as stated in AASHTO LTS-5.
D. Wind Load: Pressure of wind on pole, luminaire, banners, and planters calculated and applied
as stated in AASHTO LTS-4, for 85 mph wind speed.
1.4 SUBMITTALS
A. Shop Drawings: Required after contract award for each pole and support component,
arranged in order of lighting unit designation. Include data on features, accessories, finishes,
and the following:
1. Details of installation and construction.
2. Materials, dimensions, and finishes of poles.
3. Means of attaching luminaires to supports, and indication that attachment is suitable for
components involved.
4. Anchor-bolt templates keyed to specific poles and certified by manufacturer.
5. Manufactured pole foundations.
6. Pole and Support Component Certificates: Signed by manufacturers of poles, certifying
that products are designed for indicated load requirements in AASHTO LTS-4 and that
load imposed by luminaire has been included in design.
7. Field quality-control test reports.
8. Warranty: Special warranty specified in this Section.
1.5 QUALITY ASSURANCE
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,
Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for
intended use.
B. Comply with ANSI-IEEE C2, "National Electrical Safety Code."
1.6 DELIVERY, STORAGE, AND HANDLING
A. Package aluminum poles for shipping according to ASTM B 660.
B. Store poles on decay-resistant-treated skids at least 12 inches above grade and vegetation.
Support poles to prevent distortion and arrange to provide free air circulation.
C. Retain factory-applied pole wrappings until right before pole installation. Handle poles with
web fabric straps.
D. Retain factory-applied pole wrappings on metal poles until right before pole installation. For
poles with nonmetallic finishes, handle with web fabric straps.
CL06-2012 Page 10 Rev.8/30/2011
1.7 WARRANTY
A. Manufacturer's standard form in which manufacturer agrees to repair or replace products that
fail in materials or workmanship; that corrode; or that fade, stain, perforate, erode, or chalk due
to effects of weather or solar radiation within specified warranty period. Manufacturer may
exclude lightning damage, hail damage, vandalism, abuse, or unauthorized repairs or
alterations from warranty coverage.
1. Warranty Period for Poles and Brackets: Repair or replace lighting poles that fail in
finish, materials, and workmanship within manufacturer's standard warranty period, but
not less than three years from date of Substantial Completion.
1.8 EXTRA MATERIALS
A. Include with the Base Bid furnishing the City with the quantity of extra materials described
below that match products installed and that are packaged with protective covering for storage
and identified with labels describing contents.
1. Poles and Brackets: One of each type.
2. Bases: Two precast concrete bases.
3. Banner Brackets: Two sets of two.
4. Planter Brackets: Four.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Basis of Design Product: The design of each item of exterior luminaire support is based on
the product named.
B. Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to, manufacturers
specified.
2.2 POLES AND SUPPORT COMPONENTS, GENERAL REQUIREMENTS
A. Structural Characteristics: Comply with AASHTO LTS-5.
1. Wind-Load Strength of Poles: Adequate at indicated heights above grade without
failure, permanent deflection, or whipping in steady winds of speed indicated in Part 1
"Structural Analysis Criteria for Pole Selection" Article, with a gust factor of 1.3.
2. Strength Analysis: For each pole, include 10 square feet of banners, 2 square feet of
planter surface area, plus multiply the actual equivalent projected area of luminaires and
brackets by a factor of 1.1 to obtain the equivalent projected area to be used in pole
selection strength analysis.
B. Luminaire Attachment Provisions: Comply with luminaire manufacturers' mounting
requirements. Use stainless-steel fasteners and mounting bolts, unless otherwise indicated.
C. Mountings, Fasteners, and Appurtenances: Corrosion-resistant items compatible with support
components.
CL06-2012 Page 11 Rev. 8/30/2011
1. Materials: Shall not cause galvanic action at contact points.
2. Anchor Bolts, Leveling Nuts, Bolt Caps, and Washers: Hot-dip galvanized after
fabrication, unless stainless-steel items are indicated.
3. Anchor-Bolt Template: Plywood or steel.
D. Concrete Pole Foundations: Precast concrete, 14" square, minimum of 5 ft. high, with four
anchor bolts installed to match pole-base flange. Concrete and reinforcement are detailed in
COPA Standards S002A and S002B in these specifications. Contractor shall provide pole
manufacturer's anchor bolt template to base supplier to ensure proper bolt locations. Bases
may incorporate a 1-inch conduit or have chases to allow for installation of underground
conduits. All foundation hardware shall be 100% hot-dip galvanized in accordance with
AASHTO M-111 and AASHTO M-232. Bases shall be as manufactured by Oldcastle Precast,
Auburn, WA— Model #5CL-LB, or equal.
E. Junction Boxes: Replace all existing wiring junction boxes adjacent to new light poles with
new composite junction boxes flush mounted in sidewalks, gray color. Boxes will be supplied
by COPA for installation by the Contractor. Pencell #PE-20HDX-GS-XCL-Gray, and #PE-20-
5-Gray extension ring. Where boxes are relocated, Contractor shall re-route existing conduits
to new box locations, remove old boxes, and, where existing conductors are not long enough
to reach new location, provide and install new #6CU between new junction box and the box at
adjacent street light. Conductors shall not be spliced in conduits.
2.3 ALUMINUM POLES
A. Poles: Seamless, extruded structural tube complying with ASTM B 429, Alloy 6063-T6 with
access handhole in pole wall.
1. Shape: Round, tapered.
2. Wall Thickness: Minimum 0.25 inches.
3. Mounting Provisions: Butt flange for 4-bolt mounting on foundation.
4. Alloy base flange.
5. Bolt Circle: 11 inches
6. Finish: Circumferential brushed satin.
B. Grounding and Bonding Lugs: Welded 5/16"-18 threaded lug for attaching grounding and
bonding conductors, and accessible through handhole.
C. Aluminum Finish: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal
Products" for recommendations for applying and designating finishes.
1. Finish designations prefixed by AA comply with the system established by the Aluminum
Association for designating aluminum finishes.
2. Natural Satin Finish: Provide fine, directional, medium satin polish (AA-M32); buff
complying with AA-M20.
D. Shall be one of the following manufacturer catalog numbers, or equal, plus accessories
specified in Paragraph 2.4:
1. Hapco #RTA30F8B4M20-01-M183
2. Valmont #2908-45808T4-D 1-DNA/1 MA0832B-DNA
3. P&K #RTA8X30AAS18EG-FBC
CL06-2012 Page 12 Rev. 8/30/2011
2.4 POLE ACCESSORIES
A. Provide each new pole with a 120 V, 20 A, NEMA 5-20R, duplex receptacle, ground-fault
circuit interrupter type, with a weatherproof cover rated as weatherproof when in use, located
23 feet above finished grade.
B. Power supply conductors shall be provided with a weatherproof fuse holder with replaceable
fuses, mounted in the base behind access cover. Bussman HEB, or equal.
C. Base Covers: Manufacturers' standard metal units, arranged to cover pole's mounting bolts
and nuts. Finish same as pole.
D. Brackets for Luminaires: Detachable mast arm, with pole and adapter fittings of cast
aluminum. Adapter fitting welded to pole and bracket, then bolted together with stainless-steel
bolts.
1. Tapered oval cross section, with straight tubular end section to accommodate luminaire.
2. Length: Eight feet.
3. Rise: Thirty inches.
4. Finish: Same as pole.
5. Hapco #MPB84-007, or equal.
E. Banner Brackets: Provide and install one pair of spring mounted fiberglass banner brackets
for each new pole. Britten "BannerSaver Small" or equal. Install as shown on drawings per
manufacturer's recommendations using "heavy" banding. Reinstall any existing banners on
new poles.
F. Planter Brackets: Provide and install one pair of planter brackets on poles where noted on the
drawings and oriented as detailed. Hapco #HOLD12400, or equal.
2.5 LUMINAIRES
A. Existing luminaires and bird spikes shall be removed and reused. Luminaires or bird spikes
damaged during construction shall be replaced by the Contractor at no cost to the City.
PART 3 - EXECUTION
A. Contractor shall coordinate with PALO to ensure circuits being worked on are de-energized.
B. Contractor to provide all sidewalk removal, excavation, base replacement, backfilling, and
sidewalk restoration. Most existing sidewalks are constructed on fill of unknown composition.
Existing concrete bases in fill areas are typically field-poured to a depth of approximately 10
feet. Contractor shall remove at least the top 3 feet of the old base to get below sidewalk
material. Replacement concrete sidewalks to match existing finish and joint pattern. Refer to
"Standard Specifications" section of"Attachment A" for concrete requirements.
C. Fasten new luminaires to new bracket arms.
1. Use fastening methods and materials selected to resist seismic forces defined for the
application and approved by manufacturer.
D. COPA Street Division will remove and reinstall all pole mounted street signage.
E. Luminaires shall be connected and tested individually or in small groups. Only luminaires on
one side of the street may be out of service overnight. At least one side of any street shall be
CL06-2012 Page 13 Rev. 8/30/2011
maintained in functional condition during construction. No lights shall be out of service more
than one night.
