INVITATION FOR BIDS (IFB) 18-008
Promenade Mall Bus Stop Expansion Project
RIVERSIDE TRANSIT AGENCY 1825 Third Street Riverside, CA 92507 (951) 565-5000
The Contract to be awarded will be paid for in part with funds from the Federal Transit Administration (FTA), State Transportation Assistance (STA) funds, Transportation Mitigation Fee (TUMF) Program funds and Local Transportation Funds (LTF).
Key IFB Dates
Issue Date: February 2, 2018
Pre-Bid Conference (10:00 a.m.): February 14, 2018
Written Clarifications/Questions Due: February 26, 2018
RTA Response to Questions: March 9, 2018
Bid Submittal Due: March 19, 2018
February 2, 2018
SUBJECT: NOTICE INVITING SEALED BIDS IFB 18-008: PROMENADE MALL BUS STOP EXPANSION PROJECT
Gentlemen/Ladies:
Riverside Transit Agency (RTA) invites sealed bids from qualified contractors for the Construction Phase Services of the Promenade Mall Bus Stop Expansion Project. The contractor is to provide and install benches and other associated amenities, as well as hardscape and landscape enhancements associated with the project. Prospective bidders shall possess the appropriate contractor’s license to meet the requirements of the project.
Bids must be submitted at or before 2:00 p.m., on March 19, 2018.
Bids delivered in person or by a means other than U.S. Mail shall be addressed as follows: Riverside Transit Agency 1825 Third Street Riverside, CA 92507 Attn: Robert Wyman, Contracts Administrator IFB 18-008 Promenade Mall Bus Stop Expansion Project
Bids delivered by U.S. Mail shall be addressed as follows: Riverside Transit Agency P.O. Box 59968 Riverside CA 92517-1968 Attn: Robert Wyman, Contracts Administrator IFB 18-008 Promenade Mall Bus Stop Expansion Project
Bids received after the date and time specified above shall be deemed non-responsive and returned unopened.
Bids shall be submitted on the Bid Forms contained herein.
Parties interested in obtaining a copy of IFB 18-008, may do so by emailing their request to [email protected] or by calling (951) 565-5190 or (951) 565-5000. Please include the following information: • name of firm • address • contact person • telephone and facsimile number • DIR registration number • Invitation For Bid (IFB) 18-008 • e-mail address
A pre-bid conference will be held on February 14, 2018 at 10:00 a.m. at RTA’s Riverside facility located at 1825 Third Street, Riverside. All prospective Bidders are strongly encouraged to attend the pre-bid conference.
The Contract to be awarded will be paid for in part with funds from the Federal Transit Administration (FTA), State Transportation Assistance (STA) funds, Transportation Mitigation Fee (TUMF) Program funds and Local Transportation Funds (LTF). Bidders shall comply with all applicable rules and
regulations including, but not limited to, Equal Employment Opportunity (EEO), Debarment Suspension, Davis Bacon and Related Acts and Disadvantaged Business Enterprise (DBE).
This is a prevailing wage project and is subject to Davis Bacon and Related Acts. Bidders are responsible to be self-informed regarding the requirements of prevailing wages on Federally-funded projects within the State of California and the County of Riverside. This project will be subject to monitoring and enforcement by the California Department of Industrial Relations (DIR), including the obligation of the successful contractor to submit certified payroll records directly to the DIR Compliance Monitoring Unit (CMU), as well as RTA.
Bid Security: Each bid must be accompanied by bid security in the form of a bid bond, a certified check, cashier’s check or treasurer’s check, drawn on or issued by a responsible bank or trust company, made payable to RTA in an amount no less than five percent (5%) of the amount of the base bid.
Performance and Payment Bonds of a surety company licensed and authorized to do business under the laws of the State of California and satisfactory to RTA will be required of the successful Bidder. Article 5 “Bonding” of the Form of Agreement (Section V) contains the specific requirements.
Bidders shall comply with all requirements of Section II, Disadvantaged Business Enterprise (DBE) and ensure DBEs are afforded full opportunity to compete for subcontracted work.
RTA reserves the right to accept or reject any and all bids, or any item or part thereof; or to waive any informalities or irregularities in bids. RTA, in its sole discretion, shall determine the most responsive and responsible bid.
Should further information or clarification be required, please contact the undersigned at (951) 565-5190.
Sincerely,
Robert Wyman Contracts Administrator
TABLE OF CONTENTS
SECTION I
INSTRUCTIONS TO BIDDERS
SECTION II
DISADVANTAGED BUSINESS ENTERPRISE REQUIREMENTS
SECTION III
BID PACKAGE AND REQUIRED FORMS
EXHIBIT A - BID FORM (FORM 60)
REQUIRED FORMS CERTIFICATION OF PRIMARY PARTICIPANT CERTIFICATION OF LOWER-TIER PARTICIPANTS CERTIFICATION OF RESTRICTIONS ON LOBBYING CERTIFICATION OF DRUG FREE WORKPLACE BUY AMERICA CERTIFICATION FAITHFUL PERFORMANCE BOND FORM BID BOND FORM MATERIAL AND LABOR BOND FORM PARTY DISCLOSURE FORM PARTICIPANT DISCLOSURE FORM AFFIDAVIT OF NON-COLLUSION CERTIFICATION OF CONTRACTOR CERTIFICATION OF FINANCIAL REQUIREMENT REQUIRED BIDDER INFORMATION
SECTION IV
EXHIBIT B - SCOPE OF WORK GENERAL PROVISIONS PROJECT DRAWINGS – COVER PAGE (FTP LINK) PROJECT SPECIFICATIONS – DRAWINGS
SECTION V
PROPOSED CONTRACT – SAMPLE AGREEMENT ATTACHMENT 1: FEDERAL TERMS AND CONDITIONS ATTACHMENT 2: CALIFORNIA PREVAILING WAGE CLAUSES
SECTION I
INSTRUCTIONS TO BIDDERS
1. BID PROCEDURE
a) Bids shall be submitted in a sealed envelope, on or before 2:00 p.m., on March 19, 2018.
Bids delivered in person or by a means other than U.S. Mail shall be addressed as follows: Riverside Transit Agency 1825 Third Street Riverside, CA 92501 Attn: Robert Wyman, Contracts Administrator IFB 18-008 Promenade Mall Bus Stop Expansion Project
Bids delivered by U.S. Mail shall be addressed as follows: Riverside Transit Agency P.O. Box 59968 Riverside CA 92517-1968 Attn: Robert Wyman, Contracts Administrator IFB 18-008 Promenade Mall Bus Stop Expansion Project
b) Bids shall be submitted on a properly completed and signed Bid Form; see Section III and as set forth in this Section I, § 2 below. Bids submitted on any other form may be considered nonresponsive and may be rejected.
c) Bids shall conform in all aspects to the instructions, specifications, terms and conditions contained within this IFB. Please review all attachments and instructions carefully. Failure to make a complete review of all instructions and attachments will not be deemed just cause for claims of error.
d) A pre-bid conference will be held on February 14, 2018, at 10:00 a.m. at RTA’s Riverside facility located at 1825 Third Street, Riverside. All prospective Bidders are strongly encouraged to attend the pre-bid conference.
e) All verbal modifications of these conditions or specifications are void and ineffective for bid evaluation purposes. Only written changes issued by RTA’s Contracts Administrator are authorized and binding.
f) Bidders, if requested, shall present evidence of experience, ability, service facilities and financial standing necessary to fully demonstrate compliance with the requirements set forth or implied in the bid.
g) RTA reserves the right to remove from mailing lists for future bids, for an indeterminate period of time, the name of any Bidder for their failure to accept a contract, failure to respond to two (2) consecutive IFBs and unsatisfactory performance. Please note that a “No Bid” is considered a response.
h) RTA reserves the right to postpone the bid opening for its own convenience and to withdraw this invitation at any time without prior notice. Further, RTA makes no representations that a contract will be awarded to any Bidder responding to this invitation. RTA expressly reserves the right to reject any and or all bids responding to this invitation without indicating any reasons for such rejection(s).
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i) The Agency reserves the right to award portions of the Scope of Work as it deems necessary.
j) RTA reserves the right to make an award within one-hundred twenty (120) calendar days from the date bids are opened. Should award in whole or in part be delayed beyond the period of one-hundred twenty (120) calendar days, such award shall be conditioned upon successful Bidder’s acceptance.
k) RTA shall not pay for any pre-contractual expenses. Pre-contractual expenses are defined as expenses incurred by Bidders to: • Prepare and submit a bid in response to this IFB; • Negotiate any matter related to this bid; and/or • Any other expenses incurred by Bidder prior to date of award.
l) Where two or more Bidders desire to submit a single bid in response to this IFB, they should do so on a prime-subcontractor basis rather than as joint venture. RTA intends to contract with a single firm and not with multiple firms doing business as a joint venture.
m) Whenever Bidder has knowledge that any actual or potential labor dispute may delay this agreement, Bidder shall immediately notify and submit all relevant information to RTA.
n) RTA’s written Protest Procedures may be obtained by contacting the Administrator responsible for this procurement. Any protest filed by a Bidder in connection with this solicitation must be submitted in accordance with RTA’s written procedures.
o) The successful contractor shall be required to accept a purchase order and execute the form of agreement included in Section V, with modifications, if any, as mutually agreed to pursuant to the clarifications process outlined in § 5 below, to which this IFB, addendums thereto and their requirements, conditions and specifications will be included as a part thereof.
p) The term of the anticipated agreement may, in RTA’s sole discretion, be extended subject to mutual agreement of the parties as to Technical Specifications and pricing.
q) Bids that include exceptions to this IFB, not ‘accepted’ or ‘approved’ in accordance with § 5 below, shall be deemed non-responsive and ineligible for further consideration.
2. BID FORMAT/CONTENT
Sealed bids shall be submitted on the forms provided and contain the following:
a) Completed Section II “DBE Forms” b) Completed Section III “Bid Form (Form 60)” c) Completed Section III “Required Forms” (excluding Performance and Payment Bond forms, see note below1). d) “Bid Bond” in the amount of 5% of the bid amount (see Section III for the bid bond form).
Failure to include all of the forms listed above shall result in your sealed bid being deemed “non- responsive”. Please ensure you have included all the required elements in your sealed bid.
1 Please note: Performance and Payment Bonds will be required from the successful Bidder within twenty one (21) calendar days from award of agreement; see Section V – Form of Agreement, Article 5 for specific requirements
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3. APPENDICES
Information considered by the Bidder to be pertinent to this project and which has not been specifically solicited in any of the aforementioned sections may be placed in a separate appendix section. Bidders are cautioned, however, that this does not constitute an invitation to submit large amounts of extraneous material; appendices should be relevant and brief.
4. AWARDS TO RESPONSIBLE CONTRACTORS
RTA shall make awards only to responsible contractors possessing the ability to perform successfully under the terms and conditions of proposed procurement. Consideration shall be given to such matters as contractor integrity, compliance with public policy, records of past performance, and financial and technical resources.
5. CLARIFICATION/APPEAL PROCEDURES
a) Requests for clarification of the IFB document, approved equals, clarifications of specifications, or protest of specifications must be received by RTA, in writing, via email, fax or U.S. Mail no later than close of business (COB) on February 26, 2018. When submitting requests, be sure to reference, “IFB 18-008 Promenade Mall Bus Stop Expansion Project”, and if there is more than one request item, order your requests in the order of the IFB document. RTA has no obligation to respond to any requests or clarifications not received by the deadline indicated.
b) Any request for an approved equal or protest of the specifications must be fully supported with technical data, test results, or other pertinent information as evidence that the substitute offered is equal to or better than the specification requirements. The burden of proof as to the equality, substitutability, and compatibility of proposed alternates or equals shall be upon the Bidder, who shall furnish all necessary information at no cost to RTA. RTA, in its sole discretion, shall determine the equality, substitutability, and compatibility of proposed alternates or equals.
c) RTA shall provide its response to requests under § 5.a. via email no later than COB on March 9, 2018.
d) Request for approved equals, clarifications of specifications, and protest of specifications must be clearly labeled as such and sent to Robert Wyman at [email protected]. RTA is not responsible for failure to address a request that has not been labeled as such.
6. CALIFORNIA PREVAILING WAGE LAW
This is a prevailing wage project and is subject to the requirements of projects which use public funds within the State of California and the County of Riverside. Contracts for public works projects in excess of $1,000 must comply with the California Labor Code including, but not limited to 1) prime and subcontractors must register with the California Department of Industrial Relations; 2) payment of prevailing wages; and, 3) submission of certified payrolls; see www.dir.ca.gov for more information. (Labor Code § 1725.5(d)(1)).
The following applies where payment of prevailing wages is required under the Labor Code:
o The project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. (Labor Code § 1771.4(a)(1)). o The prime contractor is required to post job site notices, as prescribed by regulation (Labor Code § 1771.4(a)(2)).
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o In accordance with the provisions of Section 3700, every contractor will be required to secure the payment of compensation to his or her employees. (Labor Code § 1860). o A contractor must be registered with the DIR in order to be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any public work contract. (Labor Code § 1725.5). o Pursuant to Labor Code § 1771.1(a)): A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded. o Pursuant to SB 96, the Public Contract Code § 4104 was amended to require a person who makes a bid or offer on a public works project to include in the bid or offer: the name, the location of the place of business, the California contractor license number, and public works contractor registration number issued pursuant to Section 1725.5 of the Labor Code of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of I percent of the prime contractor's total bid or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the prime contractor's total bid or ten thousand dollars ($10,000), whichever is greater. o In addition, SB 96 provides that an inadvertent error in listing either the California contractor license number or the public works contractor registration number identified above shall not be grounds for filing a bid protest or for considering a bid nonresponsive so long as the corrected contractor's license number is submitted to the agency by the prime contractor within 24 hours after bid opening, and provided that the corrected number corresponds to the submitted name and location for that subcontractor. (Public Contract Code §4104(a)(2)). o The successful contractor shall be responsible for complying with all applicable requirements including, but not limited to, § 1774, 1775, 1776, 1777.5 and 1813. See Attachment 2 California Prevailing Wage Law Required Clauses in Section V ‘Agreement’. o In accordance with § 1773.2 of the California Labor Code: In lieu of specifying the rate of wages in the call for bids, copies of the prevailing rate of per diem wages are on file at the Agency’s principal office, which shall be made available to any interested party on request.
The Department of Industrial Relations (DIR) is advising companies that use ready-mix concrete for public works projects of changes to prevailing wage laws. The changes apply to public works contracts that were advertised for bid or awarded on or after July 1, 2016. Amendments to Assembly Bill 219 became effective on July 1, 2016. The amendments made the following changes to Labor Code section 1720.9:
• A company hauling or delivering ready-mix concrete for a public works contract shall:
o Register as a public works contractor.
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o Submit a certified copy of the payroll records required by subdivision (a) of Section 1776 to the party that engaged the company and to the general contractor within five working days after the employee has been paid, accompanied by a written time record that shall be certified by each driver for the performance of job duties. o Ready-mix concrete companies’ requirement to submit payroll online to DIR using its electronic certified payroll reporting system is temporarily on hold.
Nothing in section 1720.9 shall cause any company to be treated as a contractor or subcontractor for any purpose other than the application of this chapter of the Labor Code.
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SECTION II
DISADVANTAGED BUSINESS ENTERPRISE
Federal Fiscal Year 2016 / 2018
10/1/2015 1 DISADVANTAGED BUSINESS ENTERPRISE
Riverside Transit Agency Assurance. Riverside Transit Agency (“Agency”) shall not discriminate on the basis of race, color, national origin, or sex in the award and performance of any U.S. Department of Transportation (DOT) assisted contract, or in the administration of its Disadvantaged Business Enterprise (DBE) Program, or the requirements of 49 CFR Part 26.
The Agency will take all necessary and reasonable steps under 49 CFR Part 26 to ensure non-discrimination in the award and administration of DOT-assisted contracts.
It is the policy of the Agency to ensure nondiscrimination in the award and administration of DOT-assisted contracts and to create a level playing field on which DBEs can compete fairly for contracts and subcontracts relating to the Agency’s construction, procurement and professional services activities.
Contractor Assurance. Pursuant to 49 CFR Part 26, the Contractor is required to make the following assurance in its agreement with the Agency and to include this assurance in any agreements it makes with subcontractors in the performance of this contract:
“The Contractor or Subcontractor shall not discriminate on the basis of race, color, national origin or sex in the performance of this contract. The Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT assisted contracts. Failure of the Contractor or Subcontractor to carry out these requirements is a material breach of contract, which may result in the termination of contract by the Agency, or any other such remedy the Agency may deem appropriate, which may include, but is not limited to: (1) Withholding monthly progress payment; (2) Assessing sanctions; (3) Liquidated damages; and/or (4) Disqualifying the Contractor or Subcontractor from future bidding as non- responsible”.
The Agency’s DBE Program, as required by 49 CFR Part 26, as approved by DOT, is incorporated by reference in this section.
Implementation of this DBE Program is a legal obligation and failure to carry out its terms shall be treated as a violation of this contract. Upon notification of failure to carry out its approved program, the DOT and/or the Federal Transit Administration (FTA) may impose sanctions as provided for under Part 26 and may, in appropriate cases, refer the matter for enforcement under 18 U.S.C. 1001 and/or the Program Fraud Civil Remedies Act of 1986 (31 U.S.C. 3801 et seq).
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In accordance with Part 26, Title 49 of Code of Federal Regulations, “Participation by Disadvantaged Business Enterprise in Department of Transportation Programs,” the Agency sets a specific percentage for participation by DBE certified firms. This percentage goal is based upon the total amount of Federal dollars the Agency anticipates spending over the fiscal year as compared to the amount of ready, willing and able DBEs to perform Federally funded projects. For the current fiscal year, the Agency has established a DBE participation goal of 2%.
The Agency intends to meet this goal to the maximum extent feasible through race- neutral measures, including the encouragement of DBE participation on contracts which have no specific DBE goal.
DBE Participation Goal For This Contract.
X No DBE participation goal has been established for this contract.
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Riverside Transit Agency CONTRACT COMPLIANCE BIDDERS LIST OF PARTICIPATING FIRMS
PROJECT NAME: ______DATE: ______
FIRM AGE/ CONTRACTING PRIME CONTRACTOR NAME/ADDRESS DBE? ANNUAL GROSS $$ REVENUE WORK TYPE * / NAICS CODE LICENSE #
SUBCONTRACTORS NAME/ADDRESS:
* P = PROFESSIONAL CONSULTING SERVICES, C = CONSTRUCTION, S = SUPPLIES, E = EQUIPMENT, O = OTHER (describe)
Report prepared by: ______Signature: ______
Title: ______Date: ______
02.13.15
Riverside Transit Agency CONTRACT COMPLIANCE DBE / NON-DBE PARTICIPATION
PROJECT NAME: ______DATE: ______
SUBCONTRACTOR WORK TO BE PERFORMED / NAICS CODE ESTIMATED $$ PARTICIPATION PERCENT OF TOTAL CONTRACT VALUE NAME/ADDRESS/License #
Report prepared by: ______Signature: ______
Title: ______Date: ______
02.13.15
Riverside Transit Agency CONTRACT COMPLIANCE SUMMARY OF SUBCONTRACT AWARD AND MONTHLY PAYMENTS REPORT
PROJECT NAME: ______CONTRACTOR NAME: ______
REPORTING PERIOD: From: ______To: ______
WORK ASSIGNMENT / SUBCONTRACTOR NAME/ADDRESS SUBCONTRACT $$ AMOUNT DBE? DOLLARS PAID THIS MONTH DOLLARS PAID TO DATE NAICS CODE
Report prepared by: ______Signature: ______
Title: ______Date: ______
11.16.15 CALIFORNIA UNIFIED CERTIFICATION PROGRAM (CUCP)
CUCP participants include municipalities, counties, transit agencies, airports, special districts, and the State Department of Transportation that administer and award contracts funded by the U.S. Department of Transportation (USDOT). CUCP participants are classified as certifying and non-certifying members.
A certifying agency performs Disadvantaged Business Enterprise (DBE) certification on behalf of the State of California and this certification applies to all USDOT funded contracts. Certification activities performed by a certifying agency include, among others, processing DBE applications, performing DBE site interviews, making DBE certification decisions, investigating certification complaints and appeals, and maintaining a single Statewide directory of certified DBEs. Contact a certifying agency if you have a question about DBE certification.
A non-certifying agency adheres to all aspects of the USDOT DBE program, except it does not perform DBE certification activities. A non-certifying agency accepts all firms certified as a DBE by a certifying member. Accordingly, the DBEs listed on the CUCP DBE directory is eligible to participate on all USDOT funded contracts administered by a CUCP participant. Contact a CUCP participant, both certifying and non-certifying, about contract opportunities.
CERTIFYING CUCP AGENCIES
For certification inquiries for Imperial, Kern, Los Angeles, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, and Ventura counties:
CITY OF LOS ANGELES Bureau of Contract Administration 1149 S. Broadway Street, Room 300 Los Angeles, CA 90015 Phone: (213) 847-1922 Fax: (213) 847-2777 http://bca.lacity.org
LOS ANGELES COUNTY METROPOLITAN TRANSPORTATION AUTHORITY (METRO) Diversity and Economic Opportunity Department One Gateway Plaza Los Angeles, CA 90012 Phone: (213) 922-2600 Fax: (213) 922-7660 www.metro.net
For Alameda, Amador, Calaveras, Contra Costa, Fresno, Kings, Madera, Marin, Mariposa, Merced, Monterey, Napa, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Solano, Sonoma, Stanislaus, Tulare, and Tuolumne counties:
S.F. BAY AREA RAPID TRANSIT DISTRICT (BART) Office of Civil Rights 300 Lakeside Drive 18th Floor Oakland, CA 94612 Phone: (510) 464-7580 Fax: (510) 464-7587 www.bart.gov
CITY OF FRESNO DBE Program 2101 G Street, Building A Fresno, CA 93706 Phone: (559) 621-1182 Fax: (559) 488-1069 www.ci.fresno.ca.us
CUCP – Roster of Certifying Agencies Updated 1/28/15
SANTA CLARA VALLEY TRANSPORTATION AUTHORITY (VTA) Office of Small & Disadvantaged Businesses 3331 North First Street, Building A San Jose, CA 95134-1906 Phone: (408) 321-5962 Fax: (408) 955-9729 www.vta.org
CENTRAL CONTRA COSTA TRANSIT AUTHORITY (CCCTA) Office of Civil Rights 2477 Arnold Industrial Way Concord, CA 94520-5327 Phone: (925) 676-1976 Fax: (925) 686-2630 www.cccta.org
SAN FRANCISCO MUNICIPAL TRANSPORTATION AGENCY (SFMTA) Contract Compliance Office San Francisco Municipal Railway 1 South Van Ness Avenue, 3rd Floor San Francisco, CA 94103 Phone: (415) 701-4443 Fax: (415) 701-4347 www.sfmuni.com
SAN MATEO COUNTY TRANSIT DISTRICT (SAMTRANS)/ PENINSULA CORRIDOR JOINT POWERS BOARD (JPB) DBE Office 1250 San Carlos Avenue San Carlos, CA 94070 Phone: (650) 508-7939 Fax: (650) 508-7738 www.samtrans.com
For Alpine, Butte, Colusa, Del Norte, El Dorado, Glenn, Humboldt, Inyo, Lake, Lassen, Mendocino, Modoc, Mono, Nevada, Placer, Plumas, Sacramento, Shasta, Sierra, Siskiyou, Sutter, Tehama, Trinity, Yolo, and Yuba counties:
CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) Civil Rights MS 79 1823 14th Street Sacramento, CA 95814 Phone: (916) 324-1700 or (866) 810-6346 Fax: (916) 324-1862 www.dot.ca.gov
YOLO COUNTY TRANSPORTATION DISTRICT (YOLOBUS) DBE Programs 350 Industrial Way Woodland, CA 95776 Phone: (530) 661-0816 Fax: (530) 661-1732 www.yctd.org
SECTION III
BID PACKAGE AND REQUIRED FORMS
EXHIBIT A
BID FORM (FORM 60)
IFB 18-008
BID FORM (FORM 60)
RIVERSIDE TRANSIT AGENCY Attn: Robert Wyman Contracts Administrator 1825 Third St. Riverside, CA 92507
Gentleman/Ladies:
The undersigned hereby accepts the RIVERSIDE TRANSIT AGENCY’s Form of Agreement, the Statement of Work, and all requirements within this IFB including all amendments. Further, the undersigned hereby proposes to perform all work for which a contract may be awarded and to furnish any and all plant, services, material, tools, equipment, supplies, transportation, utilities, and all other items and facilities necessary therefore required in the IFB 18-008 and to do everything required therein; and further proposes that, if his Bid is accepted, will contract in the form and manner stipulated to perform all the work in strict conformity therewith within the time limits set forth therein, and will accept as full payment therefore, the following price:
Total Lump Sum Description Bid Amount
IFB 18-008 Promenade Mall Bus Stop Expansion Project $ ______
A cashier’s check / certified check / bid bond (circle applicable term) properly made payable to RIVERSIDE TRANSIT AGENCY, hereinafter designated as the Owner, for the sum of
______Dollars ($______) which amount is not less than five percent (5%) of the total amount of this bid, is attached hereto and is given as a guarantee that the undersigned will execute the Agreement and furnish the required bonds, “Guaranty,” Certificate of Lower-Tier Participants Regarding Debarment and Suspension, Certificate of Restriction on Lobbying, and Certificate of Insurance, if awarded this contract, and in case of failure to do so within the time provided, (a) the proceeds of said check shall be forfeited to RIVERSIDE TRANSIT AGENCY; or (b) surety’s liability to RIVERSIDE TRANSIT AGENCY for forfeiture of the face amount of the bond shall be considered as established [circle (a) or (b)].
The undersigned hereby represents that:
1. He/she has thoroughly examined and become familiar with the work required and documents included under this IFB. The Bidder understands that the award of the contract, if it is awarded, will be based on the lowest Base Bid submitted by a responsive and responsible Bidder, and further, that the amounts and total on the Bid Form will be subject to verification by RIVERSIDE TRANSIT AGENCY.
IFB 18-008
2. By investigation at the site of work and otherwise, it is satisfied as to the nature and location of the work and is fully informed as to all conditions and matters, which can in any way affect the work or the cost thereof.
3. Bidder fully understands the scope of work/specifications and has checked carefully all words and figures inserted in said Invitation For Bids and further understands that RIVERSIDE TRANSIT AGENCY will in no way be responsible for any errors or omissions in the preparation of this Bid.
4. Bidder will execute the Agreement and furnish the required Performance and Payment Bonds after notice of acceptance of bid by Riverside Transit Agency; and further, that this bid may not be withdrawn for a period of 120 calendar days after the date set for the opening thereof, unless otherwise required by law. If any Bidder shall withdraw its bid within said period, the Bidder shall be liable under the provisions of the Bid Security, or the Bidder and the surety shall be liable under the Bid Bond, as the case may be.
5. Bidders are advised that by the signing of their bid, they are certifying that they and all lower tier subcontractors, under penalty of perjury under the laws of the State of California, that the Bidder has complied with Title 49, Code of Federal Regulation, Part 29, Debarment and Suspension Certificate, which certifies that he/she or any person associated herewith in the capacity of owner, partner, director, officer, or manager, is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency; has not been suspended, debarred, voluntary exclusion, or determination of ineligibility by any federal agency within the past three (3) years; does not have a proposed debarment pending; and has not be indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past three (3) years. Any exception to this certification must be disclosed to the Riverside Transit Agency from covered transaction by any federal department or agency.
6. Bidder certifies that this bid is genuine and not a sham or collusive or made in the interest or in behalf of any person not herein named, and the undersigned has not directly or indirectly induced or solicited any other Bidder to put in a sham bid, or any other person, firm, or corporation to refrain from bidding; the undersigned has not in any manner sought collusion to secure for himself an advantage over any Bidder.
7. Bidder herby certifies that each and every representation made in this Bid are true and correct and made under penalty of perjury.
Bidder shall permit the authorized representative of RIVERSIDE TRANSIT AGENCY to inspect and audit all data and records of Bidder relating to this bid, and if awarded a contract resulting from this bid, shall permit such inspection and audit of all data and records of Bidder related to Bidder’s performance of such contract.
8. Bidder does not employ anyone who is now, or for one (1) year immediately prior to the date of this offer was, a director, officer, member, or employee of Riverside Transit Agency. The undersigned has not agreed to pay a fee contingent upon award of a contract resulting from this bid to anyone who is now, or for one (1) year immediately IFB 18-008
prior to the date of this bid was, a director, officer, member, or employee of Riverside Transit Agency. No member of or delegate of Congress of the United States shall be admitted to any share of the contract or to any benefit arising therefrom.
9. If awarded a contract resulting from this bid, Bidder shall not discriminate against any employee or applicant for employment because of race, religion, color, sex, age or national origin. The Bidder shall take affirmative action to ensure that applicants are employed, and that employees are treated during their employment, without regard to race, religion, color, sex, age or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. This is in conformance with Title 49 CFP Part 26.
10. If awarded a contract resulting from this bid, Bidder will cooperate with Riverside Transit Agency in achieving the maximum utilization of DBE firms and will use its best efforts to ensure that DBE firms shall have the maximum practicable opportunity to compete for subcontract work under such contract.
11. Bid will be in effect for 120 calendar days after the bid closing date. IFB 18-008
Now: In compliance with the Invitation For Bids IFB 18-008 the undersigned, with full cognizance thereof, hereby purposes to perform the entire work in strict compliance with all of said requirements and provisions for the prices set forth herein upon which award of contract is made. The undersigned affirms that the information provided herein is true and accurate and that any misrepresentations are made under penalty of perjury.
By signing below, the Bidder accepts the Form of Agreement, the Statement of Work, and all requirements within this IFB including all amendments.