F. Contractor shall provide traffic control in accordance with Washington State Dept. of
Transportation publication M54-44.03 (available on www.wsdot.wa.gov) at all locations. Use
the following standard traffic control plans:
1. TCP-17 at intersections on Highway 101.
2. TCP-5 at pole replacement locations.
3.2 POLE INSTALLATION
A. Existing poles and brackets are to be replaced. Provide and install new pre-cast concrete
base with anchor bolts spaced for new bolt circles. Conduits shall be stubbed out through
base as noted on COPA Standard S003 and one shall be routed to existing junction box.
B. Existing supply conductors shall be removed where new poles are installed. New supply
conductors shall be installed to new poles and lights from adjacent junction boxes. Conductor
shall be five insulated #10 CU meeting NESC Section 230C(2). Two conductors are for the
luminaire, two for the GFI receptacle, and a ground conductor that shall connect to the pole,
luminaire, and the GFI receptacle.
C. COPA staff shall remove signs, banners, etc. from poles being removed, and shall install them
on new poles at heights shown on the drawings, or matching the original mounting heights.
Advise COPA at least two working days in advance of date that signs to be removed for pole
removal.
D. Align new pole foundations and poles for luminaire mounting bracket to be perpendicular to
vehicle travel lanes. Align planter and banner brackets as shown on the drawings.
E. New poles shall be located near the existing pole positions. Remove existing concrete bases
and abandon any unused wire and/or conduit. Poles may be relocated as noted on drawings
where bases cannot be easily removed. Contractor shall provide concrete around poles and
handholes as shown on drawings, and shall remove and replace surrounding sidewalk as
required for pole replacement. Install pavers or concrete to match existing sidewalk.
F. Where noted on drawings, Wireless Network Access Point (WAP) boxes on existing poles
shall be removed and re-installed by Capacity Provisioning, Inc.(CPI) CPI charges shall be
billed directly to the City and not included in the Contractors bid proposal. Contact Bob
Jensen (360-565-8400) to coordinate schedule.
G. Where a traffic signal control cabinet is mounted on an existing street light pole, new pole shall
be installed in the same location. Contractor shall temporarily support control cabinet during
removal and reinstallation of light pole. Traffic signals shall remain in operation during
construction. Coordinate activity with Trent Peppard at PALO.
H. Contractor shall get utilities located prior to any excavation. Any pipes, conduits, etc.
damaged during construction shall be repaired before backfilling. Utilities that were correctly
located shall be repaired at the Contractor's expense. All damaged facilities shall be reported
to COPA.
I. Concrete Pole Foundations: Set anchor bolts during fabrication of pre-cast bases according to
anchor-bolt templates furnished by pole manufacturer. Mount pole with leveling nuts under
base. Verify pole is vertical and tighten top nuts to torque level recommended by pole
manufacturer.
CL06-2012 Page 14 Rev. 8/30/2011
1. Use anchor bolts and nuts selected to resist seismic forces defined for the application
and approved by manufacturer.
2. Grout void between pole base and foundation. Use nonshrink or expanding concrete
grout firmly packed to fill space.
3. Install base covers, unless otherwise indicated.
4. Area around new pole base shall be restored to a condition equal to existing surrounding
area. Sidewalks shall be replaced or repaired as detailed on the drawings.
3.3 CORROSION PREVENTION
A. Aluminum: Do not use in contact with earth or concrete. When in direct contact with a
dissimilar metal, protect aluminum by insulating fittings or treatment.
3.4 GROUNDING
A. Ground new metal poles, devices, and support structures according to NESC Section 215(C).
B. Install 5/8" x 10' grounding electrode in each new handhole, unless otherwise indicated with
#10 CU THHN grounding conductor brought into pole and connected to pole grounding lug or
anchor bolts.
C. Luminaires shall be grounded to support bracket and to aluminum pole.
3.5 FIELD QUALITY CONTROL
A. Inspect each installed fixture for damage. Replace fixtures and components damaged during
construction. Notify COPA of existing damage when discovered. Bird spikes are to be
maintained on all luminaires.
B. Illumination Observations: Verify normal operation of lighting units after installing luminaires
and energizing circuits with normal power source.
C. The City Archaeologist has reviewed the construction plans and determined that the ground
disturbing project is located in locations unlikely to contain intact prehistoric archaeological or
significant historical archaeological I resources. Since this is replacement of existing City
infrastructure it will have no impact on any historic structures in the vicinity of the work area.
The project is also unlikely to encounter archaeological resources given its separation from
areas designated with medium or high archaeological probability due to the presence of at
least 6 feet of fill in the downtown area. The Lower Elwha Klallam Tribe have consulted with
the City on this project and concur with the following conditions:
1. The work may proceed without constant on-site archaeological monitoring or additional
archaeological or historical investigations.
2. Since the City Archaeologist may not be present during construction, if any items
suspected to be historical or archaeological in nature are observed, the ground
disturbance must stop and the City Archaeologist must be contacted for further direction
before ground disturbing work resumes. Work may be moved to another location while
the archaeological stoppage is resolved.
3. The contractor must notify the City Archaeologist of the work schedule on a weekly basis
beginning one week before ground disturbing construction begins. Coordinate work
CL06-2012 Page 15 Rev.8/30/2011
schedule with Derek Beery, telephone (360) 417-4704. The City Archaeologist may
conduct site visits to inspect the ground disturbing actions.
END OF SECTION 16521
CL06-2012 Page 16 Rev.8/30/2011
SECTION 08001 - PAVERS
PART 1 — GENERAL
1.1 SUMMARY
A. This work shall consist of removing and replacing concrete unit paver sidewalk in accordance
with these Specifications and the details shown on the Plans.
1.2 DEFINITIONS
A. AASHTO: American Association of State Highway and Transportation Officials.
B. ANSI: American National Standards Institute
C. ASTM: American Society of Testing Materials
D. COPA: City of Port Angeles
PART 2— PRODUCTS
2.1 MANUFACTURERS
A. Concrete unit pavers shall be the Holland type, manufactured by Westcon Pavers or approved
equal.
2.2 PAVERS
A. COPA will provide the Contractor with two pavers at no cost for each pole included in the
contract. Additional pavers required to replace those damaged during removal may be
purchased from COPA at$2.00 each, up to 200 pavers total. Additional pavers as described
herein must be purchased directly by the Contractor. Concrete pavers meeting the
specifications are available from Mutual Materials Co., 13555 Bel-Red Road, Ste. 232, Bellevue,
Washington, 98005, phone (425)603-0540.
B. The paver specifications shall be as follows:
1. Thickness 60 mm (2 3/8")for sidewalks
2. Length 225 mm (8 7/8")
3. Width 112.5 mm (4 7/16")
C. Colors
1. Antique Color Sidewalk Pavers (Sidewalks)
2. Charcoal Color Sidewalk Pavers (Borders)
2.3 BEDDING AND JOINT FILLER SAND
A. Bedding and joint filler sand shall be medium sand meeting the ASTM C-33 specification for fine
aggregate.
2.4 PAVER JOINT SEALING MATERIAL
CL06-2012 Page 17 Rev.8/30/2011
A. The joints between all of the roadway and pedestrian pavers including the joints between the
pavers and concrete curbs shall be covered with a liquid prepolymer having the following
properties:
1. Type: Moisture cured prepolymer in white spirit solution
2. Appearance: Clear liquid
3. Viscosity: 0.92 poise at 70°F
4. Specific Gravity: 0.95 poise at 70°F
5. Combined Isocyanates: 1.25%
6. Free Isocyanates: 0.2% maximum
7. Chloride Content: nil
8. Flash Point(Able): 115°F (Flammable)
9. Coverage: 85 sq. ft. per U.S. gallon
10. Working Temperature: 40°F to 95°F
11. Initial Curing Time: 1 to 3 Hours
12. Final Curing Time: 12 to 24 Hours
13. Open to Traffic: 12 to 24 Hours
B. A liquid prepolymer meeting the above specifications is ACM Payseel available from ACM North
America, Box 33505, Dundum RPO, Hamilton, Ontario, Canada L8P4X4, phone
(905) 570-1552, fax (950) 570-0305 or approved equal.
2.5 CRUSHED SURFACING TOP COURSE
A. Crushed surfacing top course material shall meet requirements of section 9-03.9(3) "Crushed
Surfacing" in the Standard Specifications.
2.6 GEOTEXTILE FABRIC
A. Geotextile fabric shall be used as a base for the placing of the bedding sand. Textiles shall be
nonwoven pervious sheets of polyester or polypropylene fibers oriented into a stable network so
that the fibers retain their relative position with respect to each other. The textile shall be
resistant to mildew and rot, ultraviolet radiation, insects, and rodents. The material shall be
composed of continuous or discontinuous (staple)fabrics. If needle punching is part of the
manufacturing process, the manufacturer shall provide proof that analysis and removal of
broken needles is accomplished as part of a quality control program. Textiles shall be furnished
in a protective wrapping.
B. Textiles shall be 8 ounces and meet the following minimum average roll properties:
Physical Properties Test Method Requirements
Weight, oz/sq.yd., nominal ASTM D 3776 8
Grab Tensile Strength lbs, min. ASTM D 4632 200
Grab Elongation, % min. ASTM D 4632 50
Mullen Burst, psi, min. ASTM D 3786 300
Puncture Resistance, lbs. ASTM D 4833 95
Trapezoidal Tear, lbs. ASTM D 4533 75
2.7 CONCRETE BLENDING STRIP
A. Materials for the concrete blending strip shall meet the requirements of Standard Specifications
Section 8-14 and shall be measured and paid as Cement Concrete Sidewalk under the
appropriate bid item.
PART 3— INSTALLATION
CL06-2012 Page 18 Rev.8/30/2011
A. The Contractor shall be responsible for paver security and condition until they are installed and
accepted by COPA. The Contractor shall be responsible for storage and transportation of all
pavers from the COPA storage yard at 1703 S "B" Street.
B. Pavers shall be stored on non-staining wood skids or pallets set not less than 4 inches above
ground, covered with a non-staining waterproof membrane but allow air to circulate around
stones. Place and stack skids and pavers to distribute weight evenly and to prevent breakage
or cracking of pavers.
3.2 BEDDING SAND INSTALLATION TECHNIQUE
A. The bedding sand for sidewalk pavers shall be screened and compacted to the thickness
recommended by the paver manufacturer.
B. Prior to placing the pavers on the bedding sand, the sand shall be compacted by a vibratory
plate compactor. The bedding sand shall be compacted by two passes of a vibratory plate
compactor and a smooth surface shall be obtained on this material. The bedding sand shall
have a moisture content that permits full compaction to be achieved by this method and shall
not be so wet that water is forced out of the material.
C. Following the compaction of the sand, approximately 1/4-inch thickness of sand shall be
screened over the compacted sand. This layer shall be left loose until the installation of the
pavers.
D. Following the installation of the bedding sand, and prior to the installation of the pavers, the
sand shall be kept covered and no pedestrians or workers shall walk over the compacted sand.
E. Any disturbance of this sand shall be remedied prior to the installation of the pavers. Screeding
thickness shall be ensured by placing screeding rails in the bedding sand, and once these rails
have been removed, sand shall be placed in the gaps left by the rails.
F. All bedding sand material shall be covered prior to installation in order to prevent the surface
parts of the stockpile from becoming saturated. Should any sand become saturated, it shall be
either discarded or dried sufficiently prior to installation.
3.3 INSTALLATION OF SIDEWALK PAVERS
A. The laying patterns are as shown on the Plans. The antique colored pavers will be placed over
the entire sidewalk areas except for the borders. The charcoal colored pavers will be used for
the sidewalk borders.
B. Sidewalk pavers shall be installed by hand by the normally accepted practice for flexibly bedded
paver installation. This shall comprise of careful placement of the pavers on the compacted
bedding sand. The pavers shall be placed to string lines to ensure the surface pattern is
reproduced accurately. The pavers shall be installed according to the colors and patterns
shown on the Plans to ensure that the pattern is as specified. If the existing walk does not drain
toward the curb, the Engineer may direct the Contractor to adjust the sidewalk paver cross
slope to drain toward the street, when possible.
C. The pavers shall be placed such that gaps are left between neighboring units to allow sand to
enter either from beneath or from above to fill the gaps. The nominal gap shall be 3/32 of an
inch.
D. All pavers placed within a working day shall be vibrated before the end of that day except for
those pavers within 2 feet of the laying face, which shall be left unvibrated. Any such pavers left
in this state that migrate prior to the eventual vibration shall be relayed. Prior to laying pavers at
the start of each day, string lines shall be used to ensure that those pavers previously laid are in
their original locations.
CL06-2012 Page 19 Rev.8/30/2011
E. The pavers shall be vibrated into the bedding sand by the use of a plate vibrator having a
neoprene sole plate. The plate vibrator shall have the following properties or alternatively shall
provide compactive effort equal to or greater than the specified machine.
1. Plate size 19.5 inches x 27.5 inches
2. Centrifugal force 6,520 pounds
3. Frequency 5,900 Hz
F. All of the above properties are achieved by the Wacker Model BPU295OR, which is commonly
used to vibrate pavers in this way.
G. Two passes of this plate vibrator shall be made over all of the laid pavers. Following this,joint
filler sand shall be spread over the surface and this sand shall be swept one pass ahead of the
plate vibrator so that the joints in the pavers are filled.
H. The paver surface shall be inspected 24 hours following the vibration and any joints that are not
fully filled with sand shall be filled and a further pass of the plate vibrator shall be undertaken.
This shall be repeated after 7 days.
I. All edge pavers that need to be cut shall be sawn. Where possible, previously cut and retrieved
pavers may form the edge. All cut paver pieces not reused are to be salvaged.
J. See Detail in drawings for installation of street light bases in sidewalk paver area.
K. Pavers may be field cut as necessary for installation and shall comply with the following
requirements. For sidewalk pavers, cut pavers are to be no smaller than 3 inches in any
direction. The paver cutting operation shall be shielded within a portable shed or similar
enclosure.
L. The Contractor shall provide weather protection during placement of pavers. Within the
construction area, tarps or other suitable material shall be used to protect and maintain
specified moisture contents, prevent wind disturbance of bedding sand, and generally maintain
optimum installation conditions.
3.4 APPLICATION OF JOINT SEALING MATERIAL
A. The joint sealing material shall be squeegeed across the surface and into the joints between the
pavers. The sealing material requires the presence of moisture to aid curing. If the jointing
sand is dry, the application of the sealing material shall be preceded by spraying the surface
with water in accordance with manufacturer's instructions. Water should be sprayed at the rate
of 1 gallon per square yard. All of the jointing sand shall be damp and none shall be saturated.
B. Following the applications of the joint sealing material, the pavement shall be kept protected
from the weather for a period of 12 hours and attendants shall be provided by the Contractor to
avoid any type of foot or other traffic on this material. Precipitation shall not be allowed on the
surface for 3 hours following application.
C. Any surplus material shall be removed from the pavement surface within 1 hour of the material
being applied.
D. Forty-eight hours following the application of the sealing material, a further pass of the specified
plate vibrator shall be undertaken after joint filler sand has been sprinkled over the surface. The
purpose of this is to abrade away the sealant that has remained on the surface of the pavers.
This shall be repeated until all of the sealant has been removed.
E. The surface may be opened to traffic immediately following removal of the sealant from the
surface.
CL06-2012 Page 20 Rev.8/30/2011
3.5 LEVELS
A. Any conflict between the levels specified shall be resolved by the Engineer.
B. Where pavers abut other materials, the surface of the pavers shall be approximately 3/16 inch
higher than the neighboring materials including any obstruction within the pavement surface.
C. The levels have been developed in order to ensure that bedding sand thickness does not
exceed 1 '/2 inches in any location. Any location where it appears that 1 Yz inch thickness is
being exceeded shall be reported immediately to the Engineer.
3.4 MEASUREMENT AND PAYMENT
A. Project is based on a lump-sum price. The lump sum contract shall constitute full compensation
for all labor, materials, tools, and equipment required to remove and construct as required the
concrete unit paver sidewalks as specified, including pavement sawing, placement of crushed
surfacing material, placement of geotextile material, sign sleeves, and constructing grout and
concrete collars around light poles and junction boxes, etc. within the paver areas as shown on
the Plans. All costs associated with replacement of appurtenant facilities such as handholes,
shall be included in the contract bid price.