Dated______, 201___ Bidder______
The above bid includes Signature______
Addenda No.____ Dated______Name______
Addenda No.____ Dated______Title______
Addenda No.____ Dated______
Addenda No.____ Dated______
Addenda No.____ Dated______
Bidder’s Authorized Representative ______
Title ______
Telephone No. / Fax No. ______
Bidder’s post office address ______
______
______
Corporation organized under the laws of the State of ______
Contractor’s License No. ______
Expiration Date of License ______
Surety or sureties ______
______
(CORPORATE SEAL) IFB 18-008
BID SCHEDULE
IFB 18-008 Promenade Mall Bus Stop Expansion Project
Bidder’s Name: ______
GENERAL REQUIREMENTS NO. ITEM DESCRIPTION UNIT QTY UNIT PRICE TOTAL COST 1. Mobilization / De-Mobilization LS 1 $ $ 2. Erosion Control & Stormwater LS 1 $ $ Pollution Prevention SUBTOTAL $ TRAFFIC CONTROL 3. Traffic Control LS 1 $ $ SUBTOTAL $ EARTHWORK 4. Clearing and Grubbing LS 1 $ 5. Site Earthwork LS 1 $ SUBTOTAL $ EXTERIOR IMPROVEMENTS PAVING 6. Asphalt Concrete Pavement TON 156 $ $ 7. Crushed Aggregate Base TON 571 $ $ 8. Pavement Markings LS 1 $ $ 9. Construct Curb Ramp EA 1 $ $ (All Types) 10. Tactile Warning SF 41 $ $ 11. Install Linear Concrete Pavers LS 1 $ $ per Plans 12. Construct Vehicular Concrete SF 1000 $ $ Pavers, 8” per Plans 13. Construct Pedestrian SF 707 $ $ Concrete Paving, 4” per Plans 14. Construct 10” P.C.C. SF 5500 $ $ Roadway Pavement per Plans 15. Construct Type D-6 Curb per LF 400 $ $ Plans 16. Construct 6” P.C.C. Type A-6 LF 82 $ $ Curb & Gutter per Plans 17. Construct Curb Transition per LF 32 $ $ Plans 18. Construct Thickened Curb per LF 196 $ $ Plans 19. Construct Thickened Curb & LF 122 $ $ Gutter per Plans 20. Construct 1’ Curb Cut Inlet per EA 16 $ $ Plans IFB 18-008
21. Stamped Asphalt Concrete SF 214 $ $ 22. Landscaping & Irrigation LS 1 $ $ 23. Canopy Structure LS 1 $ $ SUBTOTAL $ SIGNAGE 24. Install RTA-Provided Variable EA 3 $ $ Message Sign per Plans 25. Pylon Sign EA 1 $ $ 26. Architectural Fin Signage EA 8 $ $ 27. Display Case EA 2 $ $ 28. Install LED Solar Panel Stop EA 2 $ $ Signs per Plans 29. Panel Signage EA 8 $ $ SUBTOTAL $ SITE FURNISHINGS 30. Relocate Bike Rack EA 1 $ $ 31. Bike Rack EA 1 $ $ 32. Relocate Bench EA 1 $ $ 33. Relocate Trash Receptacle EA 1 $ $ 34. Transit Seating Bench, 6’ L, EA 9 $ $ Backless, Surface Mount 35. Fiberglass Tapered Square EA 16 $ $ Planter 36. Tree Grate, 6” Square KIVA, EA 2 $ $ Pedestrian Duty 37. Trash Receptacle EA 6 $ $ 38. Removable Steel Bollard EA 7 $ $ SUBTOTAL $ GARAGE SCREENS 39. Decorative Screen Panel SF 1384 $ $ Assembly 40. Modular Trellis Panel SF 962 $ $ Assembly SUBTOTAL $ UTILITIES STORM DRAIN 41. Biofiltration and Retention LS 1 $ $ System 42. Construct Catch Basin, Single EA 1 $ $ Grate 43. Construct Catch Basin, EA 1 $ $ Double Grate 44. StormFilter Steel Catch Basin EA 3 $ $ 18” Cartridge 45. StormFilter Steel Curb Inlet EA 1 $ $ 18” Cartridge 46. SD Pipe, 3” PVC – Sidewalk LF 100 $ $ Underdrain per Plans IFB 18-008
SUBTOTAL $ WET UTILITIES 47. Private Waterline Extension LS 1 $ $ 48. Adjust to Finish Grade, SS EA 3 $ $ Interceptor 49. Adjust to Finish Grade, SS EA 3 $ $ Cleanout 50. Adjust to Finish Grade, Water EA 1 $ $ Meter 51. Adjust to Finish Grade, Blow- EA 1 $ $ Off Valve, 4” SUBTOTAL $ ELECTRICAL AND COMMUNICATIONS SYSTEM 52. Construct Site Electrical and LS 1 $ $ Communications System 53. Photovoltaic System LS 1 $ $ SUBTOTAL $
TOTAL OF EXTENDED PRICES (Lines 1 to 53) $
Note: The Total of Extended Prices above must match the Total Lump Sum Bid Amount on the cover page of the Bid Form. (Includes all direct and indirect costs and profit and overhead).
The Contractor shall carefully check and verify all dimensions and quantities before submitting a bid. Contractor shall conduct a careful examination of the premises and shall thoroughly familiarize themselves with the requirements of the contract and scope of the work to be done. By the act of submitting a bid for the work included in this contract, the Contractor shall be deemed to have made such study and examination, and is familiar with the conditions of the sites.
Definitions of column abbreviations: (CDAY) Calendar Day (LB) Pound (MO) Month (SY) Square Yard (WDAY) Work Day (CY) Cubic Yard (LF) Lineal Foot (PR) Pair (TF) Track Foot (YR) Year (EA) Each (LS) Lump Sum (SF) Square Foot (TON) Ton
In the case of an error in the LUMP SUM figures entered by the Bidder versus the TOTAL OF EXTENDED PRICES line, the figures shall be corrected by the AGENCY and that corrected extension shall be the Total Bid Amount for the purposes of bid evaluation.
If the LUMP SUM prices are illegible or are omitted, the bid may be deemed to be nonresponsive.
The AGENCY will correct discrepancies accordingly, and the corrected Total Bid Amount determined by the AGENCY will be final.
SECTION III
REQUIRED FORMS
CERTIFICATION OF PRIMARY PARTICIPANT Regarding Debarment, Suspension and Other Responsibility Matters
For use by prime contractors submitting a proposal in an amount equal to or greater than $25,000.
The certifies to the best of its knowledge and (firm name/principal) belief, that it and its principals:
1. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency;
2. Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property;
3. Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (2) of this certification; and
4. Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default.
If unable to certify to any of the statements in this certification, the participant shall attach an explanation to this certification.
The primary participant, certifies or (firm name/principal) affirms the truthfulness and accuracy of the contents of the statements submitted on or with this certification and understands that the provisions of 31 U.S.C. sections 3801 et seq. are applicable thereto.
Signature and Title of Authorized Official
CERTIFICATION OF LOWER-TIER PARTICIPANTS Regarding Debarment, Suspension and Other Ineligibility and Voluntary Exclusion
For use by sub-contractors who submitted proposals to the prime contractor in an amount equal to or greater than $25,000.
The (firm name/principal) certifies by submission of this proposal, that neither it nor its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participant in this transaction by any Federal department or agency.
If unable to certify to any of the statements in this certification, such participant shall attach an explanation to this proposal.
The (firm name/principal) certifies or affirms the truthfulness and accuracy of the statements submitted on or with this certification and understands that the provisions of 31 U.S.C. sections 3801 et seq. are applicable thereto.
Signature and Title of Authorized Official
CERTIFICATION OF RESTRICTIONS ON LOBBYING
I, ______, hereby certify on behalf (name of proposer) of
______that: (name of company)
(1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement.
(2) If any funds, other than Federal appropriated funds, have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form - LLL, "Disclosure of Lobbying Activities," in accordance with its instructions.
(3) The undersigned shall require that the language of this certification be included in all subcontracts, and that all subcontractors shall certify and disclose accordingly.
This certification is a material representation of fact upon which reliance is placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, title 31, U.S. Code. Any person who fails to file the required certification shall be subject to civil penalty of not less than $10,000 and not more than $100,000 for each such failure.
Executed this day of ___ , 20
By (signature of authorized official)
(title of authorized official)
Agreement No.
CERTIFICATION OF DRUG FREE WORKPLACE
I, ______(name of authorized official), hereby certify on behalf of (name of company) that the CONTRACTOR named above, and all Sub-Contractors working on this contract, will comply with California Government Code Section 8355 in matters relating to providing a drug-free workplace. The CONTRACTOR and all Sub-Contractors will therefore: 1. Publish a statement notifying employees that unlawful manufacture, distribution, dispensation, possession, or use of a controlled substance are prohibited, and that specified actions will be taken against employees for violation of these prohibitions, as required by California Government Code Section 8355(a). 2. Establish a Drug-free Awareness Program, as required by California Government Code Section 8355(b), to inform employees all of the following: a. The dangers of drug abuse in the workplace; b. The firm’s policy of maintaining a drug-free workplace; c. Any available counseling, rehabilitation and employee assistance programs, and; d. Penalties that may be imposed upon employees for drug abuse violations, including that no employee who tests positive for use of a controlled substance shall be permitted to work on this contract. 3. Provide, as required by California Government Code Section 8355(c), that every employee who works on the proposed contract: a. Will receive a copy of the firm’s drug-free policy statement, and; b. Will agree to abide by the terms of the firm’s statement as a condition of employment on the contract.
CERTIFICATION:
I, ______(name of authorized official), hereby certify that the above-named company, which I am duly authorized to represent, will comply with the Drug Free Workplace requirements of this contract. I understand that this certification is made under penalty of perjury, under the laws of the State of California.
Executed this ______day of , 20 ______.
Signature of Authorized Official Title
“BUY AMERICA” PROVISION
The contractor agrees to comply with 49 U.S.C. 5323(j) and 49 C.F.R. Part 661, which provide that Federal funds may not be obligated unless steel, iron and manufactured products used in FTA-funded projects are produced in the United States, unless a waiver has been granted by FTA or the product is subject to a general waiver. General waivers are listed in 49 C.F.R. 661.7, and include microprocessors, computers, microcomputers, or software, or other such devises, which are used solely for the purpose of processing or storing data.
A bidder or offeror must submit to the FTA recipient the appropriate Buy America certification (below) with all bids or offers on FTA-funded contracts, except those subject to a general waiver. Bids or offers that are not accompanied by a completed Buy America certification must be rejected as nonresponsive. This requirement does not apply to lower tier subcontractors.
“BUY AMERICA” CERTIFICATION
Certificate of Compliance with Buy America Requirements
The bidder or offeror hereby certifies that it will comply with the requirements of 49 U.S.C. 5323(j)(1) and the applicable regulations in 49 CFR 661.
Date ______
Signature ______
Company ______
Name ______
Title ______
Certificate of Non-Compliance with Buy America Requirements
The bidder or offeror hereby certifies that it cannot comply with the requirements of 49 U.S.C. 5323(j), but may qualify for an exemption to the requirement pursuant to 49 U.S.C. 5323(j)(2), as amended, and the applicable regulations in 49 CFR 661.7.
Date ______
Signature ______
Company ______
Name ______
Title ______
FAITHFUL PERFORMANCE BOND FOR RIVERSIDE TRANSIT AGENCY
KNOW ALL MEN BY THESE PRESENTS that ______as CONTRACTOR and ______, as SURETY, are held and firmly bound unto Riverside Transit Agency, as RTA, in the penal sum of ______Dollars ($ ______), which is ONE- HUNDRED PERCENT (100%) of the total Contract amount for the above stated project, for the payment of which sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with RTA for the above stated project, if CONTRACTOR faithfully performs and fulfills all obligations under the Contract Documents in the manner and time specified therein, then this obligation shall be null and void, otherwise it shall remain in full force and in effect in favor of RTA; provided that any alterations in the obligations or time for completion made pursuant to the terms of the Contract Documents shall not in any way release either CONTRACTOR or SURETY, and notice of such alterations is hereby waived by SURETY.
IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this ______day of ______, 20_____, CONTRACTOR * ______
SURETY * ______Subscribed and sworn to this ______day of ______, 20_____.
NOTARY REPUBLIC • Provide CONTRACTOR/SURETY name, address and telephone number and the name, title, address and telephone number of authorized representative.
BID BOND
FOR
RIVERSIDE TRANSIT AGENCY
KNOWN ALL MEN BY THESE PRESENTS that ______, as BIDDER, and ______, as SURETY, are held and firmly bound unto Riverside Transit Agency, as RTA, in the sum of ______dollars ($ ______), which is five percent (5%) of the total amount bid by BIDDER to RTA for the above stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to RTA for the above stated project, if said bid is rejected, or if said bid is accepted and a Contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of RTA.
IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals, this ______day of ______, 20______.
BIDDER* ______SURETY* ______Subscribed and sworn to this ______day of ______, 20______/ NOTARY PUBLIC ______* Provide BIDDER/SURETY name, address and telephone number and the name, title, address and telephone number of authorized representative.
MATERIAL AND LABOR BOND FOR RIVERSIDE TRANSIT AGENCY
KNOW ALL MEN BY THESE PRESENTS that ______as CONTRACTOR and ______, as SURETY, are held and firmly bound unto Riverside Transit Agency, as RTA, in the penal sum of ______Dollars ($ ______), which is FIFTY PERCENT (50%) of the total Contract amount for the above stated project, for the payment of which sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with RTA for the above stated project, if CONTRACTOR or any subcontractor fails to pay for any labor or material of any kind used in the performance of the work to be done under said contract, or fails to submit amounts due under the State Unemployment Insurance Act with respect to said labor, SURETY will pay for the same in an amount not exceeding the sum set forth above, which amount shall insure to the benefit of all persons entitled to file claims under the State Code of Civil Procedures; provided that any alterations in the work to be done, materials to be furnished, or time for completion made pursuant to the terms of the Contract Documents shall not in any way release either CONTRACTOR or SURETY and notice of said alterations is hereby waived by SURETY.
IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this ______day of ______, 20 ______, CONTRACTOR* ______SURETY * ______Subscribed and sworn to this ______day of ______, 20 ______.
NOTARY REPUBLIC * Provide CONTRACTOR/SURETY name, address and telephone number and the name, title, address and telephone number of authorized representative.
PARTY DISCLOSURE FORM Information Sheet
RIVERSIDE TRANSIT AGENCY
California Government Code §84308, commonly referred to as the “Levine Act,” precludes an officer, and his or her alternate, of a local government agency from participating in the award of a contract if he or she receives any political contributions totaling more than $250 in the 12 months preceding the pendency of the contract award, and three months following the decision, from the person or company awarded the contract. This prohibition applies to contributions to the officer, or received by the officer on behalf of any officer, or on behalf of any candidate for office or on behalf of any committee.
IMPORTANT NOTICE
Basic Provisions of Government Code Section 84308
A. If you are an applicant for, or the subject of, any proceeding involving a license, permit, or other entitlement for use, you are prohibited from making a campaign contribution of more than $250 to any board member or his or her alternate. This prohibition begins on the date your application is filed or the proceeding is otherwise initiated, and the prohibition ends three months after a final decision is rendered by the Board of Directors. In addition, no board member or alternate may solicit or accept a campaign contribution of more than $250 from you during this period.
B. These prohibitions also apply to your agents, and, if you are a closely held corporation, to your majority shareholder as well. These prohibitions also apply to your subcontractor(s), joint venture(s), and partner(s) in this proceeding. Also included are parent companies and subsidiary companies directed and controlled by you, and political action committees directed and controlled by you.
C. You must file the attached disclosure form and disclose whether you or your agent(s) have in the aggregate contributed more than $250 to any board member or his or her alternate during the 12-month period preceding the filing of the application or the initiation of the proceeding.
D. If you or your agent have in the aggregate contributed more than $250 to any individual board member or his/or her alternate during the 12 months preceding the decision on the application or proceeding, that board member or alternate must disqualify himself or herself from the decision. However, disqualification is not required if the board member or alternate returns the campaign contribution within 30 days from the time the director knows, or should have known, about both the contribution and the fact that you are a party in the proceeding. The Party Disclosure Form should be completed and filed with your proposal, or with the first written document, you file or submit after the proceeding commences.
1. A proceeding involving “a license, permit, or other entitlement for use” includes all business, professional, trade and land use licenses and permits, and all other entitlements for use, including all entitlements for land use, all contracts (other than competitively bid, labor or personal employment contracts), and all franchises.
2. Your “agent” is someone who represents you in connection with a proceeding involving a license, permit or other entitlement for use. If an individual acting as an agent is also acting in his or her capacity as an employee or member of a law, architectural, engineering, consulting firm, or similar business entity, both the business entity and the individual are “agents.”
3. To determine whether a campaign contribution of more than $250 has been made by you, campaign contributions made by you within the preceding 12 months must be aggregated with those made by your agent within the preceding 12 months or the period of the agency, whichever is shorter. Contributions made by your majority shareholder (if a closely held corporation), your subcontractor(s), your joint venture(s), and your partner(s) in this proceeding must also be included as part of the aggregation. Campaign contributions made to different directors or their alternates are not aggregated.
4. A list of the members and alternates of the Board of Directors is attached.
This notice summarizes the major requirements of Government Code Section 84308 of the Political Reform Act and 2 Cal. Adm. Code Sections 18438-18438.8.
PARTY DISCLOSURE FORM RIVERSIDE TRANSIT AGENCY AND ITS AFFILIATED AGENCIES
_____ No contributions have been made during the preceding 12 months. (Skip following portion and have authorized person sign where indicated.)
______Contributions have been made during the preceding 12 months as detailed below.
Party’s Name: ______
Party’s Address: ______Street ______City State Zip Phone Application or Proceeding Title and Number:______
Board Member(s) or Alternate(s) to whom you and/or your agent made campaign contributions and dates of contribution(s) in the preceding 12 months:
Name of Member:______
Name of Contributor (if other than Party): ______Date(s): ______Amount(s): ______
Name of Member: ______Name of Contributor (if other than Party): ______
Date(s): ______
Amount(s): ______
Name of Member: ______
Name of Contributor (if other than Party):______
Date(s): ______
Amount: ______
Date: ______
Signature of Party and/or Agent
RTA Board Members & Alternates 2018
City of Banning: Council Member Art Welch City of Murrieta: Council Member Randon (Mayor George Moyer, Alternate) Lane (Mayor Pro Tem Alan Long, Alternate)
City of Beaumont: Mayor Nancy Carroll (Council City of Norco: Council Member Berwin Member Michael Lara, Alternate) Hanna (Mayor Ted Hoffman, Alternate)
City of Calimesa: Council Member Linda Molina City of Perris: Council Member Tonya T. (Council Member Ed Clark, Alternate) Burke (Council Member Rita Rogers, Alternate)
City of Canyon Lake: Council Member Dawn City of Riverside: Council Member Andy Haggerty (Council Member Randy Bonner, Melendrez (Council Member Mike Gardner, Alternate) Alternate)
City of Corona: Council Member Dick Haley County of Riverside, District I: Supervisor (Council Member Jason Scott, Alternate) Kevin Jeffries (Jerry Sincich, Alternate-At – Large; Legislative Analyst Tricia Almiron, Alternate)
City of Eastvale: Council Member Brandon Plott County of Riverside, District II: Supervisor (Mayor Pro Tem Todd Rigby, Alternate) John Tavaglione (Ike Bootsma, Alternate-At- Large; (Andrea Puga, Alternate-At-Large)
City of Hemet: Council Member Linda Krupa County of Riverside, District III: Supervisor (Mayor Pro Tem Karlee Meyer, Alternate) Chuck Washington (Chief of Staff Jeff Comerchero, Alternate)
City of Jurupa Valley: Council Member Anthony County of Riverside, District V: Supervisor Kelly (Mayor Pro Tem Brian Berkson, Alternate) Marion Ashley (Chief of Staff Jaime Hurtado, Alternate)
City of Lake Elsinore: Council Member Daryl City of San Jacinto: Council Member Alonso Hickman (Council Member Robert Magee, Ledezma (Mayor Pro Tem Russ Utz, Alternate) Alternate)
City of Menifee: Council Member Greg August City of Temecula: Council Member Maryann (Mayor Pro Tem Lesa Sobek, Alternate) Edwards (Mayor Matt Rahn, Alternate)
City of Moreno Valley: Council Member David City of Wildomar: Council Member Bridgette Marquez (Dr. Yxstian A. Gutierrez Mayor, Moore (Mayor Pro Tem Marsha Swanson, Alternate) Alternate; Council Member Tim Walker, Alternate)
Updated 01-08-18
PARTICIPANT DISCLOSURE FORM Information Sheet
RIVERSIDE TRANSIT AGENCY
California Government Code §84308, commonly referred to as the “Levine Act,” precludes an officer, and his or her alternate, of a local government agency from participating in the award of a contract if he or she receives any political contributions totaling more than $250 in the 12 months preceding the pendency of the contract award, and three months following the decision, from the person or company awarded the contract. This prohibition applies to contributions to the officer, or received by the officer on behalf of any officer, or on behalf of any candidate for office or on behalf of any committee.
IMPORTANT NOTICE
Basic Provisions of Government Code Section 84308
A. If you are a participant in a proceeding involving a license, permit, or other entitlement for use, you are prohibited from making a campaign contribution of more than $250 to any board member or his or her alternate. This prohibition begins on the date you begin to actively support or oppose an application for license, permit, or other entitlement for use pending before the Riverside Transit Agency or any of its affiliated agencies, and continues until three months after a final decision is rendered on the application or proceeding by the Board of Directors.
No board member or alternate may solicit or accept a campaign contribution of more than $250 from you and/or your agency during this period if the board member or alternate knows or has reason to know that you are a participant.
B. The attached disclosure form must be filed if you or your agent have contributed more than $250 to any board member or alternate for the Riverside Transit Agency or any of its affiliated agencies during the 12-month period preceding the beginning of your active support or opposition. (The disclosure form will assist the board members in complying with the law.)
C. If you or your agent have made a contribution of more than $250 to any board member or alternate during the 12 months preceding the decision in the proceeding, that board member or alternate must disqualify himself or herself from the decision. However, disqualification is not required if the member or alternate returns the campaign contribution within 30 days from the time the director knows, or should have known, about both the contribution and the fact that you are a participant in the proceeding.
The Participant Disclosure Form should be completed and filed with the proposal submitted by a party, or should be completed and filed the first time that you lobby in person, testify in person before, or otherwise directly act to influence the vote of the board members of the Riverside Transit Agency or any of its affiliated agencies.
1. An individual or entity is a “participant” in a proceeding involving an application for a license, permit or other entitlement for use if: a. The individual or entity is not an actual party to the proceeding, but does have a significant financial interest in the Riverside Transit Agency’s or one of its affiliated agencies’ decision in the proceeding.
AND b. The individual or entity, directly or through an agent, does any of the following:
(1) Communicates directly, either in person or in writing, with a board member or alternate of the Riverside Transit Agency or any of its affiliated agencies for the purpose of influencing the member’s vote on the proposal;
(2) Communicates with an employee of the Riverside Transit Agency or any of its affiliated agencies for the purpose of influencing a member’s vote on the proposal; or
(3) Testifies or makes an oral statement before the Board of Directors of the Riverside Transit Agency or any of its affiliated agencies.
2. A proceeding involving “a license, permit, or other entitlement for use” includes all business, professional, trade and land use licenses and permits, and all other entitlements for use, including all entitlements for land use; all contracts (other than competitively bid, labor, or personal employment contracts) and all franchises.
3. Your “agent” is someone who represents you in connection with a proceeding involving a license, permit, or other entitlement for use. If an agent acting as an employee or member of a law, architectural, engineering, or consulting firm, or a similar business entity or corporation, both the business entity or corporation and the individual are agents.
4. To determine whether a campaign contribution of more than $250 has been made by a participant or his or her agent, contributions made by the participant within the preceding 12 months shall be aggregated with those made by the agent within the preceding 12 months or the period of the agency, whichever is shorter. Campaign contributions made to different members or alternates are not aggregated.
5. A list of the members and alternates of the Board of Directors is attached.
This notice summarizes the major requirements of Government Code Section 84308 and 2 Cal. Adm. Code Sections 18438-1 8438.8.
PARTICIPANT DISCLOSURE FORM RIVERSIDE TRANSIT AGENCY AND ITS AFFILIATED AGENCIES
______No contributions have been made during the preceding 12 months. (Skip following portion and have authorized person sign where indicated below.)
______Contributions have been made during the preceding 12 months as detailed below.
Party’s Name: ______
Party’s Address: ______Street Address ______City State Zip Phone
Application or Proceeding Title and Number: ______
Board Member(s) or Alternate(s) to whom you and/or your agent made campaign contributions and dates of contribution(s) in the preceding 12 months:
Name of Member: ______Name of Contributor (if other than Party): ______
Date(s): ______
Amount(s): ______
Name of Member: ______Name of Contributor (if other than Party): ______
Date(s): ______
Amount(s): ______
Name of Member: ______Name of Contributor (if other than Party): ______
Date(s): ______
Amount(s): ______
Date: ______
Signature of Party and/or Agent
RTA Board Members & Alternates 2018
City of Banning: Council Member Art Welch City of Murrieta: Council Member Randon (Mayor George Moyer, Alternate) Lane (Mayor Pro Tem Alan Long, Alternate)
City of Beaumont: Mayor Nancy Carroll (Council City of Norco: Council Member Berwin Member Michael Lara, Alternate) Hanna (Mayor Ted Hoffman, Alternate)
City of Calimesa: Council Member Linda Molina City of Perris: Council Member Tonya T. (Council Member Ed Clark, Alternate) Burke (Council Member Rita Rogers, Alternate)
City of Canyon Lake: Council Member Dawn City of Riverside: Council Member Andy Haggerty (Council Member Randy Bonner, Melendrez (Council Member Mike Gardner, Alternate) Alternate)
City of Corona: Council Member Dick Haley County of Riverside, District I: Supervisor (Council Member Jason Scott, Alternate) Kevin Jeffries (Jerry Sincich, Alternate-At – Large; Legislative Analyst Tricia Almiron, Alternate)
City of Eastvale: Council Member Brandon Plott County of Riverside, District II: Supervisor (Mayor Pro Tem Todd Rigby, Alternate) John Tavaglione (Ike Bootsma, Alternate-At- Large; (Andrea Puga, Alternate-At-Large)
City of Hemet: Council Member Linda Krupa County of Riverside, District III: Supervisor (Mayor Pro Tem Karlee Meyer, Alternate) Chuck Washington (Chief of Staff Jeff Comerchero, Alternate)
City of Jurupa Valley: Council Member Anthony County of Riverside, District V: Supervisor Kelly (Mayor Pro Tem Brian Berkson, Alternate) Marion Ashley (Chief of Staff Jaime Hurtado, Alternate)
City of Lake Elsinore: Council Member Daryl City of San Jacinto: Council Member Alonso Hickman (Council Member Robert Magee, Ledezma (Mayor Pro Tem Russ Utz, Alternate) Alternate)
City of Menifee: Council Member Greg August City of Temecula: Council Member Maryann (Mayor Pro Tem Lesa Sobek, Alternate) Edwards (Mayor Matt Rahn, Alternate)
City of Moreno Valley: Council Member David City of Wildomar: Council Member Bridgette Marquez (Dr. Yxstian A. Gutierrez Mayor, Moore (Mayor Pro Tem Marsha Swanson, Alternate) Alternate; Council Member Tim Walker, Alternate)
Updated 01-08-18
AFFIDAVIT OF NON-COLLUSION (required) Submit this form with the Price Proposal, failure to do so is grounds for disqualification. I hereby swear (or affirm) under penalty of perjury that: 1. I am the bidder (if the bidder is an individual), a partner in the bid (if the bidder is a partnership), or an officer or employee of the bidding corporation and have authority to sign on its behalf (if the bidder is a corporation); 2. The bidder has independently produced the attached bid(s) without collusion, agreement, understanding or planned common course of action, with any other source, that would limit independent bidding competition; 3. The contents of the bid(s) have not been communicated by the bidder and or its employees and or agents to any person not an employee and or agent of the bidder and or its surety, on any bond furnished with the bid, and will not be communicated to any such person prior to the official opening of the bid, and 4. I have fully informed myself regarding the accuracy of the statements made in this affidavit.
Bidder’s Company Name Legal Structure (corp./partner/proprietor) Principal Office Address City, ST, Zip Phone Number Fax Number E-Mail Federal Employer Identification Number Title of Person Authorized to Sign Print Name of Person Authorized to Sign
Date Signed by Authorized Signatory
CALIFORNIA PREVAILING WAGE LAWS § 1861
CERTIFICATION BY CONTRACTOR
I am aware of and acknowledge the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.
Date ______
Signature ______
Company ______
Name ______
Title ______
FINANCIAL STATUS REQUIREMENT
CERTIFICATION BY CONTRACTOR
I am aware of and acknowledge the requirement to submit financial documentation that meets the following criteria: • Clearly identifies the financial status and condition of Bidder’s immediate business entity, as well as that of the overall Company structure, if applicable, and; • Covers a period of at least one (1) year, and; • Is dated not more than 12-months prior to the date of bid submission.
I understand examples of acceptable documentation include: • Audited financial statements, or; • Dun and Bradstreet report, or; • Filed Federal tax return for immediately preceding tax year, or; • One-page CPA summary.
I affirm that: • I have attached the requisite financial documentation (staple financial documents to this certification), and; • I have fully executed this certification; see below, and; • I will include this certification and the attached financial documents with my sealed bid.
Date ______
Signature ______
Company ______
Name ______
Title ______
INFORMATION REQUIRED OF BIDDER
The Bidder is required to supply the following information. Additional sheets may be attached if necessary.
1. Name of Bidder, Firm or Corporation: ______
2. Business Address: ______
3. Telephone: ( ) ______
4. Type of Firm--Individual, Partnership or Corporation: ______
5. Corporation organized under the laws of state of: ______
6. Contractor/Business License No.: Years of Experience: ______
License Type/Expiration Date: ______
7. List the names and addresses of all owners of the firm or names and titles of all officers of the corporation: ______
______
8. Key Personnel to work on this Project (include title): i. ______ii. ______iii. ______
9. List at least three project references for services rendered as of recent date:
Contract Type of Date Name and Address Contact Name and Phone Type Service/Product Completed of Owner Number
10. List three credit references as follows:
Name:______
Address:______
Telephone: ______
Contact:______
Name:______
Address:______
Telephone: ______
Contact:______
Name:______
Address:______
Telephone: ______
Contact:______
11. BIDDERS must submit its most current Audited financial statements, a Dun & Bradstreet report, last year’s tax return or a one-page summary from a CPA. This statement should clearly identify the financial status and condition of the Offeror’s immediate business entity, as well as that of the overall Company structure, if applicable; the date of this statement should cover a period of at least one (1) year and should be dated no more than twelve (12) months prior to the date of the bid submission.
12. BIDDER to provide its Workers’ Compensation Experience Mod Factor for the past three years.
2014 ______
2015 ______
2016 ______
If BIDDER is self-insured, the total number of injuries (lost-time and medical only) each for the past three years and the corresponding payroll dollars by year shall be provided as an attachment.
13. List of Suppliers for Major Items (provide an attachment if necessary):
Name:______
Address:______
Item Being Supplied:______
14. Labor Agreements
Union(s) ______
Local No.(s)______
Expiration date of current agreement(s)______
SECTION IV
PROJECT SPECIFICATIONS AND PROJECT DRAWINGS
EXHIBIT B
SCOPE OF WORK
REVISED GENERAL PROVISIONS FOR PROMENADE MALL BUS STOP EXPANSION
A. SCOPE OF WORK The work to be done consists of furnishing all materials, equipment, tools, labor, and incidentals as required by the Plans, Specifications, and contract documents. The general items of work include clearing, grubbing, grading, trenching, excavation, and installation of sidewalk, landscaping, irrigation, signage, solar paneling, lighting, shelter canopies, concrete and asphalt pavement, architectural treatments, pylon, storm drain, inlets, and street improvements as required to construct the Promenade Mall Mobility Hub Project and all items not mentioned but indicated in the Plans, Specifications, and the Standard Specifications within the Contract Documents. B. LOCATION OF WORK The general locations and limits of the work are as follows: In the City of Temecula along Ring Road within the Forest City Temecula Promenade Mall property.