CL06-2012 Page 21 Rev.8/30/2011
CITY OF PORT ANGELES
3
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TABLE OF CONTENTS LEGEND CONTACTS Q
SHEET 1: COVER PAGE,PROJECT OVERVIEW - °DTy
TERRY DAHLOUIS7 ELECTRICAL ENGINEERING MANAGER (360)417702
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SHEET 2: BASE BID DETAIL —SHEET
I BRIAN ANDERS ELECTRICAL ENGINEERING SPEC I (360)912-2270
SHEET 3: ADDITIVE BIDS(1-3) 0 9
CONTRACT LIGHT POLE D/4
SHEET 4: DETAILS-SIDEWALK JAMES KLARR LIGHT OPERATIONS MANAGER (360)417-4731
SHEET 5: DETAILS-SIDEWALK(cont.),BRACKETS XX POLE NUMBER TRAFFIC SIGNAL GEORGE DRAKE JOB SITE COORDINATOR (360)808-5802 U
SHEET 7: DETAILS WN POLE WIRING
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BOB JENSEN(360) 565-8400 BOB JENSEN(360) 565-8400 Q: p to
REMOVE& DISPOSE GUY ATTACHED
105 19-EP-06 124 E I ST ST A/4,A/5,C/5 � �
OS 19-DP-33 102 E FRONT ST C/4, A/5,C/5 1 O v1
TO BUILDING � N
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0
ADDITIVE#3 v 0
POLE LOCATE# ADDRESS DETAILS NOTES
30l 19-DS-27 W 1ST ST D/4, A/5 RESTORE APPROX. 51 x 10'W OF SIDEWALK v'a
Q a �3
30 19-DS-25 W 1ST ST B/4,A/5 RESTORE APPROX. 51 x I PW OF SIDEWALK
303 19-DS-24 313 W IST ST D/4,A/5,C/5 RESTORE APPROX. 51 x 8'W OF SIDEWALK
04
19-ES-15 314 W IST ST D/4,A/5,C/5 RESTORE APPROX. 5'L x 11'W OF SIDEWALK
U
OS 19-DS-18 305 W IST ST D/4 RESTORE APPROX. 41 x 6'W OF SIDEWALK 3 of 7
A/4 NOTES: B/4 NOTES: C/4 NOTES: D/4 NOTES: n
1. NEW POLE LOCATION WILL BE ON OPPOSITE 1.NEW POLE LOCATION WILL BE ON OPPOSITE 1.REMOVE EXISTING CONCRETE BASE.INSTALL 1. REMOVE EXISTING CONCRETE BASE. INSTALL
SIDE OF THE EXISTING HANDHOLE. INSTALL SIDE OF THE EXISTING HANDHOLE. INSTALL NEW(14"x I4"x60")PRECAST BASE IN SAME NEW(14"xl4"x60")PRECAST BASE IN SAME
NEW(14"xl4"x60")PRECAST BASE IN NEW NEW(14"x14"x60")PRECAST BASE IN NEW LOCATION LOCATION _- -----
-LOCATION
__—LOCATION L-OC-ATION
2.RESTORE DECORATIVE BRICK PATTERN TO 2. DETAIL SHOWS A TYPICAL CONCRETE
2. REMOVE EXISTING CONCRETE BASE OR 2. REMOVE EXISTING CONCRETE BASE OR MATCH EXISTING WHEN COMPLETE PAVEMENT RESTORATION. REPAIRS DIFFER
BREAK UP TO A DEPTH OF 3 FEET BREAK UP TO A DEPTH OF 3 FEET BETWEEN LOCATIONS AND SHALL BE MADE
3. CAREFULLY REMOVE PAVERS TO AVOID OUTWARD IN ALL DIRECTIONS FROM LIGHT AND
3. INSTALL DECORATIVE BRICK PATTERN TO 3. DETAIL SHOWS A TYPICAL CONCRETE DAMAGING AND RE-INSTALL AFTER POLE HAND HOLE TO NEAREST EXPANSION JOINT,
MATCH EXISTING WHEN RESTORATION IS PAVEMENT RESTORATION.REPAIRS DIFFER REPLACEMENT CONSTRUCTION JOINT, OR AS FURTHER
COMPLETE BETWEEN LOCATIONS AND SHALL BE MADE DESCRIBED IN POLE NOTES(SHEETS 2 AND 3), r
OUTWARD IN ALL DIRECTIONS FROM LIGHT AND 4. SEE DETAIL B, SHEET 6 FOR PAVER MINIMUM RESTORATION ASSUMED IS 41 x 6'W
4. SEE DETAIL B, SHEET 6 FOR PAVER HAND HOLE TO NEAREST EXPANSION JOINT, RESTORATION DETAILS 0
RESTORATION DETAILS CONSTRUCTION JOINT,OR AS FURTHER a
DESCRIBED IN POLE NOTES (SHEETS 2 AND 3 r
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STREET NEW HAND HOLE STREET NEW HAND HOLE d
CURB LIGHT POLED AT EXISTING CURB LIGHT POLED AT EXISTING CURB IGHT POLE NEW HAND HCA A NEW HAND HOLE AT
LOCATION BE REMOVED LOCATION EXISTING LOCATION CURB LIGHT POLE EXISTING LOCATION
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ry
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GENERAL NOTES: 1O o
ou
1. SWAPPING POSITION OF LIGHTS WITH RATHER THAN REPLACING IN EXISTING 4. INSTALL NEW CONCRETE PAD, EXCAVATION. THE CONTRACTOR WILL ALSO BE U m
HANDHOLES MAY BE DONE AT CONTRACTORS LOCATION.THIS CAN BE DONE IF A WRITTEN APPROXIMATELY 21 x 4'W SURROUNDING NEW RESPONSIBLE FOR MAINTAINING ALL LOCATE
DISCRETION. EXTEND OR SHORTEN CONDUIT& REQUEST IS MADE TO ELECTRICAL HANDHOLE AND LIGHT POLE BASE MARKS ONCE THE UTILITIES HAVE BEEN
WIRE RUNS AS NECESSARY AT NO COST TO THE ENGINEERING AND WRITTEN APPROVAL IS LOCATED
CITY. NO SPLICING OF EXISTING WIRING WILL BE RETURNED. ANY DIFFICULTIES OR ADDITIONAL 5. THE CONTRACTOR SHALL BE FULLY Lw=? g
ALLOWED, NEW WIRES MUST BE PROVIDED AND WORK ENCOUNTERED BECAUSE OF THE RESPONSIBLE FOR THE LOCATION AND
INSTALLED CONTRACTORS CHOICE OF LOCATION, WILL NOT PROTECTION OF ALL EXISTING UTILITIES. t eBE AN ADDITIONAL COST TO THE CITY THE CONTRACTOR SHALL VERIFY ALL UTILITY2.THE CONTRACTOR MAY PREFER TO KEEP THE LOCATIONS PRIOR TO CONSTRUCTION BYLIGHT POLE& BASE AT EXISTING LOCATION 3. REPLACE EXISTING HANDHOLE ASSEMBLIES CALLING THE UNDERGROUND UTILITYRATHER THAN RELOCATING AS SHOWN IN WITH NEW ONES AT LOCATION SPECIFIC TO LOCATION CENTER AT 1-800-424-5555 A MINIMUMDETAILS A/4& B/4,OR ALTERNATELY RELOCATE EACH DETAIL OF 48 BUSINESS HOURS PRIOR TO ANY
dal ti
U
LIGHT POLE REPLACEMENTS - SIDEWALK DETAILS 4 of 7
A/5 NOTES: B/5 NOTES: C/5 NOTES:
h
1. ADJUST UPPER BANNER BRACKETS AS NEEDED AS BANNER 1. INSTALL PLANT HANGING BRACKETS PERPENDICULAR TO 1. INSTALL PLANT HANGING BRACKETS BACK TO BACK AND
SIZES MAY DIFFER.MOUNTING HEIGHT SHOWN IS TO BE USED EACH OTHER WITH ONE BRACKET 3 INCHES HIGHER THAN THE PARALLEL TO THE STREET AT A HEIGHT OF 11 FOOT 6 INCHES c
AS A GUIDELINE AND ACHIEVED WHEN POSSIBLE. MAINTAIN 15 OTHER TO ACCOMMODATE BRACKET MOUNTING COLLAR ABOVEGROUND
FOOT GROUND CLEARANCE TO LOWER BANNER BRACKET
WITH ALL INSTALLATIONS 2. BRACKETS ARE TO BE ORIENTED IN RELATION TO THE 2. PLANTERS ARE NOT IN CONTRACT
CORNER THAT THEY ARE ON(ex: pole at NW corner, 1 plant bracket
2. CONTRACTOR TO RE-INSTALL EXISTING BANNERS,WHERE would be installed on the north of pole, 1 on the west)
PRESENT
3. MAINTAIN 1 F-6" GROUND CLEARANCE TO LOWER PLANTER
3. INSTALL BANNERS PERPENDICULAR TO TRAFFIC FLOW AND BRACKET
OVER ROADWAY
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NEW B MASTARM, SIDE VIEW SIDE VIEW F
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RE-USE EXISTIN \
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STREET SIGNS' 21'
TO BE REMOVED \.�.� STREET `
ANDRE-INSTALLED zp 5
BY OTHERS
15'
STREET ILI
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LIGHT POLE REPLACEMENTS - BRACKET DETAILS
5of7 ®
A/6 NOTES: B/6 NOTES: °
1. INSTALL ANCHOR BASE TO I"ABOVE GROUND LINE 1. REMOVE PAVERS CAREFULLY,EXISTING PAVERS ARE TO BE 3. CITY WILL PROVIDE UP TO 2 PAVERS PER POLE(70 total s
RE-USED. SUGGESTED METHOD IS TO BREAK A COUPLE OF THEM, maximum)AT NO CHARGE TO CONTRACTOR. ADDITIONAL
2. ONCE POLE IS LOWERED ONTO ANCHOR BOLTS, LEVEL POLE BEGINNING A RELIEF AREA. THE REST SHOULD THEN BE EASY TO PAVERS MAY BE PURCHASED FROM CITY FOR$2 EACH, UP TO
AND SECURE, THEN FILL EXISTING GAP CREATED BETWEEN BASE REMOVE WITHIN THE VACATED SPACE 200 MAXIMUM.ADDITIONAL PAVERS,IF REQUIRED, MUST BE
AND POLE WITH GROUT. ORDERED BY THE CONTRACTOR FROM THE QUARRY
2. REFER TO SPECIFICATIONS FOR PAVER INSTALLATION
3. HANDHOLE INSTALLATION IS TYPICAL FOR ALL POLES PROCEDURE AND PROPER MATERIAL USED
4. CONDUIT FILL CONSISTS OF 546 cu: 240V FOR STREET LIGHTS,
120V FOR PEDESTRIAN LIGHTS & RECEPTACLES,AND A CIRCUIT ~
CONCRETE U
GROUNDING CONDUCTOR. MAINTAIN EXISTING CONNECTIONS. CONCRETE PAVER
w BLENDING STRIP
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LIGHT POLE REPLACEMENTS - DETAILS
6of7 ®
CONTACTORS
CONTACTOR SYMBOL LEGEND GENERAL NOTES
TTTT TTTT PHOTO EYE D METERED CIRCUIT SOURCES D LOCATION OF 100 AMP METERED SERVICE FOR LIGHTING, COLOR INDICATES CIRCUIT.