C. TIME OF COMPLETION The Contractor shall complete all work in every detail within 180 (one hundred eighty) calendar days after the date in the Notice to Proceed with the Work, including: 1. Ring Road Bus Stop Expansion Improvements and associated work. 2. Wine Shuttle Stop Improvements and associated work.
D. NOTIFICATION The Contractor shall notify the staff at the City of Temecula, Temecula Promenade Mall, and the owners of all utilities and substructures not less than 48 hours prior to starting construction. The following list of names and telephone numbers is intended for the convenience of the Contractor and is not guaranteed to be complete or correct: Forest City Promenade Mall Security: Chris Loswego, (951) 296-0975 Forest City Promenade Mall General Manager: Jeff Kurtz, (951) 296-0975 City of Temecula Public Works/Utilities: Patrick Thomas, (951) 694-6411 Eastern Municipal Water District (Sewer): Rebecca Tibayan, (951) 928-3777 x4330 Southern California Gas Company: Arturo Moriel (909) 335-7844 Frontier Utilities: Desiree Serrano, (909) 748-6640 Charter Communications: Keith Klump, (951) 547-3831 Level 3 Communications: Caleb King, (918) 547-0007 Rancho California Water Distract (Water): Kim Kerckhoff, (951) 296-6994 E. EMERGENCY INFORMATION The names, addresses, and telephone numbers of the Contractor and subcontractors, or their representatives, shall be filed with the Engineer, Temecula Promenade Security Department, and the County Sheriff’s Department or the City Police Department prior to beginning work. F. STANDARD SPECIFICATIONS The project provisions applicable to this contract shall be those set forth in California Building Code (CBC), California Mechanical Code (CMC), California Plumbing Code (CPC), and California Electrical Code (CEC), City of Temecula Dept of Public Works Engineering and Construction Manual, 2013 edition, California Energy Standards and the Standard Specifications for Public Works Construction, 2015 edition, hereinafter referred to as “Standard Specifications.” The Standard Specifications are referred to and by this reference are made a part hereof as though set forth at length. The Contractor is required to comply with the Standard Specifications in addition to the conditions set forth in these General Provisions and Technical Specifications. The Standard Specifications set forth above will control the general provisions, construction materials, and construction methods for this contract, except as amended by the Plans, Specifications, or other Contract Documents. The following Technical Specifications are supplementary and in addition to the provisions of the Standard Specifications unless otherwise noted and the section numbers of the Technical Specifications coincide with those of the said Standard Specifications. Only those sections requiring elaborations, amendments, specifying of options, or additions are called out. G. CHANGES AND EXTRA WORK The owner may make changes within the scope of work and add extra work. The engineer describes the changes and extra work, the payment basis, and any time adjustment in a Change Order. A Change Order is approved when the owner signs the Change Order. Until the Owner approves a Change Order, continue to perform the work under the Contract unless the Engineer orders you to start the work described in the Change Order before its approval. RTA SPECIAL PROVISIONS
PROMENADE MALL BUS STOP EXPANSION PROJECT JANUARY 23, 2018 Table of Contents
Section 01000 Mobilization ...... 6
Section 01001 Permits ...... 7
Section 01010 Contractor’s Request for Information (RFIs) ...... 8
Section 01020 Submittals ...... 10
Section 01030 Sequencing, Restrictions, and Parameters ...... 13
Section 01040 Traffic Control ...... 15
Section 01041 Noise Control ...... 18
Section 01042 Erosion Control and Storm Water Pollution Prevention ...... 20
Section 01050 Clearing and Grubbing ...... 24
Section 01060 Site Earthwork ...... 28
Section 01070 Underground Conduit Construction ...... 30
Section 01080 Dynamic and Static Site Signage ...... 32
Section 01090 Concrete, Paving and Curbs ...... 35
Section 01100 Asphalt Concrete Pavement ...... 38
Section 01110 Aggregate Base ...... 39
Section 01120 Removable Steel Bollard...... 40
Section 01130 Photovoltaic (PV) Systems...... 41
Section 01140 Landscape and Irrigation...... 44
Section 01150 Electrical Systems and Communications ...... 63
Section 01160 Architecturally-Exposed Structural Steel Framing ...... 86
Section 01170 Decorative Metal ...... 89
Section 01180 Structural Steel Framing ...... 91
Section 01190 Steel Decking ...... 103 Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 4 January 23, 2018 Section 01200 Selective Demolition ...... 109
Section 01210 Decorative Screen Panel Assembly ...... 112
Section 01220 Modular Trellis Panel Assembly ...... 115
Section 01230 Patching Portland Cement Plaster ...... 118
Section 01240 Exterior Painting ...... 121
Section 01250 High-Performance Coatings ...... 125
Section 01260 Display Cases ...... 135
Section 01270 Dimensional Letter Signage ...... 138
Section 01280 Panel Signage ...... 140
Section 01290 Pylon Signage ...... 143
Section 01300 Led Exterior Lighting ...... 150
Section 01310 Site Furnishings ...... 157
Section 01320 Linear Concrete Pavers ...... 161
Section 01330 Tactile Warning ...... 167
Section 01340 Pavement Markings ...... 168
Section 01350 Biofiltration and Retention System ...... 169
Section 01360 Adjust to New Finished Grade ...... 174
Section 01370 Catch Basin and Curb Inlet Cartridges ...... 175
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 5 January 23, 2018 SECTION 01000
MOBILIZATION
01000-1 SCOPE
The work of this Section shall consist of furnishing all labor, materials, equipment, supplies, appliances, services, and temporary services and facilities necessary for the execution and completion of all Mobilization and De-Mobilization Work as shown on the Plans and as described in the Specifications including, but not necessarily limited to, the following: · Preparatory operations including, but not limited to those efforts necessary for the movement of personnel, equipment, supplies, and incidentals to the Work site; · All other operations which must be performed or costs incurred prior to beginning Work on the site; · All operations necessary for De-Mobilization Work; · Provision and installation of Construction Fence per Standard Specification Section 7- 10.5.2 Security Fencing; · Secure all required permits, including but not limited to those required by the City of Temecula and County of Riverside; · Submittals per Standard Specifications Section 2-5.3 Submittals and Section 01020 SUBMITTALS of these Special Provisions. · Mobilization/De-Mobilization shall include the period of time between November 15, 2018 (de-mobilization) and January 2, 2019 (re-mobilization) in which Work shall be suspended during the Holiday Shopping Season, unless otherwise approved by the shopping center owner and the Engineer. · Contractor shall be provided adequate space for a construction lay-down area in close proximity to the project site at no cost to Contractor.
As a part of Mobilization, all submittals as specified in various individual sections of the Standard Specifications and these Special Provisions shall be forwarded to RTA in the format specified in Special Provisions Section 01020 SUBMITTALS. The Contractor shall allow for minimum Submittal review time as specified in Section 01020 of these Special Provisions.
01000-2 CONSTRUCTION METHODS
N/A
01000-3 MEASUREMENT AND PAYMENT
Mobilization/De-Mobilization shall be measured and paid for as Lump Sum per Subsection 9- 3.4 Mobilization of the Standard Specifications and shall not exceed 5% of the total amount bid for the Work.
END OF SECTION 01000
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 6 January 23, 2018 SECTION 01001
PERMITS
01001-1 SCOPE
All permits and approvals for laydown staging areas needed for performance of the Work shall be obtained by the Contractor.
01001-2 CONSTRUCTION METHODS
N/A
01001-3 MEASUREMENT AND PAYMENT
No separate measurement will be made for complying with the requirements of this section.
Full compensation for complying with the requirements of this section shall be considered to be included in the contract prices paid for various items of work and no additional compensation will be allowed therefor.
END OF SECTION 01001
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 7 January 23, 2018 SECTION 01010
CONTRACTOR’S REQUEST FOR INFORMATION (RFIS)
01010-1 SCOPE
This section sets forth the administrative requirements that Contractor and RTA are to adhere to for submission of, and responses to, of the Contractor’s requests for information.
RFI Submittal Requirements: A properly prepared RFI shall include a detailed written statement that indicates the specific Drawings or Specification in need of clarification and the nature of the clarification requested. a) Drawings shall be identified by drawing number and location on the sheet. b) Specifications shall be identified by Section number, page and paragraph.
An RFI that is not properly prepared will be returned marked “Not Reviewed” with a notation stating why the RFI does not meet submittal requirements.
When the Contractor is unable to determine from the Contract Documents the material, process or system to be incorporated into the Work, an informal clarification shall be requested of the Engineer at the next appropriate project meeting, so that when possible a response can be provided and entered into the meeting minutes. When such informal clarification is not possible due to the RFI’s complexity, or when clarification cannot wait until the next project meeting due to the urgency of the issue, the Contractor shall prepare and submit an RFI.
RFIs shall be submitted on a form acceptable to RTA. Forms shall be completely filled in and shall be fully legible when photocopied and/or scanned and emailed. Each page of attachments to RFIs shall bear the RFI number.
RFIs shall be originated by the Contractor: 1. RFIs from subcontractors or material suppliers shall be submitted through, reviewed, and signed by the Contractor prior to submittal to the Engineer. 2. RFIs sent by a subcontractor directly to the Engineer will not be accepted and will be returned unanswered.
In cases where RFIs are submitted to request clarification of coordination issues (for example, pipe and duct routing, clearances, specific locations of work shown diagrammatically, and similar issues), the Contractor shall fully lay out a suggested solution using drawings or sketches drawn to scale, and submit said drawings and sketches with the RFI. RFIs which fail to include a suggested solution will be returned unanswered with the notation that the Contractor is to submit a complete RFI.
In the event the Contractor believes that a clarification by the Engineer or RTA results in additional cost or time, the Contractor shall immediately notify the Engineer and shall not proceed with the Work indicated in the RFI until a change order is prepared and approved. An RFI alone shall not be considered adequate to justify a Contractor’s assertion of a cost increase
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 8 January 23, 2018 in the Work or a change in the project schedule. All such changes must be documented via official change orders.
The Contractor shall prepare and maintain a log of RFIs, and, at any time requested by the Engineer or RTA, shall furnish copies of the log showing outstanding RFI’s. The Contractor shall note unanswered RFIs in the log.
The Engineer will respond to properly prepared RFIs in one of the following ways: 1. Engineer’s supplemental instruction; 2. Request for Cost Proposal; 3. Instruction Bulletin; or, 4. RTA/Engineer may opt to retain RFI’s for discussion during regularly scheduled project meetings for inclusion or responses in meeting minutes in lieu of a separate written response in another form.
01010-2 CONSTRUCTION METHODS
N/A
01010-3 MEASUREMENT AND PAYMENT
No separate measurement will be made for complying with the requirements of this section.
Full compensation for complying with the requirements of this section shall be considered to be included in the contract prices paid for the various items of work involved, and no additional compensation will be allowed therefor.
END OF SECTION 01010
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 9 January 23, 2018 SECTION 01020
SUBMITTALS
01020-1 SCOPE
The Work of this section shall consist of furnishing all labor, materials, equipment, supplies, appliances and services and facilities necessary for the execution and completion of all Submittal work including, but not necessarily limited to, the following:
· Preparation of Submittal Schedule; · Submittal planning; · Submittal preparation, distribution, and transmittal, to include all of the following: o Product Data o Material Lists o Samples o Record Drawings
Replace subparagraph (a) with the following in Submittals Subsection 2-5.3.1 General:
(a) The Contractor shall allow for a minimum of 15 Working Days for review of submittals. The 15 day review time includes 10 days for initial review and 5 days for resubmittal review, as required.
Submittals shall include, but are not limited to, all Materials Lists, Catalog Cuts, Shop Drawings, material and color samples, and Construction Schedule, all as specified.
The Contractor shall coordinate preparation and processing of submittals with the performance of the related work. The Contractor shall transmit each submittal allowing sufficient lead time to obtain appropriate reviews and approvals as specified herein and to avoid delays in the related work.
The Contractor shall coordinate the submittal date for each submittal with the lead time needed for fabrication, purchasing, testing, delivery, review of other related submittals, and related work that require sequential processing/completion.
Concurrently with the development of the Contractor’s Construction Schedule (per Standard Specifications Section 6-1), the Contractor shall prepare a complete ‘Submittals Schedule’ for all anticipated Construction Submittals. The Contractor shall submit the Submittal Schedule together with the Construction Schedule at the Pre-Construction meeting. The Contractor shall itemize submittals in schedule in the chronological sequence planned for submission and shall include all submittals required by the Contract Documents. The following information shall be provided:
· Schedule date for initial submittal of each item;
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 10 January 23, 2018 · Related specification number; · Name of subcontractor or supplier, as applicable; · Record successive date(s) of any resubmittal(s); and, · Record date of RTA/Engineer approval of each submittal.
The Contractor is responsible to verify completeness of all submittals. Incomplete submittals, as determined at the sole discretion of the Engineer, will be rejected.
Upon receipt and review of the Contractor submittal, the Engineer will stamp the cover page of the submittal with a uniform, self-explanatory action stamp. The stamp will be appropriately marked, as follows, to indicate the action taken:
a) “No Exception Taken”: meaning that the part of the Work covered by the submittal may proceed. b) “Make Corrections Noted”: meaning that the part of the Work covered by the submittal may proceed provided it complies with the notations and corrections marked on the submittal, as well as the requirements of the Contract Documents. c) Returned for Re-Submittal: Submittals may be returned for re-submittal for various reasons. When a submittal is marked “Submit Specified Item,” “Rejected,” or “Revise and Resubmit,” the Contractor shall not proceed with any part of the Work covered by the submittal, including purchasing, fabrication, delivery, or any other associated activity. In the event a submittal is returned for re-submittal, the submittal shall either be revised to comply with the Contract Documents and resubmitted, or a new submittal shall be prepared in accordance with the notations and submitted; resubmission shall occur without delay. d) Other Action: Where a submittal is primarily for information or record purposes, special processing or other activity, the submittal will be returned, marked “Action Not Required.” e) Contractor shall repeat the submittal process as specified herein for all submittals as necessary to obtain an action mark that will allow the Work to proceed.
Contractor shall follow the following Distribution requirements for Submittals:
1. Do not proceed with the Work until an appropriately marked copy of the applicable submittal has been received from the Engineer and is in the Contractor’s possession. 2. Do not permit use of unmarked copies of submittals in connection with construction. 3. The Contractor shall not permit submittals marked “Rejected,” “Submit Specified Item,” or “Revise and Resubmit” to be used at the Project site, or elsewhere where Work is in progress.
For Product Data (“Catalog Cuts”), the Contractor shall assemble Product Data submittals into a single submittal package for each construction trade or system (e.g. Shelter, Bus Stop Furnishings, Signs, Electrical Lighting, Concrete, etc.). Product data submittals shall include all available printed information, such as, but not limited to, manufacturer’s installation instructions, catalog cuts, standard color charts, standard wire diagrams, and performance curves. Where
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 11 January 23, 2018 Product Data must be specially prepared because standard printed data is not suitable for use, submit as “Shop Drawings.”
Product Data submittals, as a minimum, shall include the following information:
a) Manufacturer’s printed recommendations; b) Compliance with recognized trade association standards; c) Compliance with recognized testing agency standards; d) Application of testing agency labels and seals; e) Notation of dimensions verified by field measurement; and, f) Notation of coordination requirements.
The Contractor shall keep and maintain “Record Prints” of the Work and shall include the following items in said prints:
1. Record of changes depicted accurately on one set of blue-line prints for all changes in the Work constituting departures from the original Contract Plans. 2. Record of changes shall be legible and include dimensions clearly outlined to the satisfaction of the RTA and Engineer. The Contractor shall submit Record Prints to the RTA and Engineer for approval prior to final inspection. 3. Record Prints shall include reference points to dimension the changes between two permanent points of reference (buildings, monuments, curbs, etc.). Data to be shown on Record Prints shall be recorded on a daily basis as the project is being constructed. 4. As-built items shall be shown and recorded that include locations and depths of the following types of underground items: a. Point(s) of connection for irrigation, domestic water, electric and similar underground utilities; b. Routing of underground conduits, irrigation pressure lines and utility lines; c. All types of valves in various piping systems, including gate valves, quick coupler and remote control valves; d. Related equipment (as may be directed by the Engineer). 5. The Contractor shall maintain Record Prints on site at all times.
01020-2 CONSTRUCTION METHODS
N/A
01020-3 MEASUREMENT AND PAYMENT
No separate measurement will be made for complying with the requirements of this section,
Full compensation for complying with the requirements of this section shall be considered to be included in the contract prices paid for the various items of work, and no additional compensation will be allowed therefor.
END OF SECTION 01020
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 12 January 23, 2018 SECTION 01030
SEQUENCING, RESTRICTIONS, AND PARAMETERS
01030-1 SCOPE
The Contractor shall conform their Order of Work to the requirements of these Special Provisions and the Construction Plans.
The Contractor’s first Order of Work shall include, but may not necessarily be limited to:
· Preparation and submittal of a Critical Path Schedule (Progress Schedule); · Procurement of shelter canopy system and accessories; · Procurement of water quality treatment units; · Procurement of any other long lead-time items; · Potholing.
All construction shall be “Substantially Complete,” within 180 calendar days of the Contractor’s Notice to Proceed.
There are three distinct project phases. The following table identifies those phases and sets forth the timeframes for which each phase shall commence and is to be completed, including when Liquidated Damages shall be assessed:
Description of Work to Phase be Performed in Phase Start End 1 Submit Baseline Critical NTP (Notice to On-going Path Schedule, Shop Proceed) Drawings, Plans and Submittals, Initiate Static sign and VMS Sign Fabrication Process, etc. 2 Commence Field Work – NTP+30 Calendar NTP+150 Calendar Concurrent Construction Days Days* of Ring Road Bus Stop Area and Wine Shuttle Stop Area 3 Deliver, Install, and Test NTP+20 Calendar NTP+180 Calendar Static and VMS Signs, Days, Days** Shelter Canopies, parking structure façade Or Earlier (Contract Completion) treatments, Including Final Acceptance CONTRACT COMPLETION SHALL BE NTP + 180 CALENDAR DAYS * Liquidated Damages will be assessed for late completion of Phase 2 at $500 per day.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 13 January 23, 2018 ** The Contractor will not be permitted to install shelter canopies, parking structure architectural treatments, or any construction work that directly or indirectly might affect traffic, parking, or pedestrian access to businesses between November 9th, 2018 and January 2nd, 2019. Additionally, Contractor shall not perform any work that creates excessive noise, and shall be required to get approval from the RTA and Engineer prior to starting any work to ensure it complies with both noise and traffic restrictions. The Contractor may install shelter canopies, architectural treatments, and/or other associated project work prior to November 9th or after January 2nd with no liquidated damage assessed. However, The Contractor will not be paid extra for idle time between November 9th, 2018and January 2nd, 2019.
Installation of station signage shall meet the requirements for “Substantial Completion,” as defined in the phasing schedule as outlined above.
All Work shall be identified on the Contractor’s baseline schedule. Additionally, the Contractor shall prepare a 3-week look-ahead schedule that shall be submitted to the Engineer and discussed at weekly progress meetings. Each activity shall have working days assigned to the activity.
01030-2 CONSTRUCTION METHODS
N/A
01030-3 MEASUREMENT AND PAYMENT
No separate measurement will be made for complying with the requirements of this section.
Full compensation for complying with the requirements of this section, including construction of any temporary work items required for construction, shall be considered to be included in the contract prices paid for the various items of work, and no additional compensation will be allowed therefor.
END OF SECTION 01030
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 14 January 23, 2018 SECTION 01040
TRAFFIC CONTROL
01040-1 SCOPE
The work of this Section shall consist of furnishing all labor, materials, equipment, supplies, appliances, services and facilities necessary for the implementation of Traffic Controls, including but not limited to: preparation of plans; installation, maintenance, and removal of cones, delineators, advanced warning signs, barricades, etc.; flagmen; written notices; temporary traffic stripe application; removal of existing striping by sandblasting; and, traffic rerouting.
The Contractor shall coordinate with the Forest City Promenade Mall Engineering and Security departments for appropriate traffic control in advance of and during special events.
The Contractor shall prepare Traffic Control Plans (TCPs) for pavement construction work, obtain City review and approvals/permits as necessary for said Traffic Control Plans, and fully implement and maintain said Traffic Control Plans.
All Traffic Control shall be in accordance with the Project’s Traffic Control Plans provided, the Contractor-provided Traffic Control Plans that have been approved and permitted by the City (as required), and the following:
Traffic Control Permit
1. The Contractor shall not begin work in the roadway without an approved Traffic Control Plan. The traffic control plans are not valid until Work dates are approved by Forest City Promenade Mall staff and a Traffic Control Permit is issued by the City of Temecula. 2. The Traffic Control Permit application submittal shall be coordinated so that no items of work will be delayed. To obtain a Traffic Control Permit, contact the City of Temecula Traffic Division, (951) 694-6411, for an appointment a minimum of Three (3) Weeks prior to starting the Work.
Traffic Control Devices
Traffic control devices must conform to the following, unless shown otherwise, on the Traffic Control Plans and Permit:
1. Use traffic control devices in accordance with the latest edition of the California MUTCD and the Standard Specifications. 2. Furnish, install, and maintain the traffic control devices as shown on the Traffic Control Permit and approved TCPs, and any additional traffic control devices as may be required to ensure the safe movement of vehicles and pedestrians, and to provide for the safety of construction workers. The Contractor shall install a minimum 42” high temporary chain link fence with a continuous detectable edging, or approved equal, at all locations where the pedestrian path of travel is adjacent to the work area. The 42” high temporary chain link fence, or approved Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 15 January 23, 2018 equal, shall be per MUTCD requirements. The Contractor shall relocate existing RTA informational, bus route, and bus schedule signs to temporary bus stop location for duration of construction. 3. The Contractor’s name or the Supplier’s name that owns the traffic control devices must be clearly noted on each device. 4. Barricades used at night must be equipped with flashing lights. Signs used at night must be reflectorized with a material that has a smooth, sealed outer surface, or illuminated to show approximately the same shape and color day and night. Use internally or externally illuminated signs where there is significant interference from extraneous light sources and reflectorized signs will not be effective. External light sources must be properly shielded to protect drivers from glare. Street lighting is not adequate for sign illumination. 5. Do not store or allow equipment, material, or debris to remain in the public right- of-way or major access driveways without prior approval by the Engineer. 6. Travel lanes must be 12’ wide, minimum, unless otherwise approved by the City of Temecula Department of Public Works. 7. Maintain cross traffic and turning movements at the intersections. 8. Pedestrian and bicycle access and control must be provided and maintained at all times, unless otherwise approved by the Department of Public Works. 9. Backfill or cover trenches with steel trench plates at the end of each work day. Place an asphalt ramp around each trench plate to prevent the plate from being dislodged. Upon completion of excavation backfill, provide a satisfactory surface for traffic. Portable concrete barrier -- i.e., K-rail, additional noticing, and other items which may be required when trenching cannot be secured overnight by backfilling or trench-plating. 10. All striping removed or damaged by construction work must be replaced within 24 hours) 11. Utilize Armorcast Guardian 170 Barrier Heavy Duty, or approved equal, water- filled plastic rails to direct pedestrians to pedestrian ramps at all street corners. 12. Post signs notifying the public a minimum of 5 Working Days prior to closure, or detour, of streets. 13. A solar-powered flashing arrow board is required on all arterial street lane closures. 14. Maintain full width of all traffic lanes of the existing roadway during non-working hours, on designated holidays, and when construction operations are not actively in progress on Working Days. 15. Keep the streets in and adjacent to the construction area clean.
Submit proposed changes to, and deviations from, the traffic control plans or permit for the Engineer’s approval. Prior to implementation, the Engineer will observe the implementation of Traffic Control Plans and reserves the right to require the Contractor to make changes as field conditions warrant. The Engineer may approve changes to the Traffic Control Plan or Permit; said changes shall only be valid if directed in writing by the Engineer. Call the Traffic Control Division, (951) 694-6411, for an appointment to request a revision to the Traffic Control Plan or Permit. Such changes must supersede the original Traffic Control Plan or Permit. In such case, the Contractor shall assume full responsibility and liability for said revisions.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 16 January 23, 2018 Street Closures and Detours
1. Comply with all applicable State, County, and City requirements for closures of streets. 2. Street closures, detours, barricades lights, other safety devices must conform to the State of California Manual of Traffic Controls. 3. The Contractor shall provide barriers, guards, lights, signs, temporary bridges, flag persons, and watch persons. The Contractor shall be responsible for compliance with additional public safety requirements which may arise. The Contractor must furnish and install signs and warning devices and promptly remove them upon completion of the Work. 4. At least 48 hours in advance of closing, partially closing or reopening, any street, alley, or other public thoroughfare, the Contractor must notify the Police, Fire, and Traffic and Engineering Departments, and shall comply with their requirements. Deviations to street closures and detours must first be approved in writing by the Engineer. 5. Note the owner’s name clearly on the traffic control safety devices. 6. Construct and maintain detours at the proper time. The Engineer will order that the Work be stopped and the construction site made safe, as determined at the sole discretion of the Engineer, if the Contractor fails or refuses to construct and maintain detours as required. 7. Furnish flag persons when required to give adequate warning to traffic or to the public of any dangerous conditions to be encountered.
01040-2 CONSTRUCTION METHODS
Vehicular Traffic. Grading operations, pavement milling, roadway excavation and fill construction shall be conducted by the Contractor in a manner to provide a reasonably smooth and satisfactory surface for traffic. When rough grading is completed, the roadbed surface shall be brought to a smooth, even condition satisfactory for traffic.
Pavement disruptions 1.5” or greater shall have a beveled edge of 4 horizontal to 1 vertical.
01040-3 MEASUREMENT AND PAYMENT
Traffic Control shall be measured and paid for as Lump Sum and shall include full compensation for furnishing all labor, materials, tools, equipment, construction area signs, transportation, and incidentals for all necessary and required Traffic Control and Stage Construction to completely implement and maintain the Traffic Control Plans, the Standard Specifications, these Special Provisions, and any approved revisions thereto, including, but not limited to, obtaining all permits, payment of all fees, and all required coordination efforts, and no additional compensation will be allowed therefor.
END OF SECTION 01040
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 17 January 23, 2018 SECTION 01041
NOISE CONTROL
01041-1 SCOPE
The Contractor shall comply with all relevant City of Temecula noise control requirements, noise/sound levels, and permissible hours of operation. Permits from the City of Temecula may be required in order to be in compliance with the local municipal code and ordinances. Obtaining permits, including permit fees, shall be the responsibility of the Contractor. The Contractor shall comply with the permitting requirements of the City of Temecula.
Further, this section applies to equipment on the project or associated with the project, including trucks, transit mixers, stationary equipment, and transient equipment.
1. Noise Control Plan
A Noise Control Plan shall be prepared by the Contractor and submitted to the Engineer. The plan shall identify reasonable and feasible methods of mitigating night time construction noise. As a minimum, the following items shall be considered in the Noise Control Plan:
· Enclosures around noise-producing stationary sources. · Selection of low sound level equipment and the lowest acoustic height for performing tasks. · Alternatives to standard backup beepers. · Specially quieted equipment. · Performance of construction vehicle maintenance off-site between 7:00 a.m. and 7:00 p.m. · Limit delivery of materials (with the exception of concrete) to between 7:00 a.m. and 7:00 p.m.
Coordination with RTA and Forest City is required regarding distribution of public notification and complaint response procedures to the community no less than 30 days prior to the start of construction. The Contractor shall provide both RTA and Forest City the planned work, the hours of construction, and the procedures for handling public complaints and inquiries. A contact number for the project site manager should be included with each notification to expedite the handling of complaints or other inquiries.
01041-2 CONSTRUCTION METHODS
Vehicular Traffic. Grading operations, roadway excavation and fill construction shall be conducted by the Contractor in a manner to provide and maintain a reasonably smooth and satisfactory surface for traffic. When rough grading is completed, the roadbed surface shall be brought to a smooth, even condition satisfactory for traffic and maintained in that condition.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 18 January 23, 2018 Pavement disruptions 1.5” or greater shall have a beveled edge of 4 horizontal to 1 vertical.
01041-3 MEASUREMENT AND PAYMENT
No separate measurement will be made for complying with the requirements of this section.
Full compensation for complying with the Noise Control requirements of this section shall be considered to be included in the contract prices paid for the various items of work, and no additional compensation will be allowed therefor.
END OF SECTION 01041
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 19 January 23, 2018 SECTION 01042
EROSION CONTROL AND STORM WATER POLLUTION PREVENTION
01042-1 SCOPE
Section 7-8.6, “Water Pollution Control,” of the Standard Specifications is hereby incorporated by reference into these Special Provisions. In case of conflict between the Standard Specifications and these Special Provisions, these Special Provisions shall have precedence.
01042-2 CONSTRUCTION METHODS
The Contractor shall conform to local, state and federal water pollution control regulations. The Contractor shall utilize Best Management Practices to control erosion and storm water pollution as shown in the contract drawings, in conformance with local, state and federal water pollution control regulations, and as directed by the Engineer.
The Contractor shall perform water pollution control work during construction in conformance with the requirements documented in these Special Provisions and the Standard Specifications. The Contractor shall prepare, maintain, amend, and update a Water Pollution Control Plan in accordance with the Standard Specifications, these Special Provisions, and City of Temecula requirements.
Erosion Control work shall include the implementation and maintenance of storm water pollution prevention Best Management Practices (BMPs) required to prevent and control discharges of dust, soil, sediment, debris, and other pollutants from the project site onto adjacent areas and/or into the storm water conveyance system from construction activities shown on the Plans and as specified herein and in compliance with all applicable laws and regulations of authorities having jurisdiction.
The Contractor shall perform water pollution control work in conformance with the requirements in the approved Contractor-developed Water Pollution Control Plan, “California Stormwater Quality Association Construction Stormwater Best Management Practices Handbook,” and the Caltrans “Water Pollution Control Program (WPCP) Preparation Manual" and addenda in effect on the day the Notice to Contractors is dated. These manuals are referred to as the “Preparation Manual” and can be obtained from:
http://www.casqa.org/
or
http://www.dot.ca.gov/hq/construc/stormwater/manuals.htm
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 20 January 23, 2018 REGULATIONS
The Contractor must comply with the following Permits: a. State Water Resources Control Board (SWRCB) Order No. 2009-0009-DWQ, National Pollutant Discharge Elimination System (NPDES) Permit No. CAS000002, General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities (Construction General Permit), as adopted, amended, and/or modified (see
http://www.waterboards.ca.gov/water_issues/programs/stormwater/constpermits.shtml); and b. Regional Water Quality Control Board (RWQCB), San Diego Region, Order No. R9- 02013-0001, NPDES Permit No. CAS0109266, as amended by Order No. R9-2015-0001, National Pollutant Discharge Elimination System (NPDES) Permit and Waste Discharge Requirements for Discharges from the Municipal Separate Storm Sewer Systems (MS4s) Draining the Watersheds within the San Diego Region (Municipal Permit).
START OF WORK
Construction work shall not start until:
1. The Contractor’s submittals required in the Project’s Water Pollution Control Plan have been reviewed and approved by the Engineer. 2. The Engineer determines that the appropriate BMPs are implemented and additional BMP materials are staged for rapid deployment, as necessary, in readiness for a likely precipitation event; 3. The Contractor submits the name and qualifications of the Contractor’s Qualified SWPPP Practitioner (QSP).
Contractor’s and subcontractor’s personnel have received the training required in the Project’s Water Pollution Control Plan and said training is adequately documented and certified by the Contractor.
MATERIALS
Materials shall be as shown on the plans and as specified in the publications listed above in the Water Pollution Control Plan. All materials shall meet commercial grade standards and shall be approved by the Engineer before being incorporated into the project.
The Contractor shall have adequate materials on site to quickly deploy BMPs, as necessary, to protect the exposed portions of the site and to prevent sediment and pollutant discharges from the site.
NOTIFICATION
The Contractor shall notify the Engineer immediately of any unauthorized releases to the storm drain. The Contractor shall immediately document all unauthorized releases including but not limited to the time, date and duration, material released, and action taken to stop discharge and
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 21 January 23, 2018 prevent future discharges. Documentation shall be provided to the Engineer within three calendar days of said discharge(s).
CLEAN UP
All unsalvageable materials used in the storm water pollution prevention program shall be properly disposed of outside of the Owner’s property at the completion of work.
SCHEDULE
Prior to the start of construction, the Contractor shall submit schedules for accomplishment of temporary and permanent erosion control work, as are applicable for: clearing and grubbing; grading; construction; paving; and, structures at watercourses. The Contractor shall also submit a proposed method of erosion and dust control on haul roads, plant sites and borrow pits and a plan for disposal of waste materials. Work shall not be started until the erosion control schedules and methods of operation for the applicable construction have been accepted by the Engineer.
EROSION CONTROL
This work shall consist of furnishing and applying erosion control materials, including temporary check dams and temporary inlet protection, and preparing areas to receive erosion control materials, as shown on the plans, in the Project Water Pollution Control Plan, and as specified in these Special Provisions.
TEMPORARY CHECK DAM
Construction: The following provisions shall be added to the Standard Specifications. In case of conflict between the Standard Specifications and these Special Provisions, these Special Provisions shall have precedence.
Temporary check dams shall be constructed, maintained, and later removed at the locations shown on the approved Water Pollution Control Plan in conformance with this section, "Erosion Control and Storm Water Pollution Prevention," of these Special Provisions, and in conformance with details shown on the Plans and in these Special Provisions.
Temporary check dam shall be one of the practices for erosion and sediment control. The Water Pollution Control Plan shall include the use of temporary check dams.
The temporary check dams shall be placed as shown on the plans and per the approved Water Pollution Control Plan.
Materials: Filtrexx Check Dam Socks or approved check dam equal shall be used for temporary check dams and shall be per manufacturer’s specifications.
Installation: Temporary check dams shall be installed per manufacturer’s specifications, details on the plans, and these Special Provisions.
Stakes: Wood stakes shall be a minimum of 0.75 in. x 0.75 in. in size for Type 1 installation, or Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 22 January 23, 2018 shall be a minimum of 0.75 in. x 1.5 in. in size for Type 2 installation, and sufficient length as shown on detail. Stakes shall be driven to a maximum of 2.0 in. above, or flush with, the top of the roll. Wood stakes shall be untreated fir, redwood, cedar, or pine, shall be cut from sound timber, and shall be straight and free of loose or unsound knots and other defects which would render them unfit for the purpose intended. Metal stakes may be used as an alternative. The Contractor shall submit a sample of the metal stake for Engineer's approval prior to installation. The tops of the metal stakes shall be bent at a 90-degree angle.
Details for an alternative temporary check dam shall be submitted to the Engineer for approval at least 7 days prior to installation.
When the temporary check dam is no longer required, as determined by the Engineer, the temporary check dam shall become the property of the Contractor and shall be removed and disposed of in conformance with the Standard Specifications and these Special Provisions.
Ground disturbances, including holes and depressions caused by the installation and removal of the temporary check dam shall be backfilled and repaired in conformance with the various sections of the Standard Specifications relevant to the restoration and repair work to be performed.
01042-3 MEASUREMENT AND PAYMENT
Erosion Control and Storm Water Pollution Prevention shall be measured and paid for as Lump Sum and shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals for all necessary and required erosion control and storm water pollution prevention measures to completely develop, implement, and maintain the Project’s Water Pollution Control Plan, best management practices and measures shown in the Plans, these Special Provisions, and any approved revisions thereto, including, but not limited to, obtaining all permits, payment of all fees, restoration and repair work, and all required coordination efforts, and no additional compensation will be allowed therefor.
END OF SECTION 01042
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 23 January 23, 2018 SECTION 01050
CLEARING AND GRUBBING
01050-1 SCOPE
The Work of this Section shall consist of furnishing all labor, materials, equipment, supplies, appliances, services, and facilities necessary for the execution and completion of all Clearing and Grubbing work as shown on the Plans and as described in these Special Provisions including, but not necessarily limited to, the following:
· Protection of all planting areas not designated for removal; · Sawcutting, removal and disposal of all pavement and surface improvements designated on the Plans for removal; · Furnishing, developing, applying and providing dust control watering equipment as required for the project; · Removal and disposal of all deleterious materials not specifically mentioned herein which may be found within the Work limits; · Coordination with Work of other Sections of these Special Provisions; and, · Clean-up.
Contractor shall secure and maintain all required permits and licenses, and pay all fees necessary to legally complete the Work of this Section. Contractor shall notify and coordinate with utility companies for all utilities to be cut off, modified or relocated, and shall maintain and protect all active utilities. Contractor shall coordinate all Work with the RTA and Engineer in an effort to avoid any conflicts with the operation schedules.
Contractor shall protect the Project site and adjacent properties from dirty water, mud and water accumulated due to Contractor’s operations and from rainfall runoff or water that enters the Project site from any other source.
01050-2 CONSTRUCTION METHODS
Disposal of Clearing and Grubbing materials shall conform to the Standard Specifications Subsection 300-1.3 “REMOVAL AND DISPOSAL OF MATERIALS,” except as modified and amended herein.
All surplus and extraneous materials and debris shall be disposed of by the Contractor at an approved landfill or disposal site at the Contractor’s sole expense. The Contractor shall abide by all applicable Federal, State, and local laws and regulations when handling, removing, protecting in-place, and disposing of (at a properly licensed facility) all cleared and grubbed materials and all hazardous materials encountered in the Work.
Explosives and burning shall not be used for any Clearing and Grubbing activities related to this Contract.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 24 January 23, 2018 Add the following to Subsection 300-1.3.2 Requirements:
(a) Storm Drainage Inlet and Pipe. Existing storm drainage inlets and pipes shall be excavated and removed as shown on the Plans. Storm drainage pipes shall either be removed in full or sawcut at the removal limit as shown on the Plans. This item shall also include backfill and compaction of the area excavated to remove the existing storm drainage inlet and pipe. Removed structures and pipes shall be considered surplus materials and shall be disposed of by the Contractor.
(b) Signage and Fencing. Existing signage and fencing (including posts, concrete bases, brackets) shall be removed within the limits of work as directed by the Engineer. Removed materials shall be considered surplus materials and shall be disposed of by the Contractor. Signage panels shall be relocated and/or removed and salvaged as indicated on the Project Plans.
01050-3 MEASUREMENT AND PAYMENT
Measurement and payment for Clearing and Grubbing shall be as defined in Standard Specifications Subsection 300-1 “CLEARING AND GRUBBING,” except as modified and amended herein.
Delete both paragraphs in Subsection 300-1.4 “PAYMENT” of the Standard Specifications and replace with the following:
This work item shall be measured as one lump sum for performing all Clearing and Grubbing work as required by the Contract Documents. Payment for Clearing and Grubbing shall be made at the lump sum price bid. The price bid shall be full compensation for removal, handling, and disposal of all materials, and for all labor, equipment, tools, fees, and incidentals necessary to complete the Work, and no additional compensation will be allowed therefor.
Schedule of Values
The Contractor shall provide a Schedule of Values for Clearing and Grubbing for review by the Engineer within 15 days of contract award. The Schedule of Values shall include, but is not limited to, each separate item of work specified in the plans and listed in the table below and must include type, size, and installation method for each item of work. The schedule of values will be used to determine progress payments to the Contractor and shall provide the basis of payment for work beyond what is shown on the Plans. Unit prices for each item of Work shall be included in the Schedule of Values submitted. Unit of measure on a lump sum basis shall not be included in the Schedule of Values.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 25 January 23, 2018 SCHEDULE OF VALUES - CLEARING AND GRUBBING
Contract No. CIP ______ITEM ITEM DESCRIPTION UNIT QUANTITY VALUE AMOUNT
1 Remove sidewalk pavers SF
2 Remove concrete curb LF
3 Remove concrete curb & gutter SF
4 Sawcut PCC pavement LF
5 Sawcut asphalt pavement LF
6 Remove PCC pavement SF
7 Remove asphalt pavement SF
8 Remove crosswalk paving SF
9 Remove curb ramp EA
10 Remove landscape area SF
11 Remove tree & grate EA
12 Salvage grate EA
13 Salvage metal bollard EA
14 Remove stucco façade SF
15 Remove transformer pad & stub out EA
16 Remove SD inlet EA
17 Remove RCP SD pipe, 18” LF
18 Remove PVC water pipe, 4” LF
19 Trenching and backfill LF
20 Remove Backflow Preventer EA
21 Remove light pole and foundations EA
22 Relocate bike rack EA
23 Remove and salvage trash receptacles EA
24 Salvage traffic sign EA
25 Relocate bus shelter & appurtenances EA
26 Relocate bench EA
TOTAL LUMP SUM COST: ______Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 26 January 23, 2018 END OF SECTION 01050
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 27 January 23, 2018 SECTION 01060
SITE EARTHWORK
01060-1 SCOPE
Work performed under this section shall consist of all Unclassified Excavation and Unclassified Fill required for construction of the Work shown on the project Plans and shall conform to Subsections 300-2, “UNCLASSIFIED EXCAVATION,” and 300-4 “UNCLASSIFIED FILL” of the Standard Specifications.
01060-2 CONSTRUCTION METHODS
Earthwork shall conform to Standard Specification Subsections 300-2, “UNCLASSIFIED EXCAVATION” and 300-4 “UNCLASSIFIED FILL,” except as modified and amended herein.
The on-site soils, less any debris, organic matter, or contamination, may be used in compacted fills accordance with Subsection 300-4, “UNCLASSIFIED FILL,” except as modified and amended herein:
The contractor shall over-excavate under the pavement section to the depth as shown on the plans and recompact to 95% density.
Where properly compacted fill soils are to be placed over soft or loose soils, as determined by the Engineer, the soft or loose soils shall be over excavated to a depth of 12 to 18 inches and replaced with 1-1/2” minus crushed rock that is vibrated during placement. Removal and replacement of up to 25 cubic yards of unsuitable material shall be considered incidental to the project and no additional compensation will be allowed therefor. A geotextile may be placed, at the direction of the Engineer, prior to the placement of the crushed rock and properly compacted fill soils.
Contractor shall provide continuous access for each affected property, including alley access behind the Lazy Dog Restaurant. Contractor shall grade a temporary driveway access if necessary. Temporary driveway/access shall be removed at the completion of the driveway/access road construction.
Disposal of any surplus excavation materials shall conform to requirements of Subsection 300- 2.6, “REMOVAL AND DISPOSAL OF MATERIALS,” of the Standard Specifications.
01060-3 MEASUREMENT AND PAYMENT
Measurement and payment for unclassified excavation, site grading, removal and disposal of excess materials, and finish grading shall be considered included in the lump sum price paid for Site Earthwork. The price bid shall be full compensation for unclassified excavation, site grading, removal and disposal of excess materials, and finish grading, and for all labor, equipment, tools, fees, and incidentals
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 28 January 23, 2018 necessary to complete the Work, and no additional compensation will be allowed therefor.
SCHEDULE OF VALUES - SITE EARTHWORK
Contract No. CIP ______ITEM ITEM DESCRIPTION UNIT QUANTITY VALUE AMOUNT
1 Site grading, remove subbase CY
2 Haul away material CY
3 Finish Grading SF
4 Vapor Barrier, 6 mil SF
TOTAL LUMP SUM COST: ______
END OF SECTION 01060
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 29 January 23, 2018 SECTION 01070
UNDERGROUND CONDUIT CONSTRUCTION
01070-1 SCOPE
This item shall consist of all Underground Conduit Construction, including PVC Storm Drain, Concrete Pipe Catch Basin, Inserta-Tee storm drain connections, and Private Waterline Extension including DIP and PVC waterline pipe, and relocation of existing Backflow Preventer (BFP) required for construction of the Work shown on the project Plans and shall conform to Subsection 306 “UNDERGROUND CONDUIT CONSTRUCTION” of the Standard Specifications except as modified or amended by these Special Provisions.
01070-2 CONSTRUCTION METHOD
The new Rancho California Water District (RCWD) lateral connection shall be installed by RCWD contractors in advance of the BFP and Water Meter relocations. The Contractor is only responsible for the relocation of the existing BFP and connection to the Water Meter, which is to be relocated by RCWD.
Contractor shall install the proposed waterline prior to initiating the BFP relocation work. Contractor and RCWD Contractor shall only begin the BFP relocation and water meter relocation, respectively, once both the waterline (private) and RCWD lateral (public) are both constructed in place, inspected, and cleared for service. The BFP and water meter need to be concurrently relocated by both Contractor parties within the specified time frame per this specification.
Contractor shall contact the RCWD Engineering Services minimum two months prior to initiating waterline and BFP construction. All relocation work shall be performed in one night, between the hours of 1 am and 6 am. RCWD Engineering Service phone number is (951) 296-6900. Water service shall be restored by no later than 6 a.m.
01070-3 MEASUREMENT AND PAYMENT
Measurement and Payment for Underground Conduit Construction shall be per each for Concrete Pipe Inlet and per linear foot for 3” and 4” (DIP and PVC) pipe in conformance with Section 306-1.6, “BASIS OF PAYMENT FOR OPEN TRENCH INSTALLATIONS”.
The contract lump sum price paid for Private Water Line Extension shall include full compensation for furnishing all maintenance materials, labor, tools, equipment and performing all work necessary to complete, and maintain the Work described or specified in these Special Provisions and Contract Documents and no additional compensation will be allowed therefor.
Add the following to Section 306-1.6 of the Standard Specifications:
Schedule of Values
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 30 January 23, 2018 The Contractor shall provide a Schedule of Values for the Private Water Line Extension for review by the Engineer within 15 days of contract award. The Schedule of Values shall include, but is not limited to, each separate item of work specified in the plans and listed in the table below and must include type, size, and installation method for each item of work. The schedule of values will be used to determine progress payments to the Contractor and shall provide the basis of payment for work beyond what is shown on the Plans. Unit prices for each item of Work shall be included in the Schedule of Values submitted. Unit of measure on a lump sum basis shall not be included in the Schedule of Values.
SCHEDULE OF VALUES – PRIVATE WATERLINE EXTENSION
Contract No. CIP ______ITEM ITEM DESCRIPTION UNIT QUANTITY VALUE AMOUNT
1 Relocate BFP Assembly, 4” EA
2 Water Line, 4” PVC, C900 LF
3 Water Line, 4” DI LF
4 90 Degree Bend, 4” DI EA
5 Trenching and Backfill LF
TOTAL LUMP SUM COST: ______
END OF SECTION 01070
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 31 January 23, 2018 SECTION 01080
DYNAMIC AND STATIC SITE SIGNAGE
01080-1 SCOPE
The Work of this Section shall consist of furnishing all labor, materials, equipment, supplies, appliances, services, and facilities necessary for the execution and completion of all Signage Work as shown on the Plans and as described in these Special Provisions including, but not necessarily limited to, the following:
· Construction Signs – Temporary, Construction Worksite, Access, Project Signs · Site Signs, including but not limited to Directional Signage, Bus Route Map Signs, Bus Schedule Signs, Dynamic Bus Informational Signs, LED powered stop signs. · Coordination with Related Work of other Sections · Testing · Clean-up · Replacements, Repairs, Guarantees, and Warranty Work
For additional requirements for the following signage described in this section, see the sections listed below within these special provisions:
- Pylon Signage Section 01290 - Architectural Fin Signage Sections 01170, 01270, 01280 - Service Schedule Display Cases Section 01260
01080-2 CONSTRUCTION MATERIALS
Variable Message Signs: All Variable Message Signs shall be supplied by Owner. Associated mounting equipment, storage, labor and cost for installation of Variable Message Signs shall be responsibility of the Contractor.
All other temporary and permanent project signs shall be supplied and/or manufactured by Contractor.
01080-3 CONSTRUCTION METHODS
Guarantee: All signage shall be guaranteed for a minimum period of one (1) year after acceptance of the Work by RTA against all pealing, fading, chipping and deterioration of any kind.
Submittals: Shall be prepared and submitted in accordance with the Submittals Section of these Special Provisions, and shall consist of the following:
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 32 January 23, 2018 a) Materials Lists/Manufacturer’s Product Information: Contractor shall submit a complete list of materials along with the manufacturer’s catalog cuts for all materials proposed for use in the Work at the preconstruction conference. Contractor shall also provide the Manufacturer’s complete installation drawings, including specifications and replacement parts lists for all equipment proposed for the Project. Submit all manufacturer’s product information for each item specified for use in the Work. b) Proposed Substitutions: Products proposed for substitution as “equals” to the products specified are subject to the approval of RTA. If, at the time proposed equals are delivered to the site and/or incorporated into the Work, it is determined by RTA and the Engineer that the substitute products are not equal to the products specified, the unacceptable substitute products shall be removed and the products specified shall be provided and installed by Contractor at no additional cost to RTA. c) Shop Drawings: Contractor shall prepare and submit Shop Drawings for all signage of this section which show complete details for all signs being fabricated. Shop Drawings shall show all methods of attachment, materials, letter styles, and height, finishes, colors, dimensions and locations for signs, and shall be prepared in accordance with Specifications.
Delivery, Storage and Handling: Contractor shall assume all responsibility for storage of all signage materials for the Project. RTA and Forest City assume no liability for losses or damages from any cause resulting from Contractor’s storage of materials on site.
INSTALLATION AND MAINTENANCE OF STATIC STATION SIGNAGE
The Contractor shall transport the static station signage (i.e., non-variable message transit station signage) to, and install signage at, station as indicated in the Plans, specifications, and these Special Provisions. Delivery, assembly, and installation of the static station signage shall not occur until the installation site work is substantially complete, and at the sole discretion of, the Engineer.
After installation and leveling of the signage to their foundations, the Contractor shall coat base plates, anchor bolts, and columns below grade with “RUST-OLEUM V9100 System, Low VOC DTM Epoxy Mastic,” or approved equal, and shall completely fill the space between the signage base plates and the concrete foundations with a non-shrink grout complying with ASTM C1107/C1107M. In addition, the signage base plates and anchor bolts shall be completely encased with non-shrink grout.
If the fabricator will not be installing the signage, the Prime Contractor or listed Subcontractor that will install the signage must be authorized and trained by the fabricator to install its products using the fabricator’s handling and installation procedures and techniques for the signage. Said authorization, including a statement that the installer is trained by the fabricator on handling and installation procedures for the signage shall be submitted in writing, on the fabricator’s
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 33 January 23, 2018 letterhead, to the Engineer in accordance with these Special Provisions, a minimum of 30 working days prior to shipping the signage.
If the fabricator will install the signage, a statement attesting to that fact shall be submitted in writing, on the fabricator’s letterhead, to the Engineer in accordance with these Special Provisions, a minimum of 30 working days prior to sign shipment.
The Contractor shall be responsible for protection and maintenance, including cleaning and polishing of sign until the Engineer has provided the Contractor with relief of maintenance upon completion of all Field Performance Testing.
01080-4 MEASUREMENT AND PAYMENT
Measurement and Payment for Install RTA-Provided Variable Message Sign per Plans, Pylon Sign, Architectural Fin Signage, Display Case, and Install LED Solar Panel Stop Signs per Plans shall be per each, and shall include all labor, equipment, appliances and associated fasteners, brackets, foundations, poles and materials necessary to manufacture, provide, and/or construct signs in place and operational as shown in the Plans, these Special Provisions and the Standard Specifications.
Full compensation for Construction Signs shall be considered to be included in the various items of work and no additional compensation will be allowed therefor.
END OF SECTION 01080
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 34 January 23, 2018 SECTION 01090
CONCRETE, PAVING AND CURBS
01090-1 SCOPE
The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances and services necessary for the execution and completion of all Concrete, Paving and Curbs Work as shown on the Plans and as described in the Specifications including, but not necessarily limited to, the following:
· Exterior flatwork, walks, slabs, and miscellaneous concrete work and foundation as shown on the Plans per Standard Specifications Section 201; · Cement, finish, joints, sawcutting, and patching; · Setting of items to be inserted into concrete; · Curing; · Testing; · Placing of sleeves and conduit stubs under slabs; · Coordination with Work of other Sections; · Clean-up; and, · Replacements, Repairs, Guarantees and Warranty Work.
01090-2 CONSTRUCTION METHODS
Standards: Testing, materials, and workmanship shall conform to the requirements of all applicable codes, except that requirements specified herein shall govern where such requirements exceed the requirements in these Special Provisions and applicable codes and regulations.
Slope and Smoothness Tolerances and ADA Compliance: All exterior cement finish surfaces shall be sloped sufficiently to drain without ponding or “birdbaths”. Finish surfaces shall be of such smoothness and evenness that the surface shall contact the entire length of a 10-foot straight edge laid in any direction, with an allowable tolerance of 1/8 inch. All flatwork, pedestrian ramps, walkways and slabs shall comply with the requirements of the Americans with Disabilities Act as well as both Federal Guidelines and State Title 24 requirements for disability access (where access is required). Regardless of plan grade information, Contractor shall have primary responsibility to ensure compliance with ADA requirements and shall immediately bring to the attention of the Engineer any deviations or discrepancies in the plans that would preclude such compliance. Any operations necessary to achieve this result shall be performed by Contractor at no additional cost to RTA.
Patching: No patching will be permitted to correct defective work without the prior knowledge of the RTA. Patching of slabs to eliminate ponding and “birdbaths” will not be permitted; defective panels shall be removed and replaced. No extension of time will be allowed for correcting defective work. Granting of consent to attempt patching as a remedy to defects will not constitute
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 35 January 23, 2018 a waiver of RTA’s right to reject and require removal and replacement if the patching is deemed unacceptable by the RTA and Engineer.
Inspections: Inspections will be required. The Contractor shall call for inspection a minimum of 72 hours (three working days) prior to need. The Contractor shall call for inspection upon completion of each of the following specific phases of construction, each prior to concrete placement:
· All form work placement/construction; · All footing excavation; · Subgrade preparation; · Steel reinforcing placement
The Contractor shall notify the Engineer a minimum of 72 hours prior to each concrete placement. Any Work covered prior to inspection shall be opened to view by Contractor at Contractor’s expense.
01090-3 MEASUREMENT AND PAYMENT
· Full compensation for Portland Cement Concrete construction is considered included in the unit or lump sum prices paid for the various concrete bid items and no additional compensation will be allowed therefor. The lump sum or unit price paid for the items of work shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor. Curb and gutter at curb ramps shall be measured as curb and gutter and shall not be included in the unit price bid for “construct curb ramp (all types) per plans”.
Concrete bid items include, but are not limited to: Construct Catch Basin, Single Grate Construct Catch Basin, Double Grate Construct 6" P.C.C. Type A-6 Curb and Gutter per Plans Construct Type D-6 Curb per Plans Construct Curb Transition per Plans Construct Thickened Curb per Plans Construct Thickened Curb & Gutter per Plans Construct 1’ Curb Cut Inlet per Plans Construct 10” P.C.C. Roadway Pavement per Plans Construct Pedestrian Concrete Paving, 4” per Plans Construct Vehicular Concrete Paving, 8" per Plan Construct Curb Ramp (All Types) Per Plans
Non-Bid Items that must comply with the provisions of this Section include, but are not limited to:
CIDH Light Foundation Per Plans Concrete Underslab For Linear Concrete Pavers Sign Foundations and Footings
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 36 January 23, 2018 END OF SECTION 01090
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 37 January 23, 2018 SECTION 01100
ASPHALT CONCRETE PAVEMENT
01100-1 SCOPE
This item shall consist of all Asphalt Concrete Pavement required for construction of the Work shown on the project Plans and shall conform to Subsection 302-5 “ASPHALT CONCRETE PAVEMENT” of the Standard Specifications and these Special Provisions.
Stamped Asphalt Concrete shall be installed in strict accordance with the manufacturer’s requirements.
01100-2 MEASUREMENT AND PAYMENT
Asphalt Concrete Pavement shall be measured and paid at the contract unit price per ton as defined in Standard Specifications Subsection 302-5.9 “MEASUREMENT AND PAYMENT”. Stamped Asphalt Concrete shall be measured and paid at the contract unit price per square foot, excluding asphalt concrete pavement, and shall include all labor, materials,, transportation, and incidentals necessary for a complete installation and no additional compensation will be allowed therefor.
END OF SECTION 01100
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 38 January 23, 2018 SECTION 01110
AGGREGATE BASE
01110-1 SCOPE
This item shall consist of all Aggregate Base required for construction of the Work shown on the project Plans and shall conform to Subsections 200-2.2 “CRUSHED AGGREGATE BASE” and 301-2 “UNTREATED BASE” of the Standard Specifications and these Special Provisions.
01110-2 MEASUREMENT AND PAYMENT
Crushed Aggregate Base shall be measured and paid at the contract unit price per ton as defined in Standard Specifications Subsection 200-2.2 “CRUSHED AGGREGATE BASE”.
END OF SECTION 01110
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 39 January 23, 2018 SECTION 01120
REMOVABLE STEEL BOLLARD
01120-1 SCOPE
Work to be performed under this section shall consist of Removable Steel Bollard fabrication and installation as detailed in plans including subgrade preparation, concrete footing and construction of Removable Bollard.
Materials for Removable Steel Bollard shall conform to Standard Specifications Sections 201 “Concrete, Mortar and Related Materials”, 206 “Miscellaneous Metal Items”, except as modified herein and as specified on the Plans and Details and in these Specifications.
A. Footing base material shall be Crushed Aggregate Base conforming to Standard Specifications Subsection 200-2.2, “Crushed Aggregate Base”. B. Concrete for footings shall be Portland cement concrete, Class 565-C-2500P. C. Thermoplastic Striping, as shown on the plans
01120-2 CONSTRUCTION METHODS
All such work shall conform to Standard Specifications Section 303 “Concrete and Masonry Construction”, Section 304 “Metal Fabrication and Construction”, except as modified and amended herein and as specified on the Plans and Details and in these Specifications.
01120-3 MEASUREMENT AND PAYMENT
Removable Steel Bollard shall be measured and paid for at the contract unit price per each, and shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals, and for doing all the work involved and necessary to construct Removable Steel Bollards, complete in place, including excavation, fill, backfill, subgrade preparation, compaction, concrete footing, placement, installation, protection and restoration of existing public and private utilities, removal and disposal of extraneous and surplus materials, restoration of all areas adjacent to the work site on public and private properties which were disrupted during the above construction, thermoplastic striping, and all other features and work as necessary to complete this work, as shown on the project Plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer.
END OF SECTION 01120
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 40 January 23, 2018 SECTION 01130
PHOTOVOLTAIC (PV) SYSTEMS
01130-1 SCOPE
1. The Contractor shall be fully responsible for all aspects of the design, construction, and maintenance of the PV systems in accordance with this RFP. The Contractor shall adhere to all applicable construction and safety codes, laws, City design standards and bonding requirements as required for construction work. Maintenance costs shall include all costs associated with the performance of the contract including ongoing inspection, maintenance, panel replacement costs resulting from damage, vandalism, theft, and routine inverter replacement costs for a minimum of 10 years after installation. Failure of the Contractor to comply with the agreed to operations and maintenance plan may result in a breach of contract determination that will allow the City to terminate the contract for cause.
2. The Contractor is responsible for evaluating the designated solar areas, assessing existing and proposed site conditions and determining appropriate PV system sizes. The required integration of the on-site PV system with the grid supplied power will be the responsibility of the Contractor.
3. The Contractor must summarize the design and construction approach for the solar panel mounting system proposed and shall need to be reviewed and approved the Owner and Engineer prior to installation. A registered Structural engineer licensed in the State of California is required to design and seal all structural mounting systems for the PV arrays. A registered Electrical engineer licensed in the State of California is required to design and seal all electrical drawings. All drawings shall comply with current local and state codes.
4. Project Specifics – The Contractor proposal shall include a technical description of the proposed solar infrastructure that includes at a minimum:
· Conceptual System Design and Configuration · Electric Grid Interconnection Description & Requirements · Design Assumptions · Guaranteed power capacity (DC, kW) measured at inverter input · Guaranteed power capacity (AC, kW) measured at interconnection point · Anticipated and guaranteed minimum output (AC, kWh) annual production · A Table depicting 15-minute interval data for projected AC power generation during the 11-hour period anticipated for optimal summer operation of the proposed system · Estimated Capacity Factor (%) and annual output (kWh) with the methodology used to develop the estimates · PV Panel specifications · Expected PV Panel degradation rate over 10, 15 and 20 years · Inverter specifications verifying degradation of no more than 15% over 10 years
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 41 January 23, 2018 · Structural requirements for system · Controls (metering and monitoring) · Description of Quality Assurance / Quality Control (QA/QC) program · Other relevant information
5. The Contractor shall prepare two pricing models for the sale of solar generated power. The first model shall assume a fixed price per kWh for 20 years. The second model shall identify a price per kWh for the first year and apply an annual escalator for the subsequent 19 years of the agreement.
6. Operations and Maintenance (O&M) Plan – The Contractor shall provide an O&M Plan that captures the following minimum services that will be included in the cost of solar power sold to the City:
· Specific proposed services for the term of the agreement · Description of proposed O&M tasks and frequency of services · Discuss project team experience in providing O&M services for solar infrastructure · Cite qualifications and experience of proposed O&M providers
7. O&M Responsibilities – The Contractor shall be responsible for all costs associated with the performance of the contract including ongoing inspection, maintenance, panel replacement costs resulting from damage, vandalism or theft, and routine inverter replacement for a minimum of 10 years.
8. System Monitoring – The Contractor shall be responsible for monitoring and observing the PV system. It is the RTA’s desire to view real-time electricity production at a minimum in the Promenade Mall Control Room. The Contractor shall provide a password protected web-based monitoring program and connection to the existing communications system to allow real-time remote monitoring of the PV system.
9. Solar panels shall be mounted on a total of nine (9) shelter roof canopies, each canopy is 9’x6’ in size. Contractor shall install three (3) solar panels, or minimum of 50 square. feet of solar paneling on each shelter canopy roof. Total watt producing capacity of the PV system shall be no less than 6,750 watts capacity.