ST.LT. LOADS PLUG LOADS
COIL COIL PROJECT POLES AL
LOCATIONS FtOi EVENT POWER (OUTLETS).
EYE CONTACT O STREET LIGHT SERVED U/G.
U ADDED RECEPTACLES USED FOR EVENTS THE RECEPTACLES NORMALLY TURN ON Alm 6F WITH LIGHTING CONTROL.
yJ STREET LIGHT SERVED O/H (15DV HPS) THE EVENT SWITCH TURNS ON THE RECEPTACLES ONLY FOR CONTINUOUS EVENT USE.
{Yl} STREET LIGHT SERVED O/H (15DV IND) e) EVENT AND EXISTING PHOTO EYE BY-PASS SWITCHES ARE LOCATED AT EXTERIOR OF CONTROL BOX
NEUTRAL ■ PEDESTRIAN LIGHT (70 W H.P.SODIUM) WITH CONTRDL BOX WITH LOCKABLE RAINTIGHT COVERS.
HOT Photo eye by-pass switch Is labeled 'Photo Eye By-pass' on/off..
GFCI RECEPTACLE. Event switch Is labeled 'Event9 'Nornal.'
AB HOT
PH070 EYE OUTLET ON ITS OWN 20AMP BREAKER 3) EACH RECEPTACLE IS ON A SEPARATE BREMER
BY-PASS TT
A RECEPTACLE IS ON ITS OWN 20 AMP BREAKER U
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-FOR EVENTS, > SEE FDR. SHT. 00-5 U
POSITION 02 RECEPTACLES STAY ON a. ¢Ja
(NOT CONTROLLED WITH LIGHTS). `W ®
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LIGHT POLE REPLACEMENTS - EXISTING WIRING SCHEMATIC
7 of 7
City of Port Angeles ATTACHMENT "B"
Engineering Office
Public Works and Utilities Department INSURANCE
360-417-4700
INSURANCE &INDEMNITY REQUIREMENTS FOR
CONSTRUCTION AND SERVICE CONTRACTS
Includes construction and remodeling,janitorial service, tree maintenance, road maintenance,painting, electrical
work,plumbing, movers, and on site maintenance agreements.
Indemnification / Hold Harmless
The Contractor shall defend, indemnify and hold the City, its officers, officials, employees and volunteers
harmless from any and all claims, injuries, damages, losses or suits including attorney fees, arising out of or in
connection with the performance of this Agreement, except for injuries and damages caused by the sole
negligence of the City.
Should a court of competent jurisdiction determine that this Agreement is subject to RCW 4.24.115, then, in the
event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting
from the concurrent negligence of the Contractor and the City, its officers, officials, employees, and volunteers,
the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. It is further
specifically and expressly understood that the indemnification provided herein constitutes the Contractor's waiver
of immunity under Industrial Insurance. Title 51 RCW, solely for the purposes of this indemnification. This waiver
has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or
termination of this Agreement.
Insurance
The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries
to persons or damage to property which may arise from or in connection with the performance of the work
hereunder by the Contractor, their agents, representatives, employees or subcontractors.
No Limitation
Contractor's maintenance of insurance, its scope of coverage and limits as required herein shall not be construed
to limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit the City's
recourse to any remedy available at law or in equity.
Minimum Scope of Insurance
Contractor shall obtain insurance of the types described below:
1. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall
be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent
liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage.
2. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 and shall cover
liability arising from premises, operations, independent contractors, products-completed operations, stop
gap liability, personal injury and advertising injury, and liability assumed under an insured contract. The
Commercial General Liability insurance shall be endorsed to provide the Aggregate Per Project
Endorsement ISO form CG 25 03 1185 or an equivalent endorsement. There shall be no endorsement or
modification of the Commercial General Liability Insurance for liability arising from explosion, collapse or
underground property damage. The City shall be named as an insured under the Contractor's Commercial
General Liability insurance policy with respect to the work performed for the City using ISO Additional
Insured endorsement CG 20 10 10 01 and Additional Insured-Completed Operations endorsement CG 20
37 10 01 or substitute endorsements providing equivalent coverage.
CL06-2012 Page 21 Rev. 8/30/2011
3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of
Washington.
Minimum Amounts of Insurance
Contractor shall maintain the following insurance limits:
1. Automobile Liability insurance with a minimum combined single limit for bodily injury and property
damage of$1,000,000 per accident.
2. Commercial General Liability insurance shall be written with limits no less than $1,000,000 each
occurrence, $2,000,000 general aggregate and $2,000,000 products-completed operations aggregate
limit.
Other Insurance Provision
The Contractor's Automobile Liability and Commercial General Liability insurance policies are to contain, or be
endorsed to contain that they shall be primary insurance as respect the City. Any insurance, self-insurance, or
insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not
contribute with it.
Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best rating of not less than A: VII.
E. Verification of Coverage
Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including
but not necessarily limited to the additional insured endorsement, evidencing the insurance requirements of the
Contractor before commencement of the work.
F. Subcontractors
The Contractor shall have sole responsibility for determining the insurance coverage and limits required, if any, to
be obtained by subcontractors, which determination shall be made in accordance with reasonable and prudent
business practices.
G. Notice of Cancellation
The Contractor shall provide the City and all Additional Insureds for this work with written notice of any policy
cancellation, within two business days of their receipt of such notice.
H. Failure to Maintain Insurance
Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of
contract, upon which the City may, after giving five business days notice to the Contractor to correct the breach,
immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all
premiums in connection therewith, with any sums so expended to be repaid to the City on demand, or at the sole
discretion of the City, offset against funds due the Contractor from the City.
CL06-2012 Page 22 Rev. 8/30/2011
City of Port Angeles ATTACHMENT "C"
Engineering Office PREVAILING WAGE RATES
Public Works and Utilities Department
360-417-4700
Prevailing Wage Rates Information Below:
1. Washington State Prevailing Wage Rates For Public Works Contracts—Journey Level and Apprentices,
Clallam County, effective 5/10/2013.
2. To access applicable prevailing rate of wage by trade, use the following Department Labor and Industries
website link: htto://www.ini.wa.govlTradesLicensino/PrevWage/WageRates/default.asi)
3. A copy of the applicable prevailing wage rates can be obtained by contacting Lucy Hanley at 360-417-4541 or
by email, IhanleyCalcityofpa.us. A hard copy is available for viewing in person at 1703 South B Street, Port
Angeles, WA. 98363.
CL06-2012 Page 23 Rcv. 8/30/2011
City of Port Angeles ATTACHMENT "D"
Engineering Office
Public Works and Utilities Department PERFORMANCE BOND
360-417-4700 &
RETAINAGE
PERFORMANCE and PAYMENT BOND
Bond to the City of Port Angeles Bond#
KNOW ALL MEN BY THESE PRESENTS:
That we,the undersigned, as Principal,and
a corporation,organized and existing under the laws of the State of Washington,as a surety corporation, and qualified under
the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations as surety,are
jointly and severally held and firmly bound to the City of Port Angeles in the penal sum of $
for the payment of which sum on demand we bind ourselves and our successors,
heirs,administrators or personal representatives,as the case may be.
This obligation is entered into pursuant to the statutes of the State of Washington and the ordinances of the City of Port
Angeles.
Dated at ,Washington, this day of 12013.