10. Contractor shall not be required to install or use a battery. Contractor shall install a smart meter for connection back to the electrical grid.
11. The Contractor is responsible for all aspects of the interconnection process with the power company. All costs associated with utility interconnection including any required components furnished by the power company shall be borne by the Contractor.
01130-2 CONSTRUCTION METHODS
All such work shall conform to Standard Specifications Section 304 “Metal Fabrication and Construction”, except as modified and amended herein and as specified on the Plans and Details and in these Specifications. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 42 January 23, 2018 All work shall comply with the minimal requirements set forth by the National Fire Protection Agency, Chapter 70: National Electrical Code.
01130-3 MEASUREMENT AND PAYMENT
“Photovoltaic System” will be measured for payment as a lump sum.
The contract lump sum price paid for “Photovoltaic System” shall include full compensation for all labor, materials, tools, equipment, and incidentals, and for doing all work involved in “Photovoltaic System” construction, Complete In-Place, and no additional compensation will be allowed therefor.
Payment for “Photovoltaic System” shall conform to provisions in Section 86-8, “Payment,” of the Caltrans Standard Specifications and these Special Provisions.
END OF SECTION 01130
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 43 January 23, 2018 SECTION 01140
LANDSCAPE AND IRRIGATION
01140-1 SCOPE
The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances, fabricating, transportation, and services necessary for the execution and completion of landscape and irrigation system installation as detailed in the Plans, the Standard Specifications sections 212-1 and 212-2, and as described in these Special Provisions, including, but not necessarily limited to, the following:
· Topsoil · Soil Fertilizing Methods · Mulch · Plants · Headers, Stakes, and Ties · Pipe and Fittings · Valves and Valve Boxes · Backflow Preventer Assembly · Sprinkler Equipment · Conduit and Conductors · Controller Unit
01140-2 CONSTRUCTION METHODS
All work under this Section shall be done in accordance with Sections 308-1, 308-2, 308-4, 308- 5, and 308-6 of the Standard Specifications, except as modified by the following:
01140-2.1 GENERAL
Add the following to Section 308-1 of the Standard Specifications:
308-1.1 Progress Inspections. Progress inspections will be performed by the Engineer and/or Landscape Architect for planting and irrigation system work at the designated stages during the life of the contract.
Progress inspections will not relieve the Contractor of responsibility for installation in conformance with provisions in the Plans and Specifications. Work within an area shall not Progress beyond each stage until the inspection has been completed, corrective work has been performed, and the work is approved, unless otherwise permitted by the Engineer and/or Landscape Architect.
The requirements for progress inspections will not preclude additional inspections of work by the Engineer and/or Landscape Architect at other times during the life of the contract.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 44 January 23, 2018 The Contractor shall notify the Engineer, in writing, at least 4 days prior to completion of the work for each stage of an area and shall allow a minimum of 3 working days for the inspection.
Progress Inspections will be performed at the following stages of work:
A. During pressure testing of the pipelines on the supply side of control valves.
B. During testing of low voltage conductors.
C. Before planting begins and after completion of the earthwork work.
D. Before plant establishment work begins and after completion of work specified for planting in Section 308-4.
E. At intervals of one month during the plant establishment period.
01140-2.2 EARTHWORK AND TOPSOIL PLACEMENT
Contractor shall refer to Standard Specifications Section 212 “Landscape and Irrigation Materials” and Section 308 “Landscaping and Irrigation Installation” for additional information on topsoil and soil amendments.
Add the following to Section 308-2.3.2 of the Standard Specifications:
All fertilizing shall be performed in accordance with the American National Standard Industry - A300 standards.
308-2.4 Finish Grading
Add the following to Section 308-2.4 of the Standard Specifications:
Planted areas shall be provided with positive drainage and enclosed planters shall be provided with subsurface drainage as shown in plans.
The finish grade shall be defined as the surface of soil following all grading, soil preparation, water settlement and repair and shall be smooth, uniform, and free of abrupt grade changes and depressions to ensure surface drainage.
The contractor shall take every precaution to protect and avoid damage to sprinkler heads, irrigation lines, and other underground utilities during his grading and conditioning operations.
Full compensation for complying with the requirements of this section shall be considered as included in the contract prices paid for the various items of work involved, and no additional compensation will be allowed therefor.
01140-2.3 ROOT BARRIER
Add the following to Section 308-3 of the Standard Specifications: Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 45 January 23, 2018 308-3.1 Root Barriers
Root barriers shall conform to Subsection 212-1.7 ‘Root Barriers’ of the Standard Specifications.
Root barriers are required for all trees planted within ten (10) feet of all hardscape improvements such as, but not limited to, walks, walls, curbs, roads, brow ditches, drainage structures, etc.
Root barriers shall be installed at the locations and grades shown on the Plans prior to planting.
Root barrier shall be installed per manufacturer's recommendations. Root barrier shall extend a minimum of ten (10) feet from the center of any tree trunk located ten (10) feet or less from paved areas, measured parallel to the walk or paved area.
Root barrier panels must have factory installed independent joiner strips. Barriers must be a minimum of 0.90-inch thick and be made of 50% post-consumer High Impact Polypropylene (HIPP). Material must contain U.V. inhibitors to insure longevity. Barriers must have ½-inch raised vertical ribs running perpendicular to the panel at 6-inches on center. Panels shall have a 3/8-inch wide “T” top edge and an external ground anchoring base flange 1/8-inch in width.
01140-2.4 PLANTING
The scope of work under this section includes the following:
Furnish all labor, materials, and equipment to provide, install, and maintain soil preparation, headers, finish grading, planting, and establishment period as described herein and on the plans.
Replace Section 212-1.4.1 of the Standard Specifications with the following:
Plants shall have a habit of growth that is normal for the species and is specified in the plant legend and shall be symmetrical, sound, healthy, vigorous, and free of insect pests, plant disease, and injury. Provide singled trunked trees unless specified otherwise in the legend.
Root bound plant material is not acceptable although root shall fill the container. Container sized stock shall be grown in their containers for a minimum of six months and a maximum of two years. All plant material shall be subject to inspection and possible rejection prior to installation. Plant materials shall be protected from the sun and wind and other conditions that can cause damage or injury.
All plants shall equal or exceed the measurements specified in the plant list, which are minimum acceptable sizes.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 46 January 23, 2018 Substitutions for indicated plant materials will not be permitted without the prior written approval of the Engineer.
Add the following to Section 308-4.1 of the Standard Specifications:
The Contractor shall perform actual planting during those periods when weather and soil conditions are suitable and in accordance with locally accepted horticultural practice and as approved by the Engineer. No planting shall be done in any area until it has been satisfactorily prepared in accordance with these specifications. Soil moisture level prior to planting shall be no less than 75 percent of field capacity. The Contractor shall obtain the Engineer’s approval of planting pits before planting operations begin. For pit planted vegetation when the soil moisture level is found to be insufficient for planting, the Contractor shall fill the planting pits with water and allow them to drain before starting planting operations. No more plants shall be distributed in the planting area on any day than can be planted and watered on that day. The Contractor shall plant and water all plants as herein specified immediately after removal from their containers. Containers shall not be cut prior to placing the plants in the planting area. It shall be the responsibility of the Contractor to provide continuous horticultural services and temporary and/or permanent irrigation to all planted areas so that the planted vegetation is 100 percent healthy and thriving prior to, and throughout the landscape maintenance period.
All plant material shall meet the minimum standards set by the American Association of Nurserymen and these specifications.
308-4.2 Protection and Storage
Add the following to Section 308-4.2 of the Standard Specifications:
Any plant determined by the Engineer to be wilted, broken, or otherwise damaged shall be rejected at any time during the project, whether in the ground or not. All plants shall be handled by their containers. Any plant that has been handled by its trunk or stem shall be rejected. All rejected plants shall be removed from the site immediately.
308-4.3 Layout and Plant Location
Delete Section 308-4.3 of the Standard Specifications and replace with the followings:
Planting areas shall be staked by the Contractor and the Contractor shall obtain the Engineer’s approval of the planting layout before planting operations begin.
308-4.5 Tree and Shrub Planting
Add the following to Section 308-4.5 of the Standard Specifications:
The Contractor shall amend the backfill for planting holes to a thoroughly blended mixture of clean loamy soil and the soil backfill amendments listed in Table 308-4.5(A). Upon completion of blending, the Contractor shall obtain representative samples of amended backfill as prescribed by State and Local ordinances and analyzed by an agency approved independent
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 47 January 23, 2018 soil laboratory to determine if the soil chemistry and conditions are suitable for planting trees and shrubs.
Said laboratory shall report test results and provide final recommendations for additional amendments for tree and shrub planting backfill. Said report shall be submitted to the Engineer for review and approval. The costs of backfill sampling, testing, reporting, and amendment recommendations shall be included in the contract prices paid for the various items of work and no additional compensation will be allowed therefor. The costs of additional amendments recommended by the approved laboratory report shall be paid as Extra Work in accordance with these Special Provisions.
TABLE 308-4.5(A)
BACKFILL AND AMENDMENTS FOR TREE AND SHRUB PLANTING
Soil Amendment Metric Application Rate Approx. U.S. Application Rate Agricultural Gypsum 18 kg per cubic meter 30 lbs. per cubic yard Iron Sulfate 600 g per cubic meter 1 lb. per cubic yard Calcium Carbonate Lime 6 kg per cubic meter 10 lbs. per cubic yard 2 Organic Soil Amendment 0.67 cubic meters per cubic meter /3 cubic yards per cubic yard Planting Tablets 1 1 per 100 mm dia. pot container 1 per 4” dia. pot container Planting Tablets 1 1 per each 50-mm width of each 1 per each 2” width of each box-size container box-size container
* Planting tablet requirements are not cumulative and apply to the size container indicated
The Contractor shall install all shrubs per drawing L-2 of the San Diego Regional Standard Drawings unless details shown on the project plans differ there from.
308-4.6 Plant Staking and Guying
Add the following to Section 308-4.6 of the Standard Specifications:
308-4.6.4 Pruning
All pruning shall be performed in accordance with the International Society of Arboriculture Standards.
Pruning shall be limited to the minimum necessary to remove fronds, and to compensate for loss of roots during transplanting. Pruning may be done only with the approval of, and in the presence of, the Engineer, Landscape Architect, and/or Certified Arborist.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 48 January 23, 2018 01140-2.5 IRRIGATION SYSTEM INSTALLATION
The work consists of furnishing all labor, materials, machinery, and processes required to complete the irrigation system as shown on the Plans and described herein.
The intent of the Plans and Special Provisions is to indicate and specify a complete sprinkler system, installed ready for use without further cost in labor or material to the Owner.
Add the following to Section 212-2 of the Standard Specifications
MATERIALS
Metallic Pipe and Fittings
Brass pipe shall be heavy wall type, IPS standard 125-pound class 85% red brass fittings and connections with threads complying with A.S.A. specifications. Brass shall contain no lead.
Fittings to be used with brass pipe shall be case brass or case bronze threaded joint, and shall comply with A.S.A. specifications. Threads on pipe and fittings shall be taper type.
Copper pipe shall be type K hard copper for plumbing installations between the water meter and the backflow prevention device.
Fittings for copper tubing shall meet ANSI B 16.22 wrought copper or cast brass recessed solder joint type fittings
Galvanized steel pipe shall be schedule 40 ASTM 120-gip threaded, coupled and hot dipped galvanized.
Galvanized steel fittings shall be heavy pattern, banded and malleable iron.
Plastic Pipe and Fittings
Plastic pipe shall be extruded from 100% virgin polyvinyl chloride (PVC) type 1, grade II (class 1120) conforming to ASTM resin specification D1784, as manufactured by Lasco, Johns- Manville, or equal. Ends shall be solvent welded joints conforming to ASTM-D2672
All plastic pipe shall be continuously and permanently marked with the following information: manufacturer's name nominal pipe size, PVC 1120 SDR (standard dimension ratio or pressure rating in psi).
Pipe shall be of the size and class or schedule as noted in the irrigation legend. Exposed pipe, only where approved shall be "Brownline" UVR PVC or equal. All potable water lines shall be white PVC.
Plastic fittings shall be PVC 11, IPS, Schedule 40 NSF and Schedule 80 threaded and/or slip fittings as shown in the details.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 49 January 23, 2018 (Alternate spec – fittings for all PVC pipe shall conform to the following:
3” and smaller pipe shall use solvent welded joint type fittings, min. schedule 40 with a working pressure rating no lower than that of the pipe. Schedule 40 fittings shall conform to ASTM- D2466 and schedule 80 fittings shall conform to ASTM D2464 & D-2467. PVC solvent cement shall conform to ASTM-D2564)
All pressure supply lines (Main Lines) located upstream of remote control valves and quick couplers shall meet the following criteria:
All (2) two inch and larger sized pipe shall be class 315 polyvinyl chloride (PVC) ASTM D1784 & D2241.
All (1-1/2”) One and one-half inch and smaller sized pipe shall be schedule 40 polyvinyl chloride (PVC) ASTM D1784 & 1785.
All threaded nipples shall be standard weight schedule 80 molded threads. Threaded nipples exposed above grade shall be gray in color.
Solvent to be used for joining plastic pipe and fittings shall be as per the pipe manufacturer’s recommendations and ASTM-D2564
Sleeving
Sleeve all mainline and lateral lines with PVC. SCH. 40 pipe twice the nominal diameter of the sleeved line where it passes under paved areas wider than four feet. Sleeves shall be a minimum of 4” dia. under roadways and driveways. Extend sleeve 12” beyond the edge of the pavement. Where main or lateral lines are sleeved, control wires shall run in a separate sleeve. All sleeves shall be installed by open trench method.
Wiring
A. Control Wire (Pilot wire, also known as hot wire, and Common wire): Awg-uf, #14 min. plastic coated copper UL approved for direct-burial. Common wire. (not-to-exceed 1200’) shall be 12 gauge, white and 14-gauge wire for pilot wire. More than 1200 feet, use 10-gauge wire for the pilot wire and for the common wire. Use alternate colors(s) for control wires.
Wire colors shall be solid color for the pilot wire and a stripe of that same color plus white for the common wire. (For example: pilot wire – black, common wire white with black stripe or pilot wire red, common wire white with red stripe)
Spare wire colors shall be red for the pilot wires and red & white stripe for the common wires.
Wire to flow sensor and master valve shall each be in separate dedicated conduits. Flow sensor cable shall be PVC jacketed two conductor 16-AWG 7-strand annealed copper by Arizona Electric Fabricators # 951-2SP, or approved equal. Wire shall be shielded and armored.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 50 January 23, 2018 Wire connections: Made with “Pen-tite" connectors, or approved equal. Locate mid wire splices in pull box (8” round plastic valve box).
Higher voltage connections or 110-Volt shall be made by clamp and shall be weather protected per local codes.
Concrete Thrust Blocks
Install thrust blocks as detailed at all bends, corners or ends on 4” O.D. or larger pressure mainline.
Assemblies
All threaded pipe and fittings shall be assembled using Teflon tape or equal, applied to the male threads only.
Equipment
Quick coupling valves, controllers, remote control (automatic) valves, ball valves, gate valves, sprinkler heads, backflow prevention units, and other equipment shall be as specified in the irrigation notes, details and legend on the drawings.
Valve Boxes
All remote control, gate, ball, and isolation valves shall be housed in plastic or concrete valve boxes as detailed. Concrete valve boxes shall be as manufactured by US Concrete Precast Group San Diego (formerly known as San Diego Precast) or approved equal. Plastic boxes shall only be used in soft landscape areas. Concrete Valve boxes shall have concrete lids.
Valve boxes shall be lock top or bolted. Provide two key / tools minimum for lockable boxes.
Valve box lids shall be marked as noted in the details.
Install master valve in “jumbo” (approximately 17” x 30” x 18”) valve box. All other valve boxes shall be sized appropriate to the equipment they house. (Standard sized boxes shall be approximately 21.8” x 16.6”x 12”). Remote control valves located in hard paved areas shall be in the “jumbo” sized box.
Each quick coupler shall be installed in its own valve box.
Each remote-control valve shall be installed in its own valve box.
Check Valves
Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field adjustable
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 51 January 23, 2018 against draw-out from 5 to 40 feet of head. Anti-drain valve shall be Valcon ADV or approved equal.
Valve Station I.D. Tags
At the RTA Station, potable water shall be used for irrigation and tags shall be weatherproof plastic 3” x 4”, yellow in color, and the labels shall read “Potable water used for irrigation. Do not drink”. On the blank side, the Contractor shall provide the controller and station number in 1” high black letters using permanent waterproof ink. (ID-TAGPEN by T Christy Enterprises or approved equal.)
Add the following to Section 308-5.1 of the Standard Specifications:
The Contractor shall notify the Engineer not less than 72 hours prior to requiring initial access to existing controllers. If the Engineer determines that access to the controllers is required at other times, arrangements will be made to provide this access.
Existing irrigation facilities that are being connected to new facilities shall be checked for missing or damaged components and proper operation in the presence of the Engineer prior to performing new irrigation system work and at least once every 30 days thereafter until completed work is accepted. A written list of existing irrigation system deficiencies shall be submitted to the Engineer within 5 working days after checking the existing facilities.
Contractor shall coordinate with the City of Temecula Landscape Architect prior to connecting new irrigation facilities to existing facilities. The Contractor shall install the new facility such that the new facility is within ten feet from point of connection of the existing facility. Once the Contractor has received written authorization from the City of Temecula Landscape Architect for temporary water shut-off, the Contractor will proceed with connecting the two facilities per the Water Agency Standards unless otherwise shown on plans.
308-5.2 Irrigation Pipeline Installation
Add the following to Section 308-5.2.1 of the Standard Specifications:
Irrigation mains and laterals shall not be permanently routed under Bus Station Platforms and shall be sleeved in accordance with the Plans and these Special Provisions if routed within any portion of the Bus Guideway.
The Contractor shall repair any leaks and replace all defective pipe or fittings until lines meet test requirements. The Contractor shall not cover any lines until they have been inspected and approved by the Engineer for tightness, quality of workmanship, and materials. The Contractor shall not backfill trenches until all required tests and observations are performed. Observations include sprinkler heads, all fittings, lateral and mainline pipe, valves, and direct burial wire.
Continuous metallic backed marking tape marked with “irrigation” shall be installed 12” directly above all irrigation sleeves.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 52 January 23, 2018 Continuous fourteen (14) gauge tracer wire shall be installed with all mainline.
Irrigation mainlines shall be installed within 12-inches to 18-inches of all planter edges and toe of slopes. Mainlines are not permitted at tops of slopes.
Add the following to Section 308-5.2.3 of the Standard Specifications:
The Contractor shall store all pipe and fittings under cover until used, and all pipe and fittings shall be transported in a vehicle with a bed long enough to allow the length of pipe to lay flat so as not to be subjected to undue bending or concentrated external load at any point. Pipe ends and fittings shall be wiped with MEK, or equal, before welding solvent is applied. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. All field cuts shall be beveled to remove burrs and excess before fitting and gluing together. The Contractor shall center load pipe with small amount of backfill to prevent arching and slipping under pressure. Joints shall be exposed for inspection during testing. Plastic-to-plastic joints shall be solvent- welded, using only solvent recommended by pipe manufacturer.
Add the following to Section 308-5.2.6 of the Standard Specifications:
The Contractor shall cut brass piping by power hacksaw, circular cutting machine using an abrasive wheel, or hand hacksaw. No piping shall be cut with metallic wheel cutter of any description. The Contractor shall ream and remove rough edges or burrs on all pipes so that smooth and unobstructed flow is obtained, place Teflon tape, Teflon dope, or approved equal on male threads only, and tighten to prevent any leakage. The Contractor shall tighten screwed joints with tongs or wrenches. Caulking is not permitted.
308-5.3 Installation of Valves, Valve Boxes, and Special Equipment
Add the following to Section 308-5.3 of the Standard Specifications:
The contractor shall confirm that a master valve is installed at the meter.
The Contractor shall install quick couplers at 175 feet maximum spacing.
The Contractor shall install each control valve in a separate valve box with a minimum of 12- inch separation between valves and 6-inches from any fixed object or structure. For all valve boxes, install rodent deterrent galvanized steel ¼” mesh and black landscape fabric.
The Contractor shall install no more than one valve per box.
All valve box lids shall be marked with 2-inch letters/numbers identifying the type of valve and the controller station number.
The Contractor shall install backflow preventer assembly in accordance with manufacturer's specifications and as directed on drawings. Exact location and positioning shall be verified on the site by the Engineer and/or Landscape Architect.
Backflow preventer assemblies shall be housed in a heavy duty, stainless steel, and lockable Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 53 January 23, 2018 enclosure. Backflow devices shall be equipped with “high range” pressure regulators and wye strainers by Febco or Watts.
308-5.4 Sprinkler Head Installation and Adjustment
Delete Section 308-5.4.1 of the Standard Specifications and add the following:
308-5.4.1 General
In accordance with the requirements of Section 308-5.6, all mains, laterals and irrigation lines, including risers, shall be flushed and pressure tested before installing sprinkler heads, after which a water coverage test shall be performed.
Delete Section 308-5.4.2 of the Standard Specifications and add the following:
308-5.4.2 Location, Elevation and Spacing.
Sprinkler head spacing shall not exceed the maximum shown on the drawings or recommended by the manufacturer.
Adjust nozzles, arcs, and pressure compensating devices to suit the conditions of the area. This shall be done after the system has been thoroughly tested, immediately after written notice by the Engineer to do so.
Trees shall be irrigated with their own, independent, bubbler system.
Check valves and anti-drain valves shall be installed on all bubblers where necessary to prevent water flow from lower elevation sprinkler heads when irrigation system is turned off.
Permanently mark valve and controller number on top of automatic value box lids. Secure a plastic tag with the valve number embossed onto each automatic valve.
Add the following to Section 308-5.4.3 of the Standard Specifications:
PVC swing joints shall be used. All swing joints fittings shall be PVC Schedule 40, and all nipples shall be PVC Schedule 80. All joints shall be Teflon taped. Marlex fittings are not approved.
Add the following to Section 308-5.4.4 of the Standard Specifications:
The Contractor shall flush and adjust all irrigation heads and valves for optimum performance and to prevent overspray onto walks, roadways buildings, walls, and other structures.
308-5.5 Automatic Control System Installation
Add the following to Section 308-5.5 of the Standard Specifications:
Verify power sources as shown on the drawings.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 54 January 23, 2018 A. Connections to the controller shall be made within the automatic controller enclosure. The Contractor shall be responsible for making 110 volt electrical connections to the automatic controller, and for connecting remote control valves to the controller. All electrical work shall be in accordance with local codes and/or ordinances.
B. Control wires shall be installed with three (3) feet of excess wire (coiled) at the end of each wire run, and at 100 foot intervals for runs over 100 feet. All wires shall follow the pressure main.
C. Controller shall have a master switch. It shall be possible to operate each valve manually independent of the clock or any other valve. Control system shall be programmed to operate one system at a time. System enclosure shall be equipped with a rain shut off device.
D. Run one extra pilot (hot) wire and one common wire to the end of each circuit.
E. No splices are allowed on runs of less than 500’. On runs of greater than 500’ splices are to be made with an approved splice unit and are to be installed in a valve box.
F. Install control wires within PVC SCH 40 electrical conduit from the controller to all remote-control valves. Control wire conduit shall be routed with the irrigation mainline piping in common trenches unless approved by the Engineer. When not routed with mainline install control wire conduits at least 17” below grade.
G. Prior to trench backfill, test all wiring for continuity. Test for leaks to ground with a mega ohm meter after each circuit has been made and connected. No circuit checking lower than 1 mega ohm will be acceptable.
H. The Contractor shall ensure that the existing flow sensing device is operational and in use.
The Contractor shall install all portions of the electrical installation with materials and methods conforming to the requirements of the latest edition of the National Electrical Code. The contractor shall provide no less than one control wire and one common ground wire to service each valve in system.
Contractor shall connect new valves and wiring to the existing controller in use for the existing irrigation zones on-site. If the existing controller cannot accommodate the additional zones, the Contractor shall contact the Engineer via written notice.
Control wiring shall be installed in conduit.
The Contractor shall install two (2) extra control wires per run of wires.
All control wiring shall be color coded and labeled at the controller, junction boxes, and RCV boxes, to correspond with the appropriate station at the controller.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 55 January 23, 2018 The charts shall be color coded showing all valves and mainline. The charts shall match the operation schedule and Plans. Individual charts shall be provided for each controller. The chart shall consist of a Plan sheet, reduced as necessary, legible in all details, and hermetically sealed in plastic, that will fit in the space provided in the controller cabinet.
308-5.6 Flushing and Testing
Add the following to Section 308-5.6.3 of the Standard Specifications:
This test shall be accomplished before any ground cover is planted.
01140-2.6 LANDSCAPE AND IRRIGATION MAINTENANCE
01140-2.6.1 MAINTENANCE AND PLANT ESTABLISHMENT
Add the following to Section 308-6 of the Standard Specifications:
At the completion of all Work under this section, the Contractor shall contact the Engineer to schedule a review of said work ("walk-thru") to determine that all aspects of Work are complete. Work must be fully completed according to all drawings and specifications, and must be accepted by the Engineer in writing prior to commencement of the maintenance period.
The Contractor shall continuously maintain all areas included in the contract during the progress of the work, through the establishment period, and until final acceptance of the work.
The Contractor shall maintain plantings for a period of 18 months for palms and 12 months for all other plants after approval of completion and notification in writing of the start of the maintenance period. The maintenance period includes but is not limited to the following scope of work:
1. Daily watering of all plant material. 2. Removal of all weeds from planting areas. 3. Replacement of any dead, dying, or damaged shrubs. 4. Pruning/Trimming of plant material as necessary. 5. Proper adjustment and maintenance of the irrigation system. 6. Filling, recompaction, and replanting of any eroded or settled areas. 7. Weekly removal of all trash, litter, clippings and foreign debris. 8. Disease, insect and rodent prevention and control measures. 9. At 30-days after completion of planting, apply ammonium phosphate at the rate of 5 lbs. per 1,000 square feet to all planting areas. 10. At 60-days after completion of planting, apply 16-6-8 fertilizer at the rate of 6 lbs. per 1,000 square feet to all planting areas.
Any day the Contractor fails to adequately water, replace unsuitable plants, weed, or other work of the maintenance period will not be credited towards the completion of the period. Plants
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 56 January 23, 2018 which decline due to lack of Contractor maintenance shall be replaced by the Contractor at his or her expense.
Prior to the end of the maintenance period, again contact the Engineer to schedule a final review (“walk-thru”). The Engineer must accept all maintained areas in writing to ratify the end of the maintenance period.
If, during the maintenance period, on site observations by the Engineer determine that proper maintenance procedures are not being followed, the Contractor will be notified in writing. Corrections shall be made within two working days of notification, or the Engineer may elect to extend the maintenance period beyond 12 months or 18 months, such extension being equal to the amount of time required to correct the maintenance practices.
01140-2.6.2 GUARANTEE
Add the following paragraphs to Section 308-7 of the Standard Specifications:
The Contractor shall guarantee all plants and palm trees installed under the contract to live and grow for twelve months and eighteen months, respectively, from the day of final acceptance of the contract work. In addition, the Contractor shall replace, at his or her own expense, all plant material found to be dead, missing, or in poor condition during the maintenance period (12 months for plants and 18 months for palms) within 5 days of discovery of such plant material. The Engineer shall be the sole judge as to the condition of the plant material. Plant material found to be dead or in poor condition within the guarantee period shall be replaced by the Contractor, at his or her own expense, within 15 days of written notification. Replacements shall be made to the same specifications required for the original plantings.
Contractor shall adhere to General Irrigation Notes on plans for temporary irrigation requirements and maintenance of existing plant materials during the period of temporary irrigation watering.
The Contractor shall submit written planting and irrigation guarantee in approved form that all work showing defects in materials or workmanship will be repaired or replaced at no cost to the Landscape Architect for a period of twelve months for plants and eighteen months for palm trees from the date of acceptance by the Engineer. The Guarantee form shall be retyped on the Contractor's letterhead and contain the following verbiage:
“Guarantee for Planting and Irrigation System for Promenade Mall Bus Stop Expansion
We hereby guarantee that the tree planting and irrigation system we have furnished and installed for (project name) is free from defects in materials and workmanship, and the work has been completed in accordance with the Plans and Specifications. We agree to repair or replace any defect in vegetation and irrigation system, material or workmanship, including that due to ordinary wear and tear, which may develop during the periods specified in section 308-7 of the Standard Specifications and the Special Provisions of said project from date of completion of the Work or termination of any maintenance period, whichever is the later, and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Agency. This guarantee Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 57 January 23, 2018 does not extend to unusual abuse or neglect that may occur subsequent to the date of completion of the Work or termination of any maintenance period, whichever is the later. We shall make such repairs or replacements within 15 days of written notice. In the event of failure to make such repairs or replacements within 15 days of written notice from the Engineer, we authorize the Engineer to proceed to have said repairs or replacements made at our expense, and we will pay the costs and charges therefore upon demand.
Project: (Project Name) Location: (Legal Description of Project Property) Name of Contractor: Address: (of Contractor)
Telephone: (of Contractor) By: (Typed or printed names of signing Officer(s) of the Contractor authorized to bind the Contractor in legal matters) Title: (of said officer(s)) Signature(s):
Date of Execution:
01140-2.6.3 RECORD DRAWINGS
Add the following subsection to Section 308-7 of the Standard Specifications:
308-7.1 Record Drawings
The Contractor shall prepare record drawings that show all changes in the work constituting departures from the original contract drawings, including those involving both constant-pressure and intermittent-pressure lines and appurtenances. The Contractor shall accurately record, on a daily basis, on one set of blue line prints of the irrigation drawings, all changes in work constituting departures from the original contract drawings, including changes in both pressure and non-pressure line. The Contractor shall post information on record drawings no later than the next working day after the work is installed. The Contractor shall record changes and dimensions in a legible and professional manner. Items required to be shown shall be dimensioned by the Contractor from two permanent points of reference (buildings, monuments, sidewalks, curbs, pavement, etc.). The accuracy of location of all items to be shown on the drawings shall be 6” in both the vertical and horizontal planes. All text and numerals placed on 1 drawings shall be /8” in size. Facilities and items to be located in their horizontal and vertical positions and shown on the record drawings include all:
A. Point(s) of connection, for water and electrical services B. Routing of irrigation pressure mainlines C. Backflow preventers D. Ball, gate and check valves E. Irrigation control valves. F. Quick coupler valves Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 58 January 23, 2018 G. Routing of service wires H. Routing of control wires I. Electrical service equipment J. Electrical junction boxes K. Irrigation controllers L. Sleeves M. Other equipment of a similar nature (as directed by the Engineer).
The Contractor shall keep the blue print drawings available for the Engineer’s inspection at any time. The Contractor shall make all changes to reproducible drawings in waterproof black ink (no ball point pen). Dimension locations of valves, mainlines, control wires, water sources, and other equipment from two visible stationary points. Changes in dimensions shall be recorded in a legible and professional manner. Record construction drawings shall be maintained at the job site during construction. Record drawings shall be submitted in the following formats: (a) Original inked on D-size Plans; and, (b) D-size Plans in PDF.
01140-2.6.4 CONTROLLER CHART
Add the following subsection to Section 308-7 of the Standard Specifications:
308-7.2 Controller Chart
The Contractor shall prepare record drawings which shall be submitted to the Engineer for approval by the Engineer before charts are prepared. The Contractor shall provide one color- coded controller chart of the maximum size the controller door will allow, for each controller supplied, showing the area covered by that automatic controller, as well as locations of mainline, numbered control valves (and manifolds), shut off valves, and valve coverage areas. The chart shall be a reduction of the actual record system drawing with a legend to explain all symbols. If the controller sequence is not legible when the drawing is reduced, the Contractor shall enlarge it to a size that will be readable when reduced. The Contractor shall photocopy the chart, with a pastel transparent color used to show area of coverage for each station. When completed and approved, the Contractor shall hermetically seal the chart between two pieces of mylar plastic, each piece being a minimum 20 mils thick. The Contractor shall complete the charts and obtain the Engineer’s approval prior to final inspection of the irrigation system.
A color digital Adobe Acrobat “PDF” format copy of the laminated color-coded plan shall be submitted to the Engineer with As-Built Plans.
01140-2.6.5 IRRIGATION SYSTEM MAINTENANCE AND GUARANTEE
Contractor shall maintain the irrigation system for a minimum period of eighteen months after pre-maintenance walk-thru as approved by the Engineer, and shall water per the approved schedule, or as required for the health of plantings and weather conditions.
The maintenance period will be extended should the Engineer determine that the contractor has not fulfilled their maintenance responsibilities.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 59 January 23, 2018 Maintenance shall include routine repairs, adjustments and replacements. All material used in repairs shall be the same as the kind originally installed. Any proposed substitutions shall be approved by the Engineer.
Contractor shall guarantee the entire irrigation system as to materials and workmanship for a period of eighteen months from final acceptance by the Engineer. Should any operational difficulties in connection with the irrigation system develop within the guarantee period, which the Engineer determines are due to workmanship or materials, said difficulties shall be immediately corrected at the Contractor’s sole cost. Manufacturer’s warranties shall not relieve the Contractor of his or her liability under the guarantee.
01140-2.6.6 OPERATION AND MAINTENANCE MANUALS
Add the following subsection to Section 308-7 of the Standard Specifications:
308-7.3 Operation and Maintenance Manuals
The Contractor shall prepare and deliver to the Engineer, within 10 calendar days prior to completion of construction, all required and necessary descriptive material in complete detail and sufficient quantity, properly prepared in four individual bound copies. The descriptive material shall describe the material installed in sufficient detail to permit qualified operating personnel to understand, operate, and maintain all equipment. The Contractor shall include spare parts list and related manufacturer information for each equipment item installed. Each manual shall include the following:
A. Index sheet stating Contractor's address and telephone number.
B. Duration of Guarantee period.
C. List of equipment, with names and addresses of manufacturer's local representative.
D. Complete operating and maintenance instructions on all major equipment.
E. In addition to the maintenance manuals, the Contractor shall provide instructions for major equipment, and show written evidence to the Engineer after the work that this service has been rendered.
01140-2.6.7 CHECKLIST
Add the following subsection to Section 308-7 of the Standard Specifications:
308-7.4 Checklist
The Contractor shall complete and forward signed and dated checklist to the Engineer before final acceptance of project. The following checklist at the end of the project, using the format shown:
A. Plumbing permits (if none required, so note) Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 60 January 23, 2018 B. Materials approval C. Pressure mainline test (by whom, and date) D. Record drawings completed (received by, and date) E. Controller chart completed (received by, and date) F. Materials furnished (received by, and date) G. Operation and maintenance manuals furnished (received by, and date) H. System and equipment operation instructions (received by, and date) I. Manufacturer warranties (received by, and date) J. Written guarantee by Contractor (received by, and date)
01140-3 MEASUREMENT AND PAYMENT
Full compensation for Landscape and Irrigation construction is considered included in the lump sum prices paid for Landscape and Irrigation and no additional compensation will be allowed therefor. The lump sum paid for Landscape and Irrigation shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor.
The contract lump sum price paid for Landscape and Irrigation shall include full compensation for furnishing all maintenance materials, labor, tools, equipment and performing all work necessary to complete, maintain, and guarantee the planting and irrigation work described or specified in the contract documents for a duration of 1 year, including soils testing and recommended soil amendments, maintaining of tree stakes, mulch, root barrier, pea gravel, PVC inspection risers, temporary irrigation and permanent irrigation, including reduced-pressure back-flow preventer, ball valves, remote control valves, quick couplers, control wires, pull boxes, valve boxes, all piping and sleeves, electrical conduits, irrigation heads, bubblers, connection from electrical service to irrigation electrical meter, connection from meter to irrigation controller(s), controller enclosure, preparation, correction, and reproduction of “as-built” drawings, controller charts, assembly and submittal of the check list and operation and maintenance manuals and all appurtenances to the aforementioned items and performing all work necessary to complete the maintenance Work described or specified in these Special Provisions and Contract Documents and no additional compensation will be allowed therefor.
Replace Section 308-8 of the Standard Specifications with the following:
Schedule of Values
The Contractor shall provide a Schedule of Values for the landscape and irrigation system for review by the Engineer within 15 days of contract award. The Schedule of Values shall include, but is not limited to, each separate item of work specified in the plans and listed in the table below and must include type, size, and installation method for each item of work. The schedule of values will be used to determine progress payments to the Contractor and shall provide the basis of payment for work beyond what is shown on the Plans. Unit prices for each item of Work shall be included in the Schedule of Values submitted. Unit of measure on a lump sum basis shall not be included in the Schedule of Values.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 61 January 23, 2018 SCHEDULE OF VALUES - LANDSCAPING & IRRIGATION
Contract No. CIP ______ITEM ITEM DESCRIPTION UNIT QUANTITY VALUE AMOUNT
1 Tree, 24" box EA
2 Shrubs, 5 gal./ 4" pot EA
3 Vine, 5 gal. EA
4 Groundcover, 1 gal SF
5 Topsoil SF
6 Mulch SF
7 Irrigation, dripline system SF
8 Irrigation lateral line, PVC sch 40 LF
9 Pipe Sleeve PVC sch 40 LF
10 1 Year Landscape & Irrigation Maintenance Month 12
TOTAL LUMP SUM COST: ______
END OF SECTION 01140
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 62 January 23, 2018 SECTION 01150
ELECTRICAL SYSTEMS AND COMMUNICATIONS
01150-1 GENERAL
Reference made to “Caltrans Standard Specifications” shall refer to the Caltrans Standard Specifications (2015). References made to specifications other than the Caltrans Standard Specifications (2015), including the Standard Specifications for Public Works Construction (Standard Specifications), are explicitly referenced in the section to which they apply.
The project involves the furnishing and installation of conduit, pull boxes, Closed Circuit TV (CCTV) cameras, Network Video Recorder (NVR), modifications to existing communications systems, and other miscellaneous work necessary to make the communications system operational at the project location. The work consists of furnishing, installing, and testing the electrical and communications systems along the guideway.
Furnishing and installing, modifying, and/or relocating communications systems, cameras, conduit, pull boxes, and cabling including the work required for the manufacture, delivery, modification, and testing of existing and new communication facilities, or other work shown on the Plans, and shall conform to these Special Provisions, the Caltrans Standard Specifications (2015), Caltrans Transportation Electrical Equipment Specifications, and the Caltrans Qualified Products List. In case of conflict between the Caltrans Standard Specifications, the Equipment Specifications, and these Special Provisions, the Special Provisions shall take precedence over and be used in lieu of such conflicting portions.
The definitions and terms provided in Section 1-107, “DEFINITIONS,” of the Caltrans Standard Specifications and as specified below, shall apply to all work unless otherwise specified in these Special Provisions.
A. American Wire Gauge (AWG)
A U.S. measurement standard of the diameter of non-ferrous wire, which includes copper and aluminum
B. Breakout
The cable “breakout” is produced by (1) removing the jacket just beyond the last tie-wrap point; (2) exposing 1 to 2 meters of the cable buffers, aramid strength yarn and central fiberglass strength member; and (3) cutting the aramid yarn, central strength member and the buffer tubes to expose the individual glass fibers for splicing or connection to the appropriate device.
C. CAT-6
Refers to a category-6 ethernet cable.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 63 January 23, 2018 D. CCTV (Closed-Circuit Television)
CCTV is a television system in which signals are not publicly distributed; Cameras are connected to television monitors in a limited area.
E. Closet Connector Housing
The panels are used with factory-installed or field- installable connectors to provide interconnect or cross-connect capability in FDU housings. The closet connector housing panels are designed for applications where specified labeling and connector identification are required.
F. Connector
A mechanical device used to align and join two fibers together to provide a means for attaching to and decoupling from a transmitter, receiver, or another fiber (patch panel).
G. Connectorized
The termination point of a fiber after connectors have been affixed.
H. Couplers
Couplers are devices which mate fiber optic connectors to facilitate the transition of optic light signals from one connector into another. They are normally located within FDFs mounted in panels. They may also be used unmounted, to join two simplex fiber runs.
I. DIN
Deutsches Institut für Normung (DIN) (in English the German Institute for Standardization) – A Registered German Association headquartered in Berlin that develops technology standards for Germany.
J. European Standards (EN)
EN are documents that have been ratified by one of three European Standard Organizations: (a) the European Committee for Standardization (CEN); (b) the European Committee for Electrotechnical Standardization (CENELEC); or (c) the European Telecommunications Standards Institute (ETSI).
K. Electronic Industries Alliance (EIA)
EIA is a trade organization composed as an alliance of trade associations for electronics manufacturers in the United States. Those associations in turn govern sectors of EIA standards activity. EIA is accredited by ANSI to help develop standards on electronic
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 64 January 23, 2018 components, consumer electronics, electronic information, telecommunications, and Internet security.
L. Terminations
Electrical terminations means to properly strip wire and securely attach it to point of attachment on the devise in conformance with the manufactures recommendations.
Unless otherwise indicated, all materials, equipment, manufacturing methods, installation, testing, and workmanship shall conform to or exceed all regulations and codes indicated in Section 86-1.02, “Regulations and Code,” of the Caltrans Standard Specifications and the latest revisions of the regulations, codes and standards indicated herein. The Contractor shall submit documents indicating that the materials and equipment furnished conform to such standards and requirements.
A. California Code of Regulations, Title 8, Chapter 4, Subsection 5, Electrical Safety Orders
B. American Iron and Steel Institute (AISI) 316, Specification for Stainless Steel.
C. American National Standards Institute (ANSI) – Sections:
i. Z136 - Series related to laser and fiber safety standards and safe use.
ii. Z136.1 (2000)/Pub 106 – Laser safety standard and safe use of lasers.
iii. Z136.2 (1997)/Pub 112) - Safe use of optical fiber communication systems utilizing laser diode and LED sources.
D. American National Standards Institute, Electronic Industries Association and Telecommunications Industry Association (ANSI/EIA/TIA) - Sections:
i. EIA 472, Generic Specifications for Fiber-optic cable.
ii. EIA RS-310, Racks, Panels, and Associated Equipment.
iii. EIA/TIA-598, Optical Fiber Cable Color Coding.
iv. EIA/TIA-310-D - Racks, Panels, and Associated Equipment.
v. EIA/TIA-4750000B - Generic Specifications for Fiber Optic Connectors.
vi. EIA/TIA-455-A Standard Test Procedures for Optical Fibers, Cables, Transducers, Sensors, Connecting and Terminating Devices, and other Fiber Optic Components (FOTPs).
vii. FOCIS – EIA/TIA standards for Fiber Optic Connector Intermateability Standard. The standards are published with a document format TIA/EIA- 604-XX. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 65 January 23, 2018 viii. TIA/EIA-604-3 Fiber Optic Connector Intermateability Standard, FOCIS- 3 (Type SC).
ix. TIA/EIA-604-4-10 Fiber Optic Connector Intermateability Standard, FOCIS-10 (Type LC).
E. TIA/EIA 568B Series - Commercial Building Telecommunication Cabling Standard series, which includes requirements for the following:
i. TIA/EIA-568B.1 - Commercial Building Telecommunications Cabling Standard - Part 1: General Requirements. ii. TIA-EIA-568-B.1-1 - Commercial Building Telecommunications Cabling Standard - Part 1: General Requirements - Addendum 1 - Minimum 4- Pair UTP and 4-Pair ScTP Patch Cable Bend Radius.
iii. TIA/EIA-568-B.2-1 - Commercial Building Telecommunications Cabling Standard - Part 2: Balanced Twisted Pair Cabling Components (Category 6 cable).
iv. ANSI/TIA/EIA-568-B.2-2-2001 - Commercial Building Telecommunications Cabling Standard - Part 2: Balanced Twisted-Pair Cabling Components - Addendum 2.
v. TIA-EIA-568-B.3-2000 - Optical Fiber Cabling Components Standard.
F. American Society for Testing and Materials (ASTM) - Sections:
i. A123 - Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.
ii. A153 - Zinc Coating (Hot-Dip) on Iron and Steel Hardware.
iii. C857 - Practice for Minimum Structural Design Loading for Underground Precast Concrete Utility Structures.
iv. Insulated Cable Engineers Association and National Electrical Manufacturers Association (ICEA/NEMA) – Sections:
1. ICEA S-95-658/NEMA WC70 - Nonshielded 0-2kV Cables.
2. ICEA S-104-696 – Standard for Indoor-Outdoor Optical Fiber Cable.
G. National Fire Protection Association (NFPA), Sections:
i. 70 - National Electrical Code.
ii. 101- Life Safety Code.
H. Underwriters Laboratories Inc. (UL), sections: Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 66 January 23, 2018 i. 6 - Rigid Metal Conduit.
ii. 467 - Grounding and Bonding Equipment.
iii. 514B - Fittings for Conduit and Outlet Boxes.
iv. 651 - Rigid PVC conduit
The Contractor's Work shall conform in all respects to applicable industry standards. The manufacturer's recommended installation procedures and instructions for all materials furnished by the Contractor under this contract shall be followed explicitly, unless otherwise directed or by the Engineer. The Contractor shall submit the manufacturer’s recommended installation and maintenance procedures to the Engineer for approval prior to the start of construction. If the manufacturers recommended installation procedures or instructions differ from those shown on the plans or specified herein, the Contractor shall submit a request for information to Riverside Transit Agency that details the discrepancy and requests direction prior to proceeding with the Work.
The Contractor shall provide Equipment List and Drawings in accordance with Section 01150- 3.04.
01150-3.02 EXCAVATION AND BACKFILLING
All installation work shall conform to the requirements specified in Section 01060 “Earthwork” of these Special Provisions, unless otherwise specified herein.
01150-3.03 EXISTING UTILITY AND UNDERGROUND LOCATION
The Contractor shall mark out all existing utilities and retain an underground facilities locating company to locate and mark out the existing facilities.
01150-3.04 WARRANTIES AND COMPLIANCE
Manufacturers' warranties and guaranties furnished for materials used in the work, and instruction sheets and parts lists supplied with materials, shall be delivered to the Engineer prior to acceptance of the project in conformance with these Special Provisions.
The Contractor shall provide a 3-year warranty or the standard manufacturer’s warranty, whichever is greater, for all communications equipment, CCTV cameras, NVR, devices, cables, terminations, firmware updates, and all other equipment as part of these Special Provisions. The start date of the warranty shall be measured from the date of acceptance, not the date of shipment and shall continue for 3 years thereafter. During this time software and firmware upgrades, software patches, 24-7-365 coverage via email and phone, and access to technical repair personnel will be made within 72 hours of notification.
The Owner will deliver the defective equipment to the Contractor’s designated address for repair at which they will have 30 days to repair and return equipment. The Contractor shall be responsible for shipping costs for their defective equipment. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 67 January 23, 2018 A. Certificates of Compliance Submittals: The following compliance documents shall be submitted within 24 days following the Notice to Proceed: 1. Personnel Qualifications: Submit qualifications for personnel who will be performing any installation, testing, splicing, or termination of fiber and electrical construction. No personnel will be allowed to do Work until qualifications have been approved. Submit two sets of copies to the Engineer. 2. Tools and Test Equipment List: Provide a list of all tools and test equipment (major items only) that will be used in the performance of the Work, including make, model, description, and use. Obtain approval prior to commencing Work. Submit two sets of copies to the Engineer. 3. Catalog cuts and specifications for all of the Contractor-furnished equipment and materials.
01150-3.05 ENVIRONMENTAL
Unless otherwise indicated, all material and equipment supplied shall be capable of being operated and maintained without impairment resulting from the impact of the environment throughout the range of worst case values indicated within these Special Provisions. As used below, “exterior” shall apply to all locations other than interior. “Interior” shall apply to the spaces inside the building structure.
Exterior Tunnel Interior 15°F (-9°C) to 15°F (-9°C) to 15°F (-9°C) to Temperature 130°F (54°C). 130°F (54°C). 130°F (54°C). 10 to 100 percent 10 to 100 percent 10 to 100 percent Relative Humidity including conditions including conditions including conditions of condensation. of condensation. of condensation. 4 inches (10 cm) in 24 hours, and 1-1/2 Maximum Rainfall 0 inches. 0 inches. inches (4 cm) in one hour. Maximum Wind 85 mph (137 km/h). 85 mph (137 km/h). 85 mph (137 km/h). Velocity All frequencies less All frequencies less All frequencies less than 12 Hz, 0.02 than 12 Hz, 0.02 than 12 Hz, 0.02 Vibration inches peak to peak inches peak to peak inches peak to peak amplitude; all amplitude; all amplitude; all (near trackway) frequencies from 12 frequencies from 12 frequencies from 12 Hz to 1,000 Hz, 0.14 Hz to 1,000 Hz, 0.14 Hz to 1,000 Hz, 0.14 g peak or 0.19 rms. g peak or 0.19 rms. g peak or 0.19 rms. Comply with Comply with Comply with California Seismic California Seismic California Seismic Hazard Zone Hazard Zone Hazard Zone Seismic requirements in the requirements in the requirements in the CBC, and Refer to CBC, and Refer to CBC, and Refer to Drawing No. 00.300, Drawing No. 00.300, Drawing No. 00.300,
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 68 January 23, 2018 GENERAL GENERAL GENERAL STRUCTURAL STRUCTURAL STRUCTURAL NOTES, NOTES, NOTES, STRUCTURAL STRUCTURAL STRUCTURAL DESIGN CRITERIA DESIGN CRITERIA DESIGN CRITERIA Isokeraunic level will Lightning None. None. be five per year.
ALL EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS SPECIFIED IN THE TABLE BELOW. ALL EQUIPMENT INSTALLED IN ENCLOSURES AT STATIONS SHALL BE CONSIDERED TO BE EXTERIOR INSTALLATIONS. ALL EQUIPMENT INSTALLED WITHIN COMMUNICATION ROOMS SHALL BE CONSIDERED TO BE INTERIOR INSTALLATIONS.
01150-3.06 GROUNDING AND BONDING
Bonding and grounding shall conform to the provisions in Section 86-2.10, “Bonding and Grounding,” of the Caltrans Standard Specifications and these Special Provisions.
The Contractor shall insure that new underground electric service enclosures are properly grounded in accordance with applicable codes and utility company requirements.
01150-3.07 CONDUIT
Conduit for Communications Systems shall conform to the provisions of Section 86-2.05, "Conduit," of the Caltrans Standard Specifications and these Special Provisions.
Any existing or newly installed facilities damaged by installation of the conduit must be repaired or reconstructed to original condition by the Contractor. No additional payment will be made for damage and reconstruction work and is considered incidental to the installation of the communications systems.
No boring will be allowed, except as approved by the Engineer.
Conduit runs that are not to be populated and are designated on the Plans as spare shall have a tracer wire installed in them in accordance with Section 86 2.10, "Bonding and Grounding" of the Caltrans Standard Specifications.
Section 86-2.05C, “Installation,” of the Caltrans Standard Specifications is revised to read:
“When “Trenching in Pavement Method” is specifically allowed or required in the special provisions, installation of conduit under pavement, not on freeway lanes nor freeway connector ramps, shall conform to subsection D only.”
Conduit shall be installed in the following method:
A. Communications Duct Bank in bus way. Buried conduit outside 50’ of an intersection shall be HDPE conduit per details as shown on the Plans.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 69 January 23, 2018 B. Communications Duct Bank in Intersection. Buried conduit within 50’ of entering an intersection shall be HDPE conduit red concrete encased per details as shown on the Plans. C. Communications Conduit underground at Station. Buried conduit shall be Caltrans Type 3, schedule 40 polyvinyl chloride (PVC) rigid non-metallic conduit conforming to the requirements in the UL Standard for Rigid Non-Metallic Conduit (Publication UL 651). D. Communications Conduit exposed at Station. Exposed conduit shall be Caltrans Type 1, hot-dip galvanized rigid steel conduit conforming to the requirements in UL Publication UL6 for Rigid Metallic Conduit. The zinc coating shall be capable of passing a test performed in conformance with ASTM Designation: A239.
New conduit shall be sized as shown on the Plans. If the conduit size is not provided on the Plans for a new conduit run, then the conduit shall be a 3-inch diameter conduit.
HDPE conduit shall have a minimum rating conforming to the requirements of NEMA TC-7 and UL 651A.
A. It shall have a cell classification of PE334470C (for black conduit) and PE334470E (for orange colored conduit) per ASTM 3350, “Standard Specification for Polyethylene Pipe and Fittings Materials.” B. The polyethylene base resin shall meet the density requirement and melt index properties described herein. The density shall not be less than 0.940 and not more than 0.955 g/CM3 in accordance with ASTM D 1505: Standard Test Method for Density of Plastics by the Density-Gradient Technique. The range for the melt index shall be between 0.05 to 0.5g/10 minutes in accordance with ASTM D 1238: Standard Test Method for Melt Flow Rates of Thermoplastics by Extrusion Plastometer. The HDPE conduit shall have a minimum Flexural Modulus, of 80,000 psi, per ASTM D 790 and a minimum tensile strength at yield of 3,000 psi, per ASTM D-638. C. Additives to the base resin shall be included to provide heat stabilization, oxidation prevention and ultraviolet (UV) protection. It shall utilize carbon black in the range of 2 to 3 percent for long term protection against UV degradation. The minimum protection period shall be one year from date of manufacture in unprotected, outdoor storage in accordance with ASTM D 1603: Standard Test Method for Carbon Black in Olefin Plastics. D. HDPE conduit and fittings shall comply with ASTM D 2241 and ASTM-F2160-01. E. The Contractor shall provide the Engineer with manufacturer’s certification of analysis and compliance showing that HDPE conduit meets these Special Provisions. F. HDPE communications conduit bends shall have a radius of not less than 12 times the diameter. Conduit shall be bent without crimping or flattening, using the longest radius practicable. Communications conduits shall not deflect more than one inch per foot (1:12) vertically or horizontally. This is equivalent to a minimum radius of 6 feet. a. If the 1:12 rule cannot be achieved, standard factory-made elbows of 11 1/4, 22 1/2, 30 or 45 degrees, with a minimum radius of 48 inches shall be used.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 70 January 23, 2018 G. HDPE conduit bends shall not exceed 180-degree cumulative turns between pull boxes. Any bends exceeding 22 degrees shall be factory bends. Any bends greater than 45 degrees shall must be galvanized steel with necessary adapters. H. New runs of HDPE conduit shall be continuous from pull box to pull box, unless otherwise shown on the Plans. HDPE conduit shall not be joined to PVC conduit in the length of the run. At pull boxes and/or cabinets where new HDPE is required to transition into new or existing PVC elbows, the Contractor shall submit for approval a manufacturer recommended coupling. I. When joining segments of HDPE conduit, heat fusion, electrofusion fittings, and mechanical connections shall be used if the HDPE conduit and joining device manufactures recommendations are observed and the internal diameter of the HDPE conduit is not reduced. Extrusion welding and hot gas welding to join HDPE conduits is not permitted. A minimum of two test fusions, by each fusion operator, must be demonstrated to the Engineer prior to performing fusion operations on HDPE conduit. J. Upon completion of joining HDPE conduit sections and setting the pull boxes, the Contractor shall clean the HDPE conduit with compressed air. The Contractor shall demonstrate by pulling a cleaning mandrel or ball mandrel, correctly sized for the conduit (80 percent of the HDPE inside diameter), that the conduit was not deformed during installation. If the mandrel passes through the HDPE the Contractor shall install the pull tape in accordance with Caltrans Standards and these Special Provisions. If the mandrel encounters a deformity in the HDPE conduit, the Contractor shall replace the entire segment of HDPE between pull boxes with new HDPE at no additional cost.
Conduits entering pull boxes, manholes, or splice vaults shall enter through knockouts. Conduits entering the ends of communications pull boxes must be vertically and horizontally aligned with conduits at the opposite end of the pull box. Space around conduits through end walls shall be filled with minor concrete cement mortar.
The Contractor shall locate all underground obstructions and utilities. Install conduit as near as possible to the routing indicated. Following mark out the Contractor shall schedule a site meeting with the Engineer or designated representative to layout the proposed equipment and conduit locations. The Contractor shall, with the approval of the Engineer or designated representative, shift the location of the conduit package to avoid interference with existing equipment and structures.
01150-3.08 PULL BOXES
New pull boxes shown to be installed, and containing communications cabling shall conform to the requirements of the Section 86-2.03 of the Caltrans Standard Specifications, except as otherwise specified here in.
All pull boxes containing communications cabling shall have a bolt-down lid and shall be marked in accordance with the Plans. Cover markings shall conform to the requirements of Section 86- 2.06B, "Cover Marking," of the Caltrans Standard Specifications.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 71 January 23, 2018 Communications pull boxes shall be fabricated of concrete and provide conduit access ports on each of the four sides, as shown in the Plans.
A Certificate of Compliance, in accordance with Caltrans Standard Specifications shall be supplied for structural capabilities and materials used in manufacture of Communications manhole.
Markings shall be clearly defined and shall be placed parallel to the long side of the cover. Letters shall be a minimum of 4-inch height for Communications pull boxes and manholes.
Pull boxes shall be field located, and approved by the Engineer, to avoid drainage swales, maintenance vehicle pathways or repeating wheel loads.
The Contractor shall be responsible for restoring the surrounding surface conditions back to their original condition. Any existing sidewalk or roadway elements (including curb and gutter and landscaped areas) damaged by the installation of pull boxes shall by replaced by the Contractor to its original condition. No additional payment will be made for reconstruction work and it is considered incidental to the installation of the pull box.
When installing a Communications pull box, the Contractor shall only lift using the lifting hardware installed for that purpose. The lid shall be oriented such that the lid hinge lies along the side of the pull box farthest from the roadway.
The compaction around pull boxes shall not cause the sides to deflect or any part of the box or lid to crack or become dented. The Contractor shall replace any cracked, broken, chipped or damaged pull boxes or lids at no additional cost to the Department.
01150-3.10 WIRE AND CABLE
The work shall consist of furnishing and installing wires and cables, cable, cable connectors, and other materials as referenced, but not specified in related Sections and as indicated on the Plans. Wire and cable shall be installed in conduit. Splices will not be permitted in cables. Cables shall be continuous between all designed termination points.
Raceways shall be thoroughly cleaned prior to installation to verify that no obstructions exist. No kinks in wire and cable will be permitted and bends shall be larger in radius than the minimum recommended by the manufacturer. Only those lubricants recommend by the wire and cable manufacturer shall be used for pulling cables.
A. Ethernet UTP Cables
All UTP patch cords or patch cables to be installed within a communications enclosure shall be Commscope, Uniprise indoor rated Category 6 (CAT-6) UTP strength through configuration blue jacket patch cord with RJ-45 factory installed connectors at both ends and conforming to the requirements of ANSI/TIA-568- B.2-1. Patch cords shall be installed to interconnect all communication interfaces between the network equipment as shown on the Plans. The patch cords shall be factory made, and not spliced and terminated on-site. They shall come in
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 72 January 23, 2018 standard lengths (e.g. 1 foot, 1.5 feet, 2 feet, 5 feet, and 10 feet). The patch cords shall have strain-relief RJ-45 connectors. The patch cords shall be rated as Category 6 unshielded twisted pair cabling, and shall terminate all eight conductor positions in both cable connectors.
All Category 6 cables installed between the communications enclosure to a field device (VMS, CCTV), shall be outdoor rated CAT-6 Unshielded Twisted Pair (U/UTP) flooding compound filled cables conforming to the requirements of ANSI/TIA-568-C.2. Cable shall be Comscope Media 6, outdoor rated category 6 (CAT6) Unshielded Twisted Pair (U/UTP) flooding compound filled cable (Comscope Media 6, 6NF4+) or an approved equivalent. One end of the outdoor rated CAT-6 cable shall be terminated to the field device with a RJ-45 connector and the other end shall be terminated to the rack mounted CAT 6 patch panel in the Communications Enclosure. CAT-6 connector on the device end of the cable shall be Platinum Tools EZ-RJ45 Cat-6+ Connectors with EZ-RJ45 Strain Reliefs or approved equivalent. Connectors shall be UL rated, EIA/TIA B.2. FCC compliant, and shall be installed using the EZ-RJ45 Crimping tool or an equivalent tool recommended by the connector manufacturer. Connectors shall be installed in conformance with the manufacturer’s recommended installation instructions and all eight conductors of each cable conductors shall be terminated at both ends.
B. Installation procedures shall be in conformance with the procedures specified by the cable manufacturer for the specific cable being installed. The Contractor shall submit the procedures to the engineer in writing a minimum or 30 days prior to the start of cable pulling.
01150-3.11 CABLE TAGS
Cable tags shall conform to the following requirements:
A. Each end of every patch cord, fiber optic cable, UTP cable, and speaker cable shall be labeled with Allied Electric Self-Laminating Laser Tag labels (Manufacturer’s number TAG5L-105) or an approved equivalent.
B. Each label shall contain the end device name (e.g. “VMS-EB1,” “PCID-WB1,” etc.), the near end termination port identification (e.g. “ES-C3” (Gigabit Ethernet Switch, port C3)) and the far end termination port identification at the other end of the cable (e.g., “16MC-1” (16 Bay Media Converter, port 1). The Contractor shall submit proposed device naming convention and port identification naming conventions for approval.
C. Tagging formats and administrative records shall be maintained for all cables. Tagging formats and administrative records shall be created following an approach that is similar to EIA/TIA-606 standard practices. Nomenclature shall be consistent with naming conventions shown on the Plans. Labels shall be concise and preferably diagrammatic in form. All labels or number plates and warning notices shall have black lettering on a white background. The size of the letters and the nature of the wording shall be submitted by the Contractor. All conductor wires and cables shall be identified whenever they enter or leave a junction box, manhole, housing, or enclosure, and at all terminals. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 73 January 23, 2018 D. All labels, number plates and warning notices shall be of durable and corrosion resistant materials securely fitted by permanent means and clearly worded. For outdoor use, they shall remain legible and not suffer degradation throughout the expected life of the equipment. All wires and cables shall be tagged during the termination process, as specified herein. E. Permanent non-conducting marking tags fastened securely to the wires and cables shall be used for identification. Wire designations shall consistently conform to an overall scheme prepared by Riverside Transit Agency. The Contractor shall develop detailed labeling and administrative records that indicate location, circuit, device, wire number, terminal branch, and position, etc. Letters and numbers shall be used.