The conditions of the above obligation are such that:
WHEREAS, the City of Port Angeles has let or is about to let to the said
the above bounded Principal, a certain contract, the said contract being numbered CL06-2012 and providing for Light Pole
Replacement(which contract is referred to herein and is made a part hereof as though attached hereto),and
WHEREAS, the said Principal has accepted,or is about to accept, the said contract,and undertake to perform the work
therein provided for in the manner and within the time set forth;now, therefore,
If the said Principal, ,shall faithfully perform all of the provisions
of said contract in the manner and within the time therein set forth,or within such extensions of time as may be granted under
said contract,and shall pay all laborers, mechanics,subcontractors and materialmen,and all persons who shall supply said
Principal or subcontractors with provisions and supplies for the carrying on of said work,and shall indemnify and hold the
City of Port Angeles harmless from any damage or expense by reason of failure of performance as specified in said contract
or from defects appearing or developing in the material or workmanship provided or performed under said contract within a
period of one year after its acceptance thereof by the City of Port Angeles, then and in that event, this obligation shall be
void;but otherwise,it shall be and remain in full force and effect.
Signed this day of 20_
Surety Principal
By By
Title Title
Surety Address Agent Address
Surety Contact and Phone Number Agent Contact and Phone Number
CL06-2012 Page 24 Rev. 8/30/2011
I
City of Port Angeles ATTACHMENT "E"
Engineering Office FORMS
Public Works and Utilities Department
360-417-4700
REQUEST FOR INFORMATION (RFI) FORM
PROJECT NAME:
PROJECT/CONTRACT NUMBER:
ORIGINATOR: 0 Owner 0 Contractor
ITEM:
REFERENCE DRAWING OR SPECIFICATION:
DESCRIPTION OF CLARIFICATION/REQUEST:
DATE REPLY REQUESTED: CRITICAL TO SCHEDULE: 0 YES ❑ NO
ORIGINATOR SIGNATURE: DATE:
COMMENTS:
RFI Number:
CL06-2012 Page 25 Rev. 8/30/2011
*- V
N
CONTRACT CHANGE ORDER (CCO) NO.
SETO
Project Name Date
Contractor Project No.
DESCRIPTION OF WORK
You are ordered to perform the following described work upon receipt of an approved copy of this Change Order:
1. Describe work here
2. Additional work, etc....
Such work will be compensated by:check one or more of the following as applicable [ ] Increase or[ ] Decrease in bid
items; [ ] Force Account; [ ] Negotiated Price: The described work affects the existing contract items and/or adds and/or
deletes bid items as follows:
Item Description RFI# Qty. Unit S Cost Per Unit S Cost Net S CostAdj.Days
No.
1 Ong.
Rev.
2 Ong.
Rev. 11
ORIGINAL CURRENT EST.NET CHANGE TOTAL CHANGE ORDERS, EST.CONTRACT AFTER
CONTRACT CONTRACT THIS CHANGE ORDER INCLUDING THIS ONE THIS CHANGE ORDER
DAYS:XX DAYS: YY DAYS: ZZ DAYS:XX+ZZ-YY DAYS: YY+ZZ
*Amount with applicable sales tax included
All work,materials and measurements to be in accordance with the provisions of the original contract and/or the standard specifications and special
provisions for the type of construction involved. The payments and/or additional time specified and agreed to in this order include every claim by the
Contractor for any extra payment or extension of time with respect to the work described herein,including delays to the overall pmjmt.
APPROVED BY: SIGNATURE: DATE:
PROJECT ENGINEER
CITY ENGINEER
CONTRACTOR
PUBLIC WORKS&UTILITIES DIRECTOR
CITY MANAGER
CITY COUNCIL APPROVAL DATE:
CL06-2012 Page 26 Rev. 8/30/2011
CONTRACTOR'S APPLICATION FOR PAYMENT
PROJECT Light Pole Replacement PROJECT NO. CL06-2012
Page 1 of 2
TO: City of Port Angeles DATE:
Public Works&Utilities Department
P.O. Box 1150
Port Angeles,WA 98362
FROM: PAYMENT REQUEST NO.
PERIOD From: to [end of period]:
STATEMENT OF CONTRACT ACCOUNT
1 Original Contract Amount(Excluding Sales Tax) $
2 Total Value of Approved Change Order No(s). (Excluding Sales Tax) $
3 Adjusted Contract Amount[l+2] $
4 Value of Work Completed to Date (per attached breakdown) $
5 Material Stored on Site(per attached breakdown and material receipts) $
6 Subtotal [4+5] $
7 8.4%Sales Tax(at 8.4%of Subtotal), As Applicable $
8 Less Amount Retained(at 5%of subtotal) $
9 Subtotal [6+7-8] $
10 Total Previously Paid $
11 AMOUNT DUE THIS REQUEST [9-10] $
WAIVER OF CLAIMS FOR EXTRA COST OR TIME: The undersigned Applicant waives and
releases, up through the date hereof, any and all claims for costs or item extensions arising out of or
relating to extra or changed work or delays or acceleration not specifically identified and reserved in the
amounts identified below or previously acknowledged in writing by the City of Port Angeles.
CERTIFICATE OF THE CONTRACTOR: I hereby certify that the work performed and the
materials supplied through the ending period date noted above represent the actual value of
accomplishment under the terms of the contract (and all authorized changes) between the Applicant and
the City of Port Angeles, relating to the above referenced project, and that the remaining contract
balance is sufficient to cover all costs of completing the work in accordance with the contract
documents.
Continued on Page 2
CL06-2012 Page 27 Rev. 8/30/2011
CONTRACTOR'S APPLICATION FOR PAYMENT
Page 2 of 2
I also certify that all lower-tier payments, less applicable retention, have been made by the Applicant for the
periods covered by previous payment(s) received by the Applicant to (1) all lower-tier subcontractors/suppliers,
and (2) for all materials, equipment and labor used or in connection with the performance of this contract. I
further certify that I have complied with all federal, state and local tax laws, including Social Security laws and
Unemployment Compensation laws and Workmen's Compensation laws, insofar as applicable to the performance
of this work, and have paid all such taxes, premiums and/or assessments arising out of the performance of the
work.
I further certify that, to the best of my knowledge, information and belief, all work for which previous payment(s)
have been received shall be free and clear of liens, claims, security interests and encumbrances in favor of the
Contractor, subcontractors, material suppliers, or other persons or entities making a claim by reason of having
provided labor, materials and equipment relating to the work.
Within seven (7) days of receipt of the payment requested herein, all payments, less applicable retention, will be
made through the period covered by this pay request to all my lower-tier subcontractors/suppliers and for all
materials, equipment, labor, taxes and assessments arising out of the performance of all said lower-tire work.
DATED:
CONTRACTOR:
SIGNATURE:
PRINTED NAME AND TITLE:
SUBSCRIBED AND SWORN to before me this day of , 20 .
Notary Public in and for the State of
residing at
My appointment expires
APPROVAL:
Project Manager
Date
City Engineer
Date
CL06-2012 Page 28 Rev. 8/30/2011
I
�10F PORT 4n.CP
CERTIFICATION OF
`—s
WORK COMPLETION AND ACCEPTANCE
PROJECT:
PROJECT NO.:
All work on the above referenced project has been completed in accordance with the contract documents and the
final inspection and the warranty provision included therein or relating thereto.
The final estimate in the amount of $ , including any applicable taxes, has been reviewed and
is in agreement with our records. I further certify that the final estimate amount shown above is a true and
correct statement showing all the monies due me from the City of Port Angeles for work performed and material
furnished under this contract. City Council acceptance and final payment, including retained percentages, is
hereby respectfully requested.
, Contractor, hereby releases the City of Port Angeles, Washington, from any
and all liens arising out of this Contract or is, herewith, providing a bond covering all unpaid obligations for work,
materials, equipment or any other liens outstanding on this Contract.
CONTRACTOR:
ADDRESS:
AUTHORIZED OFFICIAL: DATE:
CL06-2012 Page 29 Rev. 8/30/201
City of Port Angeles ATTACHMENT"F"
Engineering Office
Public Works and Utilities Department ADDENDUM
360-417-4700
Attached —Addendum 1
CL06-2012 Page 31 Rev. 8/30/2011
o OE pO ADDENDUM NO. 1
TO
PROJECT MANUAL
FOR
Gc`T�FmS LIGHT POLE REPLACEMENT
PROJECT NO. CL06-2012
NOTICE TO PROSPECTIVE BIDDERS
June 21, 2013
Bid opening remains unchanged for June 28, 2013, 2:00 pm.
NOTICE IS HEREBY GIVEN that the instructions and requirements of the subject bid are
amended as follows:
Instructions to Bidders:
1. Substitute the enclosed revised Bid Form for the original Bid Form in the contract
documents.
Specifications:
1. Page 15-Paragraph 16521-3.5: The City Archaeologist has reviewed the
construction plans and determined that the ground disturbing project is located in
locations unlikely to contain intact prehistoric archaeological or significant
historical archaeological 1 resources. Since this is replacement of existing City
infrastructure it will have no impact on any historic structures in the vicinity of the
work area. The project is also unlikely to encounter archaeological resources given
its separation from areas designated with medium or high archaeological probability
due to the presence of at least 6 feet of fill in the downtown arca. The Lower Elwha
Klallam Tribe have consulted with the City on this project and concur with the
following conditions:
a. The work may proceed without constant on-site archaeological monitoring or
additional archaeological or historical investigations.
b. Since the City Archaeologist may not be present during construction, if any
items suspected to be historical or archaeological in nature are observed,the
ground disturbance must stop and the City Archaeologist must be contacted for
further direction before ground disturbing work resumes. Work may be moved
to another location while the archaeological stoppage is resolved
c. The contractor must notify the City Archaeologist of the work schedule on a
weekly basis beginning one week before ground disturbing construction begins.
Coordinate work schedule with Derek Beery, telephone(360)417-4704. The
City Archaeologist may conduct site visits to inspect the ground disturbing
actions.
Project No.: CL06-2012
Page 1 Rev 06/21/2013
Drawings:
1. Sheet 2 of 7,Pole 19: Contractor to remove and re-install existing flag luminaire on
new pole.
2. Sheet 6 of 7, Detail B: Structural soil should exist only under pavers within 5 feet of
tree pits. Replace only if encountered.
This addendum'fle be acknowledged in the space provided on the project Bid Fonn when it is submitted to the City with
your bid.Failure to do may result in the bid being rejected as being non-responsive
is a�el/C. Puntenney, . .
City Engineer
END OF ADDENDUM NO. 1
Project No.: CL06-2012
Page 2 Rev 06!2112013
BID FORM
LIGHT POLE REPLACEMENT
Project CL06-2012
Page 1 of 2
Honorable Mayor and City Council
Port Angeles City Hall
321 East Fifth Street
Port Angeles, WA 98362
BIDDER:
The undersigned,hereinafter called the bidder, declares that the only person(s) interested in this bid are
those named herein; that the bid is in all respects fair and without fraud; and that it is made without any
connection or collusion with any other person making a bid on this project.
The bidder further declares that it has carefully examined the plan, specifications, and contract
documents,hereinafter referred to as the Project Manual, for the construction of the proposed project
improvement(s); that it has personally inspected the site(s); that it has satisfied itself as to the types and
quantities of materials, the types of equipment, the conditions of the work involved, including the fact
that the description of and the quantities of work and materials, the types of equipment, the conditions of
and the work involved as included herein, are brief and are intended only to indicate the general nature
of the work and to identify the said quantities with the corresponding requirements of the Project
Manual; and that this bid is made in accordance with the provisions and the terns of the Contract
included in the Project Manual.
The bidder further agrees that it has exercised its own judgment regarding the interpretation of surface
information and has utilized all data which it believes is pertinent from the City Engineer, hereinafter
also referred to as the City or Owner, and such other source of information as it determined necessary in
arriving at its conclusion.
The bidder further certifies that the subcontracting firms or businesses submitted on the LISTING OF
PROPOSED SUBCONTRACTORS will be awarded subcontracts for the described portions of the
work:
If the bidder is awarded a construction contract on this bid,the name and address of the surety who will
provide the performance bond is:
Surety Agent
Surely address Agent Address
Surety Contact and Phone Number Agent Contact and Phone Number
Project No.: C1-O6-2012
Page 3 Rev 06/21/2013
BID FORM
LIGHT POLE REPLACEMENT
Project CL06-2012
Page 2 of 2
The bidder hereby bids the following amounts for all work(including labor, equipment,
time, and materials)required to perform all work described in the Contract Documents.
Owner will select the Base Bid plus as many Alternates as possible, in numerical order, for
a total cost that does not exceed$200,000. Refer to the Information for Bidders for details.
Bid Description Bid Sidewalk Pole/Wiring
Item Quantity Cost Cost
1 Base Bid: Replace Poles 1-20 20
2 Alternate#1: Replace Poles 101-105 5
3 Alternate#2: Replace Poles 201-205 5
4 Alternate #3: Replace Poles 301-305 5
Sub-Totals
8.4% Sales Tax
Sub-Totals
Total = Sidewalk Cost+ PolelWirin Cost got
Please indicate the amount of Rule 171 sales tax included above in bid items for Pole/Wiring costs. Refer to
Section 1-07.2 in the Special Provisions:
The bidder hereby acknowledges that it has received Addenda No(s). (Enter"N/A" if none were
issued)to this Project Manual.
By signing the Bid Form, the bidder certifies he is not disqualified from bidding on any public works contract under
RCW 39.06.010 or 39.12.065(3). The Contractor further warrants that he possesses adequate financial
resources for the performance of the work covered by this Proposal, and that the Contractor will provide the
necessary tools, equipment, a qualified foreman, and other employees as required. The name of the bidder
submitting this bid and its business phone number and address, to which address all communications concerned
with this bid and with the contract shall be sent, are listed below.
Company Name:
Address:
(Street address)
(City) (State) (Zip)
Contractor Registration Number:
UBI Number:
Telephone No.
WA State Industrial Insurance Account Number:
WA State Employment Security Department Number:
State Excise Tax Registration Number:
Signed by: Printed Name:
Title: Date:
Project No.: CL06-2012
Page 4 Rev 06/2112013
City of Port Angeles ATTACHMENT"G"
Engineering Office
Public Works and Utilities Department CONTRACTOR BID
360-417-4700
Attached is Olympic Electric Company, Inc.'s Bid
CL06-2012 Page 32 Rev.8/30/2011
BID FORM
LIGHT POLE REPLACEMENT
Project CL06-2012
Page 1 of 2
Honorable Mayor and City Council
Port Angeles City Hall
321 East Fifth Street
Port Angeles, WA 98362
BIDDER: Olympic Electric Co. , Inc.
The undersigned, hereinafter called the bidder, declares that the only person(s) interested in this bid are
those named herein;that the bid is in all respects fair and without fraud; and that it is made without any
connection or collusion with any other person making a bid on this project.
The bidder further declares that it has carefully examined the plan, specifications, and contract
documents, hereinafter referred to as the Project Manual, for the construction of the proposed project
improvement(s); that it has personally inspected the site(s); that it has satisfied itself as to the types and
quantities of materials, the types of equipment, the conditions of the work involved, including the fact
that the description of and the quantities of work and materials,the types of equipment,the conditions of
and the work involved as included herein, are brief and are intended only to indicate the general nature
of the work and to identify the said quantities with the corresponding requirements of the Project
Manual; and that this bid is made in accordance with the provisions and the terms of the Contract
included in the Project Manual.
The bidder further agrees that it has exercised its own judgment regarding the interpretation of surface
information and has utilized all data which it believes is pertinent from the City Engineer, hereinafter
also referred to as the City or Owner, and such other source of information as it determined necessary in
arriving at its conclusion.
The bidder further certifies that the subcontracting firms or businesses submitted on the LISTING OF
PROPOSED SUBCONTRACTORS will be awarded subcontracts for the described portions of the
work:
If the bidder is awarded a construction contract on this bid, the name and address of the surety who will
provide the performance bond is:
CBIC EHL
Surety Agent
PO Box 9271 Seattle, WA 98109 PO Box 986 Poulsbo, WA 98370
Surety address Agent Address
( 888) 825-2242 ( 360 ) 626-2032
Surety Contact and Phone Number Agent Contact and Phone Number
Project No.: CL06-2012
Page 3 Rev 08/30/2011
BID FORM
LIGHT POLE REPLACEMENT
Project CLOS-2012
Page 2 of 2
The bidder hereby bids the following amounts for all work(including labor, equipment,
time,and materials)required to perform all work described in the Contract Documents.
Owner will select the Base Bid plus as many Alternates as possible, in numerical order, for
a total cost that does not exceed$200,000. Refer to the Information for Bidders for details.
Bid Description Bid Sidewalk Pole/Wiring
Item Quanti Cost Cost
1 Base Bid: Re lace Poles 1-20 20 67 935 .0 "'81 025 .00
2 Alternate#1: Replace Poles 101-105 5 16 984 OC 18 ,950 . 00
3 Alternate#2: Replace Poles 201-205 5 16,984 . 0 18,825 .00
4 Alternate#3: Replace Poles 301-305 5 15 488 .0 18 350 .00
Sub-Totals 117,391 . 0 50 00
8.4% Sales Tax
Sub-Totals 117 391 . 0 148, 670 . 0
Total = Sidewalk Cost+ PoleMirina Cost 266 061 .60 16\ti�
Please indicate the amount of Rule 171 sales tax included above in bid items for Pole/Wiring costs. Refer to
Section 1-07.2 in the Special Provisions: 6 , 230.6o
The bidder hereby acknowledges that it has received-Addenda No(s). 1 (Enter"N/A" if none were
Issued)to this Project Manual.
By signing the Bid Form, the bidder certifies he is not disqualified from bidding on any public works contract under
RCW 39.06.010 or 39.12.065(3). The Contractor further warrants that he possesses adequate financial
resources for the performance of the work covered by this Proposal, and that the Contractor will provide the
necessary tools, equipment, a qualified foreman, and other employees as required. The name of the bidder
submitting this bid and its business phone number and address, to which address all communications concerned
with this bid and with the contract shall be sent, are listed below.
Company Name: Olympic Electric CO. , Inc.