01150-3.22 CCTV CAMERA AND ETHERNET DATA EXTENDER CCTV cameras shall be the TruVision 2MP TVD-5404 cameras or approved equal by Owner and Engineer. Cameras shall have extended zoom and IR range, 2 mega pixel resolution, remote autofocus, integrated motion detection, vandal-resistant housings, and minimum 3-year warranty.
Contractor shall install an Ethernet Data Extender for each camera, the ethernet data extender shall be IFS type POE302-EX or approved equal by Owner and Engineer.
See Appendix A for full TruVision manufacturer camera specifications, mounting specifications, and ethernet data extender specifications.
01150-3.23 NETWORK VIDEO RECORDER (NVR) The NVR shall be the TruVision TVN-2008S-4T NVR or approved equal by Owner and Engineer. The NVR shall be 8 channel and accommodate 45 days of storage.
See Appendix A for full TruVision manufacturer NVR specifications and TVN Calc attachment for camera/recorder storage setup.
01150-3.24 CAMERA VIDEO AND POWER
The CCTV camera power and video shall be carried, end-to-end, over Category-6 ethernet cable, with power-over-ethernet (PoE) injection in the Electrical/Communications room.
01150-3.25 UNINTERRUPTIBLE POWER SUPPLIES (UPS)
The uninterruptible power supply and additional battery pack units shall mount in a standard EIA-310-D, 19-inch rack, and shall be provided with the following features and ratings:
A. Power Capacity: 2700 Watts/3000VA. B. Input Voltage: 120 VAC, single phase (nominal). C. Output Voltage: 120 VAC, single phase (nominal). D. Output Voltage Distortion: Less than 5% at full load. E. Waveform Type: Sine wave. F. Rack Height: 3U. G. Environmental: 0-95% RH, 0-40°C, 0-3000 meters. H. Thermal Dissipation: 375 BTU/hr. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 74 January 23, 2018 I. Approvals: FCC Part 15 Class A, UL 1449, and UL 1778. J. Warranty: Two years
The uninterruptible power supply shall be a SUA3000R3XLNETPKG manufactured by APC, or an approved equivalent. The additional battery pack units shall be a SUA48RMXLBP3U manufactured by APC, or an approved equivalent.
01150-3.28 CCTV INTERFACE WORK FOR STATION CONTRACTOR
The Contractor shall contact Chris Loswego, Forest City CCTV Manager, a minimum of 72 hours in advance of start of construction.
The Contractor shall furnish and install conduit raceways from the Communications Cabinet to each camera location at the station as shown in the Plans.
Prior to installing the cables, meet with CCTV Manager and mall security department to confirm cable type to be used and final location for each camera.
Furnish CAT-6 cable for each camera and install it from communications cabinet to each camera on the platform as shown on the Plans and in accordance with the single mode fiber optic cable requirements specified herein.
Full compensation for CCTV interface work shall be considered as included in the prices paid for the Electrical and Communication facilities work and no additional compensation will be allowed therefor.
01150-3.31 COMMUNICATIONS TESTING
All material, equipment, devices, and installation testing shall be demonstrated to operate and conform to all requirements specified in Section 6-3, “Quality,” and all other sections of the Caltrans Standard Specifications and these Special Provisions.
The Contractor shall prepare test plans and procedures for all tests identified in the Caltrans Standard Specifications and these Special Provisions. Test plans and procedures shall be submitted to the Engineer a minimum of 30 days prior to start of testing. The Contractor shall address all comments raised during the Engineers review of the documents.
The Contractor shall provide all personnel, equipment, instrumentation, and materials necessary to perform all testing. The Engineer shall be notified two weeks prior to all field tests. The notification shall include the exact location or portion of the system to be tested.
The procedures shall identify the tests to be performed and how the tests are to be conducted. Included in the test procedures shall be the model, manufacturer, configuration, calibration, and alignment procedures for all proposed test equipment.
Documentation of all test results shall be provided to the Engineer within 5 working days after the test is completed.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 75 January 23, 2018 The Contractor shall supply a copy of all test data and reports to the Engineer for written approval at the completion of each test.
All test equipment shall be calibrated within 30 calendar days prior to use, unless otherwise approved by the Engineer. Proof of calibration shall be submitted with all test reports.
The Contractor shall submit copies of certificates of calibration for the appropriate equipment (OTDRs, fusion splicing equipment, power meters, etc.) And certify that equipment components have been replaced at appropriate intervals. Note that rental equipment shall not be used without prior authorization from the Engineer.
The Contractor shall have submitted testing procedures for the Engineer’s review and shall have received approval from the Engineer. No testing shall be performed unless the Contractor has the approved test procedures in hand.
The Contractor shall schedule testing in consultation with Engineer.
The Contractor shall completely investigate any discrepancies, defects or anomalies, propose corrective action to the Engineer for approval, and take appropriate action to correct discrepancies, defects, and anomalies.
Functional tests shall be performed to the satisfaction of the Engineer.
All instruments or recorders employed in these test programs shall bear a record of calibration against certified standards by the National Institute of Standards and Technology. Such calibrations shall be made at least each 180 days and at such other periods as may be directed by the Engineer. Each test record shall identify the instrument employed and the last date of calibration.
Public Address testing shall be in accordance with ASTM E1014 - 08 Standard Guide for Measurement of Outdoor A-Weighted Sound Levels, and ensure appropriate NR (Noise Rating) Levels are in line with the EPA guidelines, taking into account ambient noise at each site.
Ground Verification Testing
The Contractor shall perform a ground verification test to verify that the ground at each grounding system location is less than 5 ohms.
Unshielded Twisted Pair Testing
Link Test Configuration: Perform metered field tests on each four-pair UTP cable link through the wiring block, patch panel, and/or telecommunication outlet (T.O.) terminations at each end of the cable section using the basic link test configuration described in TIA/EIA 568-B.1.
Channel Test Configuration: Perform metered field tests on each four-pair UTP cable channel, including all cabling sections, cross-connect equipment, jumper wire and/or patch cables, T.O.,
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 76 January 23, 2018 and work area station cords through the connectors at each end, but not including connections to active equipment using the channel test configuration described in TIA/EIA 568-B.1.
Horizontal Performance Tests: Use field test instruments capable of the swept/stepped frequency voltage measurements in accordance with the performance parameters required by TIA/EIA 568-B1.
Test each horizontal link or channel pair to verify wire map, length, attenuation, and near-end crosstalk (NEXT) as described in TIA/EIA 568-B.1. TIA/EIA 568-B.1 allows for a 10 percent uncertainty in the nominal velocity of propagation of signals in UTP cable when determining the cable length with an electronic tester. If during a test for data link, the tester identifies a length greater than 90 meters (295 feet), verify the cable’s physical length does not exceed 90 meters.
Test Reports: Include field test results for each pair, including cable link length in accordance with TIA/EIA 568-B.1. The test summary will include: Cable identification as it appears in the contract documents, cable identification as it is labeled. And pass or fail status.
01150-3.33 MEASUREMENT AND PAYMENT
“Construct Site Electrical and Communication Systems” will be measured for payment as a lump sum.
The contract lump sum price paid for “Construct Site Electrical and Communication Systems” shall include full compensation for all labor, materials, tools, equipment, and incidentals, and for doing all work involved in “Construct Site Electrical and Communication Systems” construction, Complete In-Place, and no additional compensation will be allowed therefor.
Payment for “Construct Site Electrical and Communication Systems” shall conform to provisions in Section 86-8, “Payment,” of the Caltrans Standard Specifications and these Special Provisions.
Schedule of Values
The Contractor shall provide a Schedule of Values for constructing the communication system for review by the Engineer within 15 days of contract award. The Schedule of Values shall include, but is not limited to, each separate item of work specified in the plans and listed in the table below and must include type, size, and installation method for each item of work. The Schedule of Values will be used to determine progress payments to the Contractor and shall provide the basis of payment for work beyond what is shown on the Plans. Unit prices for each item of Work shall be included in the Schedule of Values submitted. Unit of measure on a lump sum basis shall not be included in the Schedule of Values.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 77 January 23, 2018 SCHEDULE OF VALUES – CONSTRUCT SITE ELECTRICAL AND COMMUNICATIONS SYSTEMS
Contract No. CIP ______ITEM ITEM DESCRIPTION UNIT QUANTITY VALUE AMOUNT Relocate Pole Mounted Light Fixture w/ New 1 EA Footing 2 Surface Mounted Linear LED Fixture, 6' long EA
3 Surface Mounted Linear LED Fixture, 9' long EA
4 Wall Mounted LED Fixture EA
5 Conduit, GRS, 2" LF
6 Conduit, GRS, 1" LF
7 Wire, #10 LF
8 Wire, #12 LF
9 Wire, Cat-6A LF
10 Pull Box, Electrical / Communications EA
11 Linear LED Lighting to Fin Sign LF
12 Ethernet PoE-AT Extender EA
13 Truvision NVR – 4TB EA
14 Truvision Outdoor Camera EA
TOTAL LUMP SUM COST: ______
01150-4 LIGHTING AND POWER
01150-4.01 GENERAL
Reference made to “Caltrans Standard Specifications” shall refer to the Caltrans Standard Specifications (2010). References made to specifications other than the Caltrans Standard Specifications (2010), including the Specifications for Public Works Construction (Greenbook), as amended by the City of Temecula, are explicitly referenced in the section to which they apply.
The project involves the furnishing and installation of new lighting foundations, poles, luminaires, conduit, pull boxes, removal and salvage of existing equipment, modifications to existing lighting systems, and other miscellaneous work necessary to make the station lighting and power systems operational at the project location. The work consists of furnishing, installing, and
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 78 January 23, 2018 testing the electrical and communications systems at Promenade Mall bus and shuttle stop locations.
Furnishing and installing, modifying, salvaging, and/or relocating lighting, service points, cabinets, conduit, pull boxes, cabling, or other work shown on the Plans, shall conform to these Special Provisions, the Caltrans Standard Specifications (2015), Caltrans Transportation Electrical Equipment Specifications, and the Caltrans Qualified Products List. In case of conflict between the Caltrans Standard Specifications, the Equipment Specifications, and these Special Provisions, the Special Provisions shall take precedence over and be used in lieu of such conflicting portions.
Unless otherwise indicated, all materials, equipment, manufacturing methods, installation, testing, and workmanship shall conform to or exceed all regulations and codes indicated in Section 86-1.02, “Regulations and Code,” of the Caltrans Standard Specifications and the latest revisions of the regulations, codes and standards indicated in Section 01150-3.01 of these Special Provisions. The Contractor shall submit documents indicating that the materials and equipment furnished conform to such standards and requirements.
The Contractor's Work shall conform in all respects to applicable industry standards. The manufacturer's recommended installation procedures and instructions for all materials furnished by the Contractor under this contract shall be followed explicitly, unless otherwise directed or by the Engineer. The Contractor shall submit the manufacturer’s recommended installation and maintenance procedures to the Engineer for approval prior to the start of construction. If the manufacturers recommended installation procedures or instructions differ from those shown on the plans or specified herein, then the Contractor shall submit a request for information to Riverside Transit Agency that details the discrepancy and requests direction prior to proceeding with the Work.
The Contractor shall provide Equipment List and Drawings in accordance with Section 01150- 1.02.
The Contractor shall meet the requirements for Environmental in accordance with Section 01150-3 of these Special Provisions.
01150-4.02 EXCAVATION AND BACKFILLING
All installation work shall conform to the requirements specified in Section 01060, “Earthwork,” of these Special Provisions, unless otherwise specified herein.
01150-4.03 EXISTING UTILITY AND UNDERGROUND LOCATION
The Contractor shall mark out all existing utilities and retain an underground facilities locating company to locate and mark out the existing facilities in accordance with Section 5 of the Standard Specifications and in accordance with these Special Provisions.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 79 January 23, 2018 01150-4.04 WARRANTY
A. The Contractor shall provide a written warranty for full replacement of the luminaire due to any failure for a period of ten (10) years from the date of installation. B. Luminaires shall, at the Owner’s option, be repaired or replaced if the luminaire fails to function as described in these Special Provisions for the duration of the warranty period.
01150-4.05 MAINTAINING EXISTING AND TEMPORARY ELECTRICAL SYSTEMS
All installation work shall conform to the requirements specified in Section 86-1.06, “Maintaining Existing and Temporary Electrical Systems,” of the Caltrans Standard Specifications, unless otherwise specified herein.
Measurement and Payment
No separate measurement will be made for complying with the requirements of this section.
Full compensation for complying with the requirements of this section shall be considered as included in the various items of work and no additional compensation will be allowed therefor.
01150-4.06 EXISTING UTILITY AND UNDERGROUND LOCATION
The Contractor shall mark out all existing utilities and retain an underground facilities locating company to locate and mark out the existing facilities in accordance with Section 5 of the Standard Specifications and in accordance with these Special Provisions.
01150-4.07 LIGHTING
Work under this section shall include platform lighting to be furnished and installed as shown on the Plans and directed by the Engineer. Lighting shall include light fixtures (luminaires) and mountings.
Handhole reinforcement rings for standards, steel pedestals, and posts shall be continuous around the handholes. Handhole covers shall be provided with stainless steel, tamperproof hardware.
Fixtures (luminaires) shall be of the types shown on the Plans.
01150-4.08 CANOPY STRUCTURE LIGHTING
Work under this section shall include Canopy Structure lighting systems to be furnished and installed at the bus and shuttle stop locations as shown on the Plans and directed by the Engineer. Canopy Structure shall include light fixtures as shown on the Plans, power supply, cabling and necessary appurtenances to furnish and install lighting complete in place.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 80 January 23, 2018 01150-4.09 CONDUIT
Conduit shall conform to the provisions of Section 86-2.05, "Conduit," of the Caltrans Standard Specifications and these Special Provisions.
No boring will be allowed, except as approved by the Engineer.
Conduit shall be Caltrans Type 1, hot-dip galvanized rigid steel (GRS) conduit conforming to the requirements in UL Publication UL6 for Rigid Metallic Conduit. The zinc coating shall be capable of passing a test performed in conformance with ASTM Designation: A239.
New conduit shall be sized as shown on the Plans. If the conduit size is not provided on the Plans for a new conduit run, then the conduit shall be a 2-inch diameter conduit.
Surface mounted and I-beam supported conduit runs shall be attached to the surface with hot dipped galvanized steel framing channels and all associated fittings and hardware including, but not limited to, clamps, brackets, hanger rods, and fittings.
Hardware shall be made of galvanized steel to match conduit.
Framing channels shall be secured to the surface with type 304 or 316 stainless steel mechanical wedge anchor fasteners that firmly anchor the channel to the surface in conformance with the manufacturers recommended installation procedures. The anchors shall be listed or approved by ICC (formerly ICBO) or UL.for this application. Spacing of the support shall conform to the manufacturer’s recommendations and shall not exceed five feet.
Steel framing systems shall comply with UL 5, “Standards for Surface Metal Raceway and Fittings.” All steel framing systems attached to buildings shall conform to all applicable NEC and NFPA standards and requirements.
Conduit run across roof surface shall be supported by a durable, ultraviolet resistant, flexible, polyethylene foam block with an integral galvanized steel channel that shall be used to clamp the conduit and additional hot dipped galvanized metal framing systems to it. All fasteners and hot dipped galvanized steel framing systems shall be UL listed and made of hot dipped galvanized steel. Spacing of the support shall conform to the manufacturer’s recommendations and shall not exceed five feet. All hardware shall be made of Type 304 or Type 316 stainless steel.
Conduits for future equipment shall be extended to match platform final grade and plugs installed.
The Contractor shall locate all underground obstructions and utilities. Install conduit as near as possible to the routing indicated. Following mark out the Contractor shall schedule a site meeting with the Engineer or designated representative to layout the proposed equipment and conduit locations. The Contractor shall, with the approval of the Engineer or designated representative, shift the location of the conduit package to avoid interference with existing equipment and structures.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 81 January 23, 2018 The Contractor shall install duct seal around wire, cable, and over empty conduits at all entry points to enclosures, pull boxes, and vaults.
Make connections including intercepting existing conduit, punching into existing pull boxes or vaults, panels, and other equipment.
Subsurface Conduit
All subsurface conduit shall be Caltrans Type 1, hot-dip galvanized rigid steel (GRS) conduit conforming to the requirements in UL Publication UL6 for Rigid Metallic Conduit. The zinc coating shall be capable of passing a test performed in conformance with ASTM Designation: A239conforming to these Special Provisions and shall be installed a minimum of 24 inches below the finished surface in paved areas and 24 inches below the finished surface in unpaved areas.
Warning tape shall be installed and placed in the trench over all new conduits. The warning tape shall be 100mm wide with bold printed black letters of approximately 19 mm on bright orange color background, and contain the printed warning “Caution Fiber Optic Line Buried Below,” repeated at approximately 800 mm intervals. The printed warning shall be non-erasable and shall be rated to last with the tape for a minimum of 40 years.
The construction of the warning tape shall be such that it will not delaminate when it is wet. It shall be resistant to insects, acid, alkaline and other corrosive elements in the soil. It shall have a minimum of 712 N tensile strength over 150 mm wide strip and shall have minimum of 700 percent elongation before breakage.
Use sweeps with a minimum bend radius of 16 inches.
After cables are pulled in all ducts, ducts shall be sealed with duct seal. All conduits shall be completely sealed to prevent intrusion of foreign objects and creatures.
When any facilities are placed below grade, a detailed conduit, cable, and facilities plan shall be submitted to the Engineer for approval.
Surface Mounted Conduit
All conduit installed above finish grade shall be galvanized rigid steel (GRS) conduit, conforming to these Special Provisions. Surface mounted GRS conduit shall be installed on surfaces where shown on the Plans.
All surface mounted conduits attached to wall faces shall be firmly attached to the wall with hot dipped galvanized steel framing channels and fasteners. The channels shall be securely anchored to the wall using stainless steel mechanical wedge anchor fasteners. The channel spacing shall conform to the manufacturer’s recommendation and shall not exceed 5 feet.
All GRS conduit hung from I-beams shall be mounted to hot-dipped galvanized steel framing channels with fasteners hung from the beams with firmly attached anchors and anchor rods. All attachments shall be made in conformance with local, state, and federal standards seismic Zone 4 building code standards and requirements. The anchoring system shall constrain the horizontal movement of the conduit during an earthquake. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 82 January 23, 2018 Construct with sufficient rigidity to hold all mounted equipment and material in permanent and neat alignment.
Paint all field cuts or welding of supports with one coat of zinc-rich coating at 3 mils dry.
01150-4.10 PULL BOXES
New pull boxes shown to be installed and containing electrical cabling shall conform to the requirements of the Section 86-2.03 of the Caltrans Standard Specifications, except as otherwise specified here in.
Pull boxes shall be constructed of concrete, with cast iron or hot dipped galvanized diamond plate steel lids. All lids shall be bolted in place with hexagon headed stainless steel bolts. All new pull boxes shall be provided with additional intermediate and/or base sections as necessary to provide the required space to coil the specified fiber lengths within the pull box. All pull boxes containing MTS electrical cabling shall have a bolt-down lid and shall be marked per Plans. Cover markings shall conform to the requirements of Section 86-2.06B, "Cover Marking," of the Caltrans Standard Specifications.
The bottom of the pull box shall rest firmly on a six (6) inch-thick bed of one-inch crushed rock extending six (6) inches beyond the outside edges of the pull box. Pull boxes shall be flush with final platform elevation and align with architectural features.
Pull boxes shall not be installed in any part of a driveway or other traveled way unless approved by the Public Works Inspector. A steel “traffic-rated” cover shall be provided on any pull box installed in a at all locations on the platform.
Pull boxes that are to be removed shall have the sump and gravel drain in the bottom of the pull box removed by the Contractor. The Contractor shall fill the void left by the pull box, sump, and gravel drain removal by placing and compacting native backfill material in the excavated area to the Engineer’s satisfaction. Any existing sidewalk or roadway elements (including curb and gutter and landscaped areas) damaged by the installation or removal of pull boxes shall be restored by the Contractor to its original condition. No additional payment will be made for reconstruction work and it is considered incidental to the installation of the traffic signal.
01150-4.11 GROUNDING AND BONDING
Bonding and grounding shall conform to the provisions in Section 86-2.10, “Bonding and Grounding,” of the Caltrans Standard Specifications and these Special Provisions.
The Contractor shall insure that new underground electric service enclosures are properly grounded in accordance with applicable codes and utility company requirements. Electrical services shall be bonded to the grounding electrode system. The grounding electrode system shall obtain a resistance to earth not to exceed 5 ohms and shall consist of a ground rod at the service and grounding cables to all equipment. Install additional ground rods in test wells, spaced at 10 foot intervals until the specified resistance to earth is established. All below grade connections shall be connected with exothermic welds. Above ground connections may be made with compression connectors or exothermic welds. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 83 January 23, 2018 Grounding materials shall be copper or copper alloy, corrosion-resistant, with high conductivity for ground systems. Fittings for slices, taps, and crosses or embedded conductors shall be suitable for exothermic welding of copper to copper conductors.
Grounding shall be provided to all metal structures on the platform. Grounding shall be minimum #4 copper wire. Grounding shall be insulated in conduit. Grounding shall be bare copper when in concrete. For all metal structures not provided with conduit, the Contractor shall route bare copper wire from service grounding bussing to metal structure underground in concrete and shall terminate on metal structure in concealed location. All terminations shall be per Caltrans Standard Specifications and approved by the Engineer.
The Contractor shall provide test equipment with current certificate of calibration. Certificate of Calibration shall be provided to Engineer 30 days prior to any ground test. Test report format shall be submitted to the Engineer for approval 30 days prior to any test.
The Contractor shall provide ground resistance tests per IEEE 142 Fall of Potential method of the grounding system. All tests shall be recorded and submitted for Engineer approval. Test instruments shall be capable of accurate resistance measurements and shall have a voltage rating of not less than 600V. Ground resistance values shall not exceed 5 ohms. Ground resistance tests shall be made in accordance with the methods as described in IEEE Standard 81, based on the three-probe test method, using a recently calibrated and suitable soils resistance test meter. The Contractor shall submit Test Reports shall be prepared for all the grounding and bonding and submitted to the Engineer in a bound test report.
Full compensation for furnishing grounding materials and testing shall be considered included in the contract prices paid for the various items of work and no separate payment will be allowed therefore. Payment for additional ground rods beyond two required to meet 5-ohm requirement shall be made in accordance with Section 3-3, “Extra Work” of the Standard Provisions.
01150-4.13 ELECTRICAL TESTING
The Contractor shall perform all tests in conformance with the requirements specified in Section 86-2.14, “Testing,” of the Caltrans Standard Specifications and these Special Provisions.
The Contractor shall prepare test plans and perform tests on existing and new load centers and circuit breakers to properly size and furnish electrical systems in conformance with the requirements of the National Electric Code, Caltrans Standard Specifications and these Special Provisions.
The Contractor shall test all electrical installations and submit a test report of the voltage measured at the outlet or point of connection to load. Contractor shall supply a list of all locations with the rating of the station main circuit breaker and the enclosure circuit breaker. Contractor shall submit Test Reports for all the electrical testing to the Engineer in a bound test report.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 84 January 23, 2018 01150-4.15 MEASUREMENT AND PAYMENT
Canopy Structure lighting shall be considered to be included in the Lump Sum paid for Canopy Structure and no additional compensation will be allowed therefor.
The contract lump sum price paid for Construct Site Electrical and Communications Systems shall include full compensation for all labor, materials, tools, equipment, and incidentals necessary to construct the site electrical and communications systems, except for Canopy Structure lighting, Complete In-Place, and no additional compensation will be allowed therefore.
END OF SECTION 01150
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 85 January 23, 2018 SECTION 01160
ARCHITECTURALLY-EXPOSED STRUCTURAL STEEL FRAMING
01160-1 SCOPE
The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances, fabricating, transportation, and services necessary for the execution and completion of all architecturally exposed structural-steel (AESS) framing as shown on the Plans at the proposed canopy structures and as described in the Specifications and these Special Provisions.
01160-2 CONSTRUCTION METHODS
All metals shall be free from surface blemishes where exposed to view in the finished unit.
Exposed-to-view surfaces exhibiting pitting, seam marks, roller marks, stains, discolorations, or other imperfections on finished units are not acceptable. Blemishes shall be filled, ground, or welded and ground before shop priming.
Comply with NAAMM’s “Metal Finishes Manual for Architectural and Metal Products” for recommendations for applying and designating finishes.
All exposed steel shall receive High Performance Coating System – Tnemec paint or equal. Color and Gloss TBD.
Comply with AWS for recommended practices in shop welding and brazing.
1. Provide welds and brazes behind finished surfaces without distortion or discoloration of exposed side. 2. Clean exposed welded and brazed joints of flux, and dress exposed and contact surfaces 3. Grind exposed welds smooth with adjacent surfaces Joints: Mill joints to tight, hairline fit. Cope or miter corner joints.
Finish exposed surfaces to smooth, sharp, well-defined lines and arises.
Drill and tap for required fasteners, and use concealed fasteners wherever possible.
Assemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 86 January 23, 2018 for reassembly and coordinated installation. Use connections that maintain structural value of joined pieces.
Refer to Plans and Steel specification section for additional information.
Submittals: Shall be prepared and submitted in accordance with the Submittals Section of these Special Provisions, and shall consist of the following:
B. Product Data: Submit product data for each steel primer. C. Shop Drawings: Submit shop drawings showing fabrication and installation of AESS: 1. Fully dimensioned plans and elevations with detail coordinated keys 2. Components and attachments to other units of work 3. Materials and profiles of each decorative metalwork member, fitting, joinery, finishes, fasteners, anchorages, and accessory items. 4. Setting drawings, templates, and directions for installation of anchor bolts and other anchorages to be installed as work of other sections. 5. Necessary flashings and sealants when decorative work penetrates or connects with exterior building enclosure. Quality Assurance:
A. Installer Qualifications: AISC-Certified Erector, Category ACSE B. Fabricator Qualifications: AISC-Certified Plant, Category STD. C. Mock-ups
01160-3 MEASUREMENT AND PAYMENT
Full compensation for architecturally exposed structural-steel (AESS) framing construction is considered included in the lump sum price paid for Canopy Structure and no additional compensation will be allowed therefor. The lump sum price paid for Canopy Structure shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor.
Schedule of Values
The Contractor shall provide a Schedule of Values for fabricating and installing the Canopy Structure, Complete-and-in-Place per Plans, for review by the Engineer within 15 days of contract award. The Schedule of Values shall include, but is not limited to, each separate item of work specified in the plans and listed in the table below and must include type, size, and installation method for each item of work. The Schedule of Values will be used to determine progress payments to the Contractor and shall provide the basis of payment for work beyond what is shown on the Plans. Unit prices for each item of Work shall be included in the Schedule
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 87 January 23, 2018 of Values submitted. Unit of measure on a lump sum basis shall not be included in the Schedule of Values.
SCHEDULE OF VALUES - CANOPY STRUCTURE
Contract No. CIP ______ITEM ITEM DESCRIPTION UNIT QUANTITY VALUE AMOUNT
1 Wall hung canopy structure, structural steel LBS
2 Wall hung canopy, metal deck painted SF
3 Canopy gutter LF
4 Paint steel to match existing LS
5 Patch and repair stucco façade SF
TOTAL LUMP SUM COST: ______
END OF SECTION 01160
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 88 January 23, 2018 SECTION 01170
DECORATIVE METAL
01170-1 SCOPE
The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances, fabricating, transportation, and services necessary for the execution and completion of all decorative metal screens and fins at the Parking Structure as shown on the Plans and as described in the Specifications.
PRODUCTS:
PARKING STRUCTURE ARCHITECTURAL FINS
Basis-of-Design Product: Subject to compliance with requirements, provide product indicated on Drawings.
PARKING STRUCTURE ARCHITECTURAL SCREENS – GARAGE AND LIVING SCREENS
Basis-of-Design Product: Subject to compliance with requirements, provide product indicated on Drawings.
01170-2 CONSTRUCTION METHODS
Submittals: Shall be prepared and submitted in accordance with the Submittals Section of these Special Provisions, and shall consist of the following:
A. Product Data: Submit product data for each screen type, including finishing materials. B. Shop Drawings: Submit shop drawings showing fabrication and installation of metal screens at parking structure openings, vegetated screens at parking structure façade and architectural fins at parking structure: 1. Fully dimensioned plans and elevations with detail coordinated keys 2. Components and attachments to other units of work 3. Materials and profiles of each metal screen member, fitting, joinery, finishes, fasteners, anchorages, and accessory items. 4. Coordinate installation of anchorages for decorative metal items. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. C. Samples for Initial Selection: For products involving selection of color, texture or design.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 89 January 23, 2018 01170-3 MEASUREMENT AND PAYMENT
Full compensation for Decorative Metal construction is considered included in the unit or lump sum prices paid for the various bid items, as indicated in the bid schedule, and no additional compensation will be allowed therefor. The lump sum or unit price paid for the items of work shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor.
Decorative Metal bid items include:
· Architectural Fin Signage · Decorative Screen Panel Assembly · Modular Trellis Panel Assembly
END OF SECTION 01170
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 90 January 23, 2018 SECTION 01180
STRUCTURAL STEEL FRAMING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Structural steel. 2. Grout.
B. Related Requirements: 1. Section 01190 "Steel Decking" of these special provisions. 2. Section 01240 "Exterior Painting" and Section 01250 "High-Performance Coatings" of these special provisions for surface-preparation and priming requirements.
1.3 DEFINITIONS
A. Structural Steel: Elements of the structural frame indicated on Drawings and as described in AISC 303, "Code of Standard Practice for Steel Buildings and Bridges."
B. AESS: Structural steel designated as "architecturally exposed structural steel" or "AESS" in the Contract Documents.
C. Category 1 AESS: AESS that is within 114 inches vertically and 48 inches horizontally of a walking surface and that is visible to a person standing on that walking surface or is designated as "Category 1 architecturally exposed structural steel" or "AESS-1" in the Contract Documents.
D. Category 2 AESS: AESS that is within 20 feet vertically and horizontally of a walking surface and that is visible to a person standing on that walking surface or is designated as "Category 2 architecturally exposed structural steel" or "AESS-2" in the Contract Documents.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 91 January 23, 2018 1.4 COORDINATION
A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint and coating manufacturers' written recommendations to ensure that shop primers and topcoats are compatible with one another.
B. Coordinate installation of anchorage items to be embedded in or attached to other construction without delaying the Work. Provide setting diagrams, sheet metal templates, instructions, and directions for installation.
1.5 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1.6 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: Show fabrication of structural-steel components.
1. Include details of cuts, connections, splices, camber, holes, and other pertinent data. 2. Include embedment Drawings. 3. Indicate welds by standard AWS symbols, distinguishing between shop and field welds, and show size, length, and type of each weld. Show backing bars that are to be removed and supplemental fillet welds where backing bars are to remain. 4. Indicate type, size, and length of bolts, distinguishing between shop and field bolts. Identify pretensioned and slip-critical, high-strength bolted connections.
C. Welding Procedure Specifications (WPSs) and Procedure Qualification Records (PQRs): Provide according to AWS D1.1/D1.1M, "Structural Welding Code - Steel," for each welded joint whether prequalified or qualified by testing, including the following:
1. Power source (constant current or constant voltage). 2. Electrode manufacturer and trade name, for demand critical welds.
D. Delegated-Design Submittal: For structural-steel connections indicated to comply with design loads, include analysis data signed and sealed by the qualified, California registered, professional engineer responsible for their preparation.
1.7 INFORMATIONAL SUBMITTALS
A. Qualification Data: For Installer, fabricator, shop-painting applicators, professional engineer and testing agency.
B. Welding certificates.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 92 January 23, 2018 C. Paint Compatibility Certificates: From manufacturers of topcoats applied over shop primers, certifying that shop primers are compatible with topcoats.
D. Mill test reports for structural steel, including chemical and physical properties.
E. Product Test Reports: For the following:
1. Bolts, nuts, and washers including mechanical properties and chemical analysis. 2. Direct-tension indicators. 3. Tension-control, high-strength, bolt-nut-washer assemblies. 4. Shear stud connectors. 5. Shop primers. 6. Nonshrink grout.
F. Survey of existing conditions.
G. Source quality-control reports.
H. Field quality-control and special inspection reports.
1.8 QUALITY ASSURANCE
A. Fabricator Qualifications: A qualified fabricator that participates in the AISC Quality Certification Program and is designated an AISC-Certified Plant, Category STD or is accredited by the IAS Fabricator Inspection Program for Structural Steel (AC 172).
B. Installer Qualifications: A qualified installer who participates in the AISC Quality Certification Program and is designated an AISC-Certified Erector, Category CSE.
C. Shop-Painting Applicators: Qualified according to SSPC-QP 3, "Standard Procedure for Evaluating Qualifications of Shop Painting Applicators."
D. Welding Qualifications: Qualify procedures and personnel according to AWS D1.1/D1.1M, "Structural Welding Code - Steel."
E. Comply with applicable provisions of the following specifications and documents:
1. AISC 303. 2. AISC 341 and AISC 341s1. 3. AISC 360. 4. RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."
1.9 DELIVERY, STORAGE, AND HANDLING
A. Store materials to permit easy access for inspection and identification. Keep steel members off ground and spaced by using pallets, dunnage, or other supports and spacers. Protect steel members and packaged materials from corrosion and deterioration.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 93 January 23, 2018 1. Do not store materials on structure in a manner that might cause distortion, damage, or overload to members or supporting structures. Repair or replace damaged materials or structures as directed.
B. Store fasteners in a protected place in sealed containers with manufacturer's labels intact.
1. Fasteners may be repackaged provided Owner's testing and inspecting agency observes repackaging and seals containers. 2. Clean and relubricate bolts and nuts that become dry or rusty before use. 3. Comply with manufacturers' written recommendations for cleaning and lubricating ASTM F 1852 fasteners and for retesting fasteners after lubrication.
PART 2 - PRODUCTS
2.1 STRUCTURAL-STEEL MATERIALS
A. W-Shapes: ASTM A 992/A 992M, ASTM A 572/A 572M, Grade 50.
B. Channels, Angles, M, S-Shapes: ASTM A 36/A 36M, ASTM A 572/A 572M, Grade 50.
C. Plate and Bar: ASTM A 36/A 36M.
D. Corrosion-Resisting Structural-Steel Shapes, Plates, and Bars: ASTM A 588/A 588M, Grade 50.
E. Cold-Formed Hollow Structural Sections: ASTM A 500/A 500M, Grade B, structural tubing.
F. Corrosion-Resisting, Cold-Formed Hollow Structural Sections: ASTM A 847/A 847M, structural tubing.
G. Steel Pipe: ASTM A 53/A 53M, Type E or Type S, Grade B.
1. Weight Class: Standard. 2. Finish: Galvanized.
H. Steel Castings: ASTM A 216/A 216M, Grade WCB with supplementary requirement S11.
I. Steel Forgings: ASTM A 668/A 668M.
J. Welding Electrodes: Comply with AWS requirements.
2.2 BOLTS, CONNECTORS, AND ANCHORS
A. High-Strength Bolts, Nuts, and Washers: ASTM A 325 (ASTM A 325M), Type 1, heavy-hex steel structural bolts; ASTM A 563, Grade C, (ASTM A 563M, Class 8S) Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 94 January 23, 2018 heavy-hex carbon-steel nuts; and ASTM F 436 (ASTM F 436M), Type 1, hardened carbon-steel washers; all with plain finish.
1. Direct-Tension Indicators: ASTM F 959, Type 325 (ASTM F 959M, Type 8.8), compressible-washer type with plain finish.
B. High-Strength Bolts, Nuts, and Washers: ASTM A 490 (ASTM A 490M), Type 1, heavy-hex steel structural bolts; ASTM A 563, Grade DH, (ASTM A 563M, Class 10S) heavy-hex carbon-steel nuts; and ASTM F 436 (ASTM F 436M), Type 1, hardened carbon-steel washers with plain finish.
1. Direct-Tension Indicators: ASTM F 959, Type 490 (ASTM F 959M, Type 10.9), compressible-washer type with plain finish.
C. Unheaded Anchor Rods: ASTM F 1554, Grade 55, weldable.
1. Configuration: Straight. 2. Nuts: ASTM A 563 (ASTM A 563M) heavy-hex carbon steel. 3. Plate Washers: ASTM A 36/A 36M carbon steel. 4. Washers: ASTM F 436 (ASTM F 436M), Type 1, hardened carbon steel. 5. Finish: Plain.
D. Headed Anchor Rods: ASTM F 1554, Grade 55, weldable, straight.
1. Nuts: ASTM A 563 (ASTM A 563M) heavy-hex carbon steel. 2. Plate Washers: ASTM A 36/A 36M carbon steel. 3. Washers: ASTM F 436 (ASTM F 436M), Type 1, hardened carbon steel. 4. Finish: Plain.
E. Threaded Rods: ASTM A 572/A 572M, Grade 50.
1. Nuts: ASTM A 563 (ASTM A 563M) heavy-hex carbon steel. 2. Washers: ASTM A 36/A 36M carbon steel. 3. Finish: Plain.
F. Clevises and Turnbuckles: Made from cold-finished carbon steel bars, ASTM A 108, Grade 1035.
G. Eye Bolts and Nuts: Made from cold-finished carbon steel bars, ASTM A 108, Grade 1030.
H. Sleeve Nuts: Made from cold-finished carbon steel bars, ASTM A 108, Grade 1018.
2.3 PRIMER
A. Primer: Comply with Section 01240 "Exterior Painting" and Section 01250 "High- Performance Coatings" of these special provisions.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 95 January 23, 2018 B. Primer: SSPC-Paint 20, Type II, organic urethane zinc rich primer. 1. Tnemec Company: 94H20 Hydro-Zinc @ 2.5 to 3.5 mils DFT or approved equal.
C. Galvanizing Repair Paint: SSPC-Paint 20.
2.4 GROUT
A. Metallic, Shrinkage-Resistant Grout: ASTM C 1107/C 1107M, factory-packaged, metallic aggregate grout, mixed with water to consistency suitable for application and a 30-minute working time.
B. Nonmetallic, Shrinkage-Resistant Grout: ASTM C 1107/C 1107M, factory-packaged, nonmetallic aggregate grout, noncorrosive and nonstaining, mixed with water to consistency suitable for application and a 30-minute working time.
2.5 FABRICATION
A. Structural Steel: Fabricate and assemble in shop to greatest extent possible. Fabricate according to AISC 303, "Code of Standard Practice for Steel Buildings and Bridges," and to AISC 360.
1. Camber structural-steel members where indicated. 2. Fabricate beams with rolling camber up. 3. Detail assemblies to minimize handling and to expedite erection 4. Locate field joints at concealed locations to the greatest extent possible. 5. Identify high-strength structural steel according to ASTM A 6/A 6M and maintain markings until structural steel has been erected. 6. Mark and match-mark materials for field assembly. 7. Complete structural-steel assemblies, including welding of units, before starting shop-priming operations.
B. Use special care to handle and fabricate structural steel. Comply with the following: 1. Fabricate with exposed surfaces smooth, square, and free of surface blemishes including pitting, rust, scale, and roughness. 2. Grind sheared, punched, and flame-cut edges of structural steel to remove burrs and provide smooth surfaces and edges. 3. Fabricate structural steel with exposed surfaces free of mill marks, including rolled trade names and stamped or raised identification. 4. Fabricate structural steel with exposed surfaces free of seams to maximum extent possible. 5. Remove blemishes by filling or grinding or by welding and grinding, before cleaning, treating, and shop priming. 6. Fabricate with piece marks fully hidden in the completed structure or made with media that permits full removal after erection. 7. Seal-weld open ends of hollow structural sections with 3/8-inch closure plates.
C. Thermal Cutting: Perform thermal cutting by machine to greatest extent possible.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 96 January 23, 2018 1. Plane thermally cut edges to be welded to comply with requirements in AWS D1.1/D1.1M.
D. Bolt Holes: Cut, drill, or punch standard bolt holes perpendicular to metal surfaces.
E. Finishing: Accurately finish ends of columns and other members transmitting bearing loads.
F. Cleaning: Clean and prepare steel surfaces that are to remain unpainted according to SSPC-SP 3, "Power Tool Cleaning."
G. Steel Wall-Opening Framing: Select true and straight members for fabricating steel wall-opening framing to be attached to structural-steel frame. Straighten as required to provide uniform, square, and true members in completed wall framing. Build up welded framing, weld exposed joints continuously, and grind smooth.
H. Holes: Provide holes required for securing other work to structural steel and for other work to pass through steel members.
1. Cut, drill, or punch holes perpendicular to steel surfaces. Do not thermally cut bolt holes or enlarge holes by burning. 2. Baseplate Holes: Cut, drill, mechanically thermal cut, or punch holes perpendicular to steel surfaces. 3. Weld threaded nuts to framing and other specialty items indicated to receive other work.
2.6 SHOP CONNECTIONS
A. High-Strength Bolts: Shop install high-strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of joint specified.
1. Joint Type: Snug tightened and Slip critical as indicated.
B. Weld Connections: Comply with AWS D1.1/D1.1M for tolerances, appearances, welding procedure specifications, weld quality, and methods used in correcting welding work.
1. Assemble and weld built-up sections by methods that maintain true alignment of axes without exceeding tolerances in AISC 303 for mill material. 2. Use weld sizes, fabrication sequence, and equipment for AESS that limit distortions to allowable tolerances. 3. Provide continuous, sealed welds at angle to gusset-plate connections and similar locations where steel members are exposed to weather. 4. Provide continuous welds of uniform size and profile where structural steel is visible to a person standing on sidewalk level. This includes all steel members exposed at the underside of canopies.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 97 January 23, 2018 5. Make butt and groove welds flush to adjacent surfaces within tolerance of plus 1/16 inch, minus zero inch. Do not grind unless required for clearances or for fitting other components, or unless directed to correct unacceptable work. 6. Remove backing bars or runoff tabs; back-gouge and grind steel smooth for Steel at exposed underside of canopies. 7. Make fillet welds for structural steel of uniform size and profile with exposed face smooth and slightly concave. Do not grind unless directed to correct unacceptable work.
2.7 SHOP PRIMING
A. Shop prime steel surfaces except the following:
1. Surfaces embedded in concrete or mortar. Extend priming of partially embedded members to a depth of 2 inches (50 mm). 2. Surfaces to be field welded. 3. Surfaces of high-strength bolted, slip-critical connections. 4. Galvanized surfaces. 5. Surfaces enclosed in interior construction.
B. Surface Preparation: Clean surfaces to be painted. Remove loose rust and mill scale and spatter, slag, or flux deposits. Prepare surfaces according to the following specifications and standards: 1. SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning."
C. Priming: Immediately after surface preparation, apply primer according to manufacturer's written instructions and at rate recommended by SSPC to provide a minimum dry film thickness of 1.5 mils (0.038 mm). Use priming methods that result in full coverage of joints, corners, edges, and exposed surfaces.
1. Stripe paint corners, crevices, bolts, welds, and sharp edges. 2. Apply two coats of shop paint to surfaces that are inaccessible after assembly or erection. Change color of second coat to distinguish it from first.
D. Painting: Prepare steel and apply a one-coat, nonasphaltic primer complying with SSPC-PS Guide 7.00, "Painting System Guide 7.00: Guide for Selecting One-Coat Shop Painting Systems," to provide a dry film thickness of not less than 1.5 mils (0.038 mm).
2.8 GALVANIZING
A. Hot-Dip Galvanized Finish: Apply zinc coating by the hot-dip process to structural steel according to ASTM A 123/A 123M.
1. Fill vent and drain holes that are exposed in the finished Work unless they function as weep holes, by plugging with zinc solder and filing off smooth. 2. Galvanize shelf angles and welded door frames attached to structural-steel frame and located in exterior walls. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 98 January 23, 2018 2.9 SOURCE QUALITY CONTROL
A. Testing Agency: Owner will engage a qualified testing agency to perform shop tests and inspections.
1. Provide testing agency with access to places where structural-steel work is being fabricated or produced to perform tests and inspections.
B. Bolted Connections: Inspect shop-bolted connections according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."
C. Welded Connections: Visually inspect shop-welded connections according to AWS D1.1/D1.1M and the following inspection procedures, at testing agency's option:
1. Liquid Penetrant Inspection: ASTM E 165. 2. Magnetic Particle Inspection: ASTM E 709; performed on root pass and on finished weld. Cracks or zones of incomplete fusion or penetration are not accepted. 3. Ultrasonic Inspection: ASTM E 164. 4. Radiographic Inspection: ASTM E 94.
D. Prepare test and inspection reports.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify, with certified steel erector present, elevations of concrete- and masonry-bearing surfaces and locations of anchor rods, bearing plates, and other embedments for compliance with requirements.
1. Prepare a certified survey of existing conditions. Include bearing surfaces, anchor rods, bearing plates, and other embedments showing dimensions, locations, angles, and elevations.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Provide temporary shores, guys, braces, and other supports during erection to keep structural steel secure, plumb, and in alignment against temporary construction loads and loads equal in intensity to design loads. Remove temporary supports when permanent structural steel, connections, and bracing are in place unless otherwise indicated.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 99 January 23, 2018 3.3 ERECTION
A. Set structural steel accurately in locations and to elevations indicated and according to AISC 303 and AISC 360.
B. Baseplates, Bearing Plates and Leveling Plates: Clean concrete- and masonry-bearing surfaces of bond-reducing materials, and roughen surfaces prior to setting plates. Clean bottom surface of plates.
1. Set plates for structural members on wedges, shims, or setting nuts as required. 2. Weld plate washers to top of baseplate. 3. Snug-tighten anchor rods after supported members have been positioned and plumbed. Do not remove wedges or shims but, if protruding, cut off flush with edge of plate before packing with grout. 4. Promptly pack grout solidly between bearing surfaces and plates so no voids remain. Neatly finish exposed surfaces; protect grout and allow to cure. Comply with manufacturer's written installation instructions for shrinkage-resistant grouts.
C. Maintain erection tolerances of structural steel within AISC 303, "Code of Standard Practice for Steel Buildings and Bridges."
D. Align and adjust various members that form part of complete frame or structure before permanently fastening. Before assembly, clean bearing surfaces and other surfaces that are in permanent contact with members. Perform necessary adjustments to compensate for discrepancies in elevations and alignment.
1. Level and plumb individual members of structure. 2. Make allowances for difference between temperature at time of erection and mean temperature when structure is completed and in service.
E. Splice members at concealed locations to the greatest extent possible.
F. Do not use thermal cutting during erection.
G. Do not enlarge unfair holes in members by burning or using drift pins. Ream holes that must be enlarged to admit bolts.
3.4 FIELD CONNECTIONS
A. High-Strength Bolts: Install high-strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of joint specified.
1. Joint Type: Snug tightened and Slip critical as indicated.
B. Weld Connections: Comply with AWS D1.1/D1.1M for tolerances, appearances, welding procedure specifications, weld quality, and methods used in correcting welding work.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 100 January 23, 2018 1. Comply with AISC 303 and AISC 360 for bearing, alignment, adequacy of temporary connections, and removal of paint on surfaces adjacent to field welds. 2. Remove backing bars or runoff tabs; back-gouge and grind steel smooth for Steel at exposed underside of canopies. 3. Remove erection bolts for steel at exposed underside of canopies, fill holes, and grind smooth. 4. Fill weld access holes for steel at exposed underside of canopies and grind smooth. 5. Assemble and weld built-up sections by methods that maintain true alignment of axes without exceeding tolerances in AISC 303, "Code of Standard Practice for Steel Buildings and Bridges," for mill material.
3.5 FIELD QUALITY CONTROL
A. Special Inspections: Owner will engage a qualified special inspector to perform the following special inspections:
1. Verify structural-steel materials and inspect steel frame joint details. 2. Verify weld materials and inspect welds. 3. Verify connection materials and inspect high-strength bolted connections.
B. Testing Agency: Owner will engage a qualified testing agency to perform tests and inspections.
C. Bolted Connections: Inspect bolted connections according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."
D. Welded Connections: Visually inspect field welds according to AWS D1.1/D1.1M.
1. In addition to visual inspection, test and inspect field welds according to AWS D1.1/D1.1M and the following inspection procedures, at testing agency's option:
a. Liquid Penetrant Inspection: ASTM E 165. b. Magnetic Particle Inspection: ASTM E 709; performed on root pass and on finished weld. Cracks or zones of incomplete fusion or penetration are not accepted. c. Ultrasonic Inspection: ASTM E 164. d. Radiographic Inspection: ASTM E 94.
3.6 REPAIRS AND PROTECTION
A. Galvanized Surfaces: Clean areas where galvanizing is damaged or missing and repair galvanizing to comply with ASTM A 780/A 780M.
B. Touchup Painting: Immediately after erection, clean exposed areas where primer is damaged or missing and paint with the same material as used for shop painting to comply with SSPC-PA 1 for touching up shop-painted surfaces. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 101 January 23, 2018 1. Clean and prepare surfaces by SSPC-SP 3 power-tool cleaning.
C. Touchup Painting: Cleaning and touchup painting are specified in Section 01240 "Exterior Painting" of these special provisions.
D. Touchup Priming: Cleaning and touchup priming are specified in Section 01250 "High- Performance Coating” of these special provisions.
PART 4 - MEASUREMENT AND PAYMENT
Full compensation for complying with the requirements of this section shall be considered to be included in the contract prices paid for the various items of work, and no additional compensation will be allowed therefor.
END OF SECTION 01180
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 102 January 23, 2018 SECTION 01190
STEEL DECKING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Roof deck.
B. Related Requirements: 1. Section 01180 "Structural Steel Framing" of these special provisions. 2. Standard Specifications Section 304 “Metal Fabrication and Construction” for framing deck openings with miscellaneous steel shapes. 3. Section 01250 "High Performance Coatings" of these special provisions for repair painting of primed deck and finish painting of deck.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of deck, accessory, and product indicated.
B. Shop Drawings:
1. Include layout and types of deck panels, anchorage details, reinforcing channels, pans, cut deck openings, special jointing, accessories, and attachments to other construction.
1.4 INFORMATIONAL SUBMITTALS
A. Welding certificates.
B. Product Certificates: For each type of steel deck.
C. Product Test Reports: For tests performed by a qualified testing agency, indicating that each of the following complies with requirements:
1. Power-actuated mechanical fasteners.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 103 January 23, 2018 D. Evaluation Reports: For steel deck, from ICC-ES.
E. Field quality-control reports.
1.5 QUALITY ASSURANCE
A. Testing Agency Qualifications: Qualified according to ASTM E 329 for testing indicated.
B. Welding Qualifications: Qualify procedures and personnel according to AWS D1.3/D1.3M, "Structural Welding Code - Sheet Steel."
C. FM Global Listing: Provide steel roof deck evaluated by FM Global and listed in its "Approval Guide, Building Materials" for Class 1-90 windstorm ratings.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Protect steel deck from corrosion, deformation, and other damage during delivery, storage, and handling.
B. Stack steel deck on platforms or pallets and slope to provide drainage. Protect with a waterproof covering and ventilate to avoid condensation.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. AISI Specifications: Comply with calculated structural characteristics of steel deck according to AISI's "North American Specification for the Design of Cold-Formed Steel Structural Members."
2.2 ROOF DECK
A. Roof Deck: Fabricate panels, without top-flange stiffening grooves, to comply with "SDI Specifications and Commentary for Steel Roof Deck," in SDI Publication No. 31, and with the following: 1. Galvanized and Shop-Primed Steel Sheet: ASTM A 653/A 653M, Structural Steel (SS), Grade 33, G60 zinc coating; cleaned, pretreated, and primed with manufacturer's standard baked-on, rust-inhibitive primer. a. Color: Manufacturer's standard. 2. Deck Profile: As indicated. 3. Profile Depth: As indicated. 4. Design Uncoated-Steel Thickness: As indicated. 5. Span Condition: Triple span or more. 6. Side Laps: Overlapped or interlocking seam at Contractor's option.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 104 January 23, 2018 2.3 ACCESSORIES
A. General: Provide manufacturer's standard accessory materials for deck that comply with requirements indicated.
B. Mechanical Fasteners: Corrosion-resistant, low-velocity, power-actuated or pneumatically driven carbon-steel fasteners; or self-drilling, self-threading screws.
C. Side-Lap Fasteners: Corrosion-resistant, hexagonal washer head; self-drilling, carbon- steel screws, No. 10 (4.8-mm) minimum diameter.
D. Flexible Closure Strips: Vulcanized, closed-cell, synthetic rubber.
E. Miscellaneous Sheet Metal Deck Accessories: Steel sheet, minimum yield strength of 33,000 psi (230 MPa), not less than 0.0359-inch (0.91-mm) design uncoated thickness, of same material and finish as deck; of profile indicated or required for application.
F. Pour Stops and Girder Fillers: Steel sheet, minimum yield strength of 33,000 psi (230 MPa), of same material and finish as deck, and of thickness and profile recommended by SDI Publication No. 31 for overhang and slab depth.
G. Column Closures, End Closures, Z-Closures, and Cover Plates: Steel sheet, of same material, finish, and thickness as deck unless otherwise indicated.
H. Piercing Hanger Tabs: Piercing steel sheet hanger attachment devices for use with floor deck.
I. Weld Washers: Uncoated steel sheet, shaped to fit deck rib, 0.0598 inch (1.52 mm) thick, with factory-punched hole of 3/8-inch (9.5-mm) minimum diameter.
J. Flat Sump Plates: Single-piece steel sheet, 0.0747 inch (1.90 mm) thick, of same material and finish as deck. For drains, cut holes in the field.
K. Recessed Sump Pans: Single-piece steel sheet, 0.0747 inch (1.90 mm) thick, of same material and finish as deck, with 3-inch- (76-mm-) wide flanges and sloped recessed pans of 1-1/2-inch (38-mm) minimum depth. For drains, cut holes in the field.
L. Galvanizing Repair Paint: SSPC-Paint 20.
M. Repair Paint: Manufacturer's standard rust-inhibitive primer of same color as primer.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine supporting frame and field conditions for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 105 January 23, 2018 B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 INSTALLATION, GENERAL
A. Install deck panels and accessories according to applicable specifications and commentary in SDI Publication No. 31, manufacturer's written instructions, and requirements in this Section.
B. Install temporary shoring before placing deck panels if required to meet deflection limitations.
C. Locate deck bundles to prevent overloading of supporting members.
D. Place deck panels on supporting frame and adjust to final position with ends accurately aligned and bearing on supporting frame before being permanently fastened. Do not stretch or contract side-lap interlocks.
E. Place deck panels flat and square and fasten to supporting frame without warp or deflection.
F. Cut and neatly fit deck panels and accessories around openings and other work projecting through or adjacent to deck.
G. Provide additional reinforcement and closure pieces at openings as required for strength, continuity of deck, and support of other work.
H. Comply with AWS requirements and procedures for manual shielded metal arc welding, appearance and quality of welds, and methods used for correcting welding work.
I. Mechanical fasteners may be used in lieu of welding to fasten deck. Locate mechanical fasteners and install according to deck manufacturer's written instructions.
3.3 ROOF-DECK INSTALLATION
A. Fasten roof-deck panels to steel supporting members by arc spot (puddle) welds of the surface diameter indicated or arc seam welds with an equal perimeter that is not less than 1-1/2 inches (38 mm) long, and as follows:
1. Weld Diameter: 5/8 inch (16 mm), nominal. 2. Weld Spacing: Weld edge and interior ribs of deck units with a minimum of two welds per deck unit at each support. Space welds 12 inches (305 mm) apart in the field of roof and 6 inches (150 mm) apart in roof corners and perimeter, based on roof-area definitions in FMG Loss Prevention Data Sheet 1-28. 3. Weld Washers: Install weld washers at each weld location.
B. Side-Lap and Perimeter Edge Fastening: Fasten side laps and perimeter edges of panels between supports, at intervals not exceeding the lesser of one-half of the span or 18 inches (457 mm), and as follows:
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 106 January 23, 2018 1. Mechanically fasten with self-drilling, No. 10 (4.8-mm-) diameter or larger, carbon-steel screws.
C. End Bearing: Install deck ends over supporting frame with a minimum end bearing of 1-1/2 inches (38 mm), with end joints as follows:
1. End Joints: Lapped 2 inches (51 mm) minimum or butted at Contractor's option.
D. Roof Sump Pans and Sump Plates: Install over openings provided in roof deck and mechanically fasten flanges to top of deck. Space mechanical fasteners not more than 12 inches (305 mm) apart with at least one fastener at each corner.
1. Install reinforcing channels or zees in ribs to span between supports and mechanically fasten.
E. Miscellaneous Roof-Deck Accessories: Install ridge and valley plates, finish strips, end closures, and reinforcing channels according to deck manufacturer's written instructions. Weld or mechanically fasten to substrate to provide a complete deck installation.
1. Weld cover plates at changes in direction of roof-deck panels unless otherwise indicated.
F. Flexible Closure Strips: Install flexible closure strips over partitions, walls, and where indicated. Install with adhesive according to manufacturer's written instructions to ensure complete closure.
3.4 FIELD QUALITY CONTROL
A. Testing Agency: Owner will engage a qualified testing agency to perform tests and inspections.
B. Field welds will be subject to inspection.
C. Prepare test and inspection reports.
3.5 PROTECTION
A. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on both surfaces of deck with galvanized repair paint according to ASTM A 780/A 780M and manufacturer's written instructions.
B. Repair Painting: Wire brush and clean rust spots, welds, and abraded areas on both surfaces of prime-painted deck immediately after installation, and apply repair paint.
1. Apply repair paint, of same color as adjacent shop-primed deck, to bottom surfaces of deck exposed to view.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 107 January 23, 2018 PART 4 - MEASUREMENT AND PAYMENT
Full compensation for complying with the requirements of this section shall be considered to be included in the contract prices paid for the various items of work, and no additional compensation will be allowed therefor.
END OF SECTION 01190
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 108 January 23, 2018 SECTION 01200
SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes:
1. Selective demolition, cutting and alterations as indicated, specified, and necessary for the completion of the Architectural portion of the contract.
2. Removing demolished materials not indicated to be salvaged, from the site.
3. Preparation and cleaning of surfaces as required to install new work and finishes.
4. Patching, repairing and finishing existing items to remain to the specified condition with an invisible transition, under normal lighting conditions at the site, between new and existing.
5. Protection of work to remaining.
B. Related work:
1. See Civil Specification sections for other site and flatwork demolition, clearing and grubbing.
PART 2 – PRODUCTS – NOT USED
PART 3 – EXECUTION
3.1 GENERAL
A. Protection:
1. Do not begin demolition until temporary partitions, barricades, warning signs and other forms of protection are installed.
2. Protect trees, plants, utilities and existing improvements that are not to be removed from injury or damage resulting from the Contractor's operation. Replace damaged landscaping, improvements and utilities in kind.
3. During demolition provide safeguards, including warning signs and lights, barricades, and the like, for protection of the public, Contractor's employees Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 109 January 23, 2018 and existing improvements to remain.
B. Dust Control:
1. Assume liability for claims related to flying dust caused by this work.
3.2 DEMOLITION
A. Existing Conditions:
1. Intent of Drawings is to show existing conditions with information developed from record drawings and field surveys and to generally show the extent and type of demolition required.
2. Make a detailed survey of existing conditions prior to commencing demolition, and report discrepancies or conflicts between Drawings and actual conditions in writing to the Architect for clarifications and instructions.
3. Do not proceed where such conflicts or discrepancies occur prior to receipt of Architect's instructions.
B. Demolition shall be performed by skilled and properly equipped personnel.
C. Remove existing construction only to the extent necessary for the proper installation of new construction and junction with existing materials. Cut back finished surfaces to straight, plumb or level lines as required.
D. If unanticipated conditions which conflict with intended function or design are encountered, investigate and measure both nature and extent of the conflict.
1. Submit report to Architect in written, accurate detail.
2. Pending receipt of directive from Architect, rearrange demolition schedule as necessary to continue overall job progress without delay.
E. Where openings are cut oversize or in improper location, replace to excess removed material, to the Architect's satisfaction, at no additional cost to Riverside Transit Agency.
F. Coordinate demolition with other trades to assure the proper sequence, limits, methods and time of performance. Schedule demolition so as to impose a minimum of hardship on the present operation of the facilities and the performance of the work of other trades.
G. Whenever possible use small hand or small power tools designed for sawing or grinding; whenever possible avoid the use of tools with a hammering and chopping motion. Cut through finished surfaces from the exposed or finished side into concealed surfaces. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 110 January 23, 2018 H. In general, remove materials as follows:
1. Lath/Stucco:
a. Saw cut plaster, but not lath and weather barrier (paper backing), cleanly.
b. Leave at least 2 -inch of lath exposed to tie into new lath, where applicable.
c. Leave sufficient undamaged weather barrier exposed to create a watertight, by proper lapping, joint with the new weather barrier.
I. Materials not mentioned to be removed that interfere with new construction, except where structural integrity of the assembly is at risk, shall be cut to clean cut lines to provide for proper interface with new construction, or patching and repair, as required.
3.3 SALVAGE
A. Remove any items to be reused, clean and store in a protected location until re- installed or turned over to Riverside Transit Agency.
3.4 PATCHING
A. Patch materials to remain when damaged by demolition. Finish material and appearance of the patch or repair shall match the existing contiguous materials and finishes in all respects, as approved