Address: 4230 Tumwater Truck Rte.
(Street address)
Port Angeles WA 98363
(City) (State) (Zip)
Contractor Registration Number: OLYMPEC91 5N6
UBI Number: 600 265 927
Telephone No. ( 360) 457-5303
WA State Industrial Insurance Account Number: 374, 998-00
WA State Employment Security Department Number: 431732-00-2
State Excise Tax Registration Number: 600 265 927
Signed by: ' — Printed Name: Charles T. Burkhardt
Title: President Date: June 28, 2013
Project No.: CL06-2012
Page 4 Rev 06/21!2013
BID SECURITY TRANSMITTAL FORM
Herewith find an executed Bid Bond or a deposit in the form of a cashier's check,postal money order or other security in lieu
of a bid bond in the amount of$ ,which amount is not less
than five(5%)percent of the total bid.
SIGN HERE
BID BOND
KNOW ALL MEN BY THESE PRESENTS:
That we, as Principal and as Surety,are held and firmly bound unto
the CITY OF PORT ANGELES as Obligee,in the penal sum of
Dollars,for the payment of which the Principal and the Surety bind themselves,their heirs,
executors,administrators,successors and assigns,jointly and severally,by these presents.
The condition of this obligation is such that if the Obligee shall make any award to the Principal for:
LIGHT POLE REPLACEMENT
PROJECT CL06-2012
according to the terms of the bid made by the Principal,and the Principal shall duly make and enter into a contract with the
Obligee in accordance with the terms of said bid and award and shall give bond for the faithful performance thereof,with
Surety or Sureties approved by the Obligee;or if the Principal shall,in case of failure so to do,pay and forfeit to the Obligee
the penal amount of the deposit specified in the advertisement for bids,then this obligation shall be null and void;otherwise
it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee,as penalty and
liquidated damages,the amount of this bond.
SIGNED,SEALED AND DATED THIS_day of 2013.
Principal
Surety Agent
Address
Surety Contact and Phone Number Agent Contact and Phone Number
Dated:
Received return of deposit in the sum of$
Project No.: CL06-2012
Page 5 Rev 08/30/2011
It
yon' NON-COLLUSION AFFIDAVIT
n4q.rc
ij
STATE OF WASHINGTON )
Clallam )
COUNTY OF )
The undersigned, being first duly sworn on oath, says that the bid herewith submitted is a genuine
and not a sham or collusive bid, or made in the interest or on behalf of any person not therein
named; and (s)he further says that the said bidder has not directly or indirectly induced or solicited
any bidder on the above work or supplies to put in a sham bid, or any other person or corporation to
refrain from bidding; and that said bidder has not in any manner sought by collusion to secure to
him/her self an advantage over any other bidder or bidders.
Signature of Bi (Contractor
Subscribed and sworn to before me this 27 day of June 20 13
W AUAIOF%,
o-Z CPQ O :Z Notary-Public in and for the
State of WA
i�•• ..AN 1�pg`` Residing at Clallam County
i��0ST71'0;`��� 9
01
My Comm. Exp.: January 29 , 2016
Project No.: CL06-2012
Page 6 Rev 08I30/2011
eoNos 1U''v' Bid Bond Contractors Bonding
(Public Work) and Insurance Company
1 and
Valley Street
P.O.Box 9271
Seattle,WA 98109-0271
INSURANCE For the CBLC branch
nearestyou,call Toll Free
(888)283-2242
(888)293-2242 FAX
Premium:
Know all by these presents,Thar we, OLYMPIC ELECTRIC COMPANY INC. ,as Principal,
and Contractors Bonding and Insurance Company,as Surety,are held and firmly bound unto CITY OF PORT ANGELES
,Obligee,in the sum of
FIVE PERCENT OF THE TOTAL AMOUNT BID Dollars,($5%of Bid )
for the payment ofwhich we bind ourselves,and our successors and assigns,jointly and severally,firmly by these presents.
Whereas,Principal has submitted or is about to submit a bid to the Obligee on a contract for
REPLACE EXISTING METAL STREET LIGHT POLES&BRACKET ARMS
("Project").
Now,Therefore, the condition of this bond is that if obligee accepts Principal's bid, and Principal enters into a contract with the Obligee in
conformance with the terms of the bid and provides such bond of bonds as may be specified in the bidding or contract documents,then this
obligation shall be void;otherwise the Principal and Surety will pay to the Obligee the difference between the amout of the Principal's bid and the
amount for which the Obligee shall in good faith contract with another person or entity to perform the work covered by the Principal's bid,but
in no event shall the Surety's and Principal's liability exceed the penal sum of this bond.
Signed and scaled this 27 day of JUNE 12013
OLYMPIC ELECTRIC COMPANY,INC (Se,1)
I':incipal
By:
Contractors Bonding and Insurance Company
By: '�-� _
Wendy P.Dailey �Ncorney-nZgct
BndBID.01-US032905
cbic Contractors Bonding and Insurance Company POWER OF ATTORNEY
1213 Valley Street
° P.O.Box 9271 Contractors Bonding and Insurance Company
Seattle,WA 96109-0271
Know All Men by These Presents:
That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the
approving officer if desired.
That Contractors Bonding and Insurance Company,a Washington corporation, does hereby make,constitute and appoint:
Wendy F Dailey Rhonda M Byers Deanna M McIntyre John M Ralston jointty or severalty
in the City of Port An`2e es , State of Washington its true and lawful Agent and Attorney in Fact, with full
power and authority hereby conferred, to sign, execute, acknowledge and deliver for and on its behalf as Surety, the following described
bond.
Any and all bonds,undertakings,and recognizances in an amount not to exceed Ten Million and 00/100
Dollars( $10.000.000.00 )for any single obligation.
The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon this Company as if such bond had
been executed and acknowledged by the regularly elected officers of this Company.
The Contractors Bonding and Insurance Company further certifies that the following is a true and exact copy of the Resolution
adopted by the Board of Directors of Contractors Bonding and Insurance Company,and now in force to-wit:
"All bonds, policies, undertakings, Powers of Attorney or other obligations of the Corporation shall be executed in the
corporate name of the Corporation by the President,Secretary,any Assistant Secretary,Treasurer,or any Vice President,or by
such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant
Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or
undertakings in the name of the Corporation. The corporate seal is not necessary for the validity of any bonds, policies,
undertakings,Powers of Attorney or other obligations of the Corporation. The signature of any such officer and the corporate
seal may be printed by facsimile or other electronic image."
IN WITNESS WHEREOF, the Contractors Bonding and Insurance Company has caused these presents to be executed by its Vice
President with its corporate seal affixed this 7th day of May 2012
.....�:as��"''., Contractors Bonding and Insurance Company
Do
¢0;• pPOR �=
�: SEAL
°u'• 1979 • `' Roy C.Die
State of Washington ) •• Y Vice President
)} SS •w4SN INGSON •
County of King
CERTIFICATE
On this 7th day of May 2012 1, the undersigned officer of Contractors Bonding and Insurance
before me, a Notary Public, personally appeared Roy C. Die , who Company, a stock corporation of the State of Washington,do hereby
being by me duly swom, acknowledged that he signed the above Power of certify that the attached Power of Attorney is in full force and effect
Attorney as the aforesaid officer of the Contractors Bonding and and is irrevocable; and furthermore, that the Resolution of the
Insurance Company and acknowledged said instrument to be the voluntary Company as set forth in the Power of Attorney, is now in force. In
act and deed of said corporation. testimony whereof, I have hereunto set my hand and the seal Qf the
of n ractors BondizQ,ng and Insurance Company this day
Q
(n/ l) l'J
Contractors Bonding and Insurance Company
Joseph B.X uller Notary Public
Notary Public I
State or wasbinRton Roy C.Die Vice President
JOSEPH B.MULLER
MY COMMISSION EXPIRES
Mach 29,2019 4675366032912
A00595i1
OLYMPIC
1 ul PHONE
`
[ELECTRIC (360) 457-5303
REGISTRATION NO. FAX
OLYMPE°285°' COMPANY, INC. (360)452-3498
DESIGN•CONSTRUCTION•SERVICE
ELECTRICAL CONTRACTORS SINCE 1946 4230 TUMWATER• PORT ANGELES,WA 98363
Listing of Proposed Subcontractors
(Per page 3 of provided bid form)
2 Grade
Groves Crane
Lakeside Industries
State of Washington - Office of the Secretary of:State
Business Licensing Service Corporations Division
LEGAL ENTITY REGISTRATION
Unified Business ID 9: 600 265 927
Business ID 0: 1 i
Expires: 01-31-2014
OLYMPIC ELECTRIC COMPANY, INC. a
4230 TUMWATER
PORT ANGELES WA 98362
Domestic Profit Corporation
Renewed by Authority of Secretary of State
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By accepting this document the licensee certifies that information /f'�
provided on the renewal was complete,true,and accurate to the
best of his or her knowledge,and that the company will stay in
compliance with all applicable Washington State regulations. Director,Department of Revenue
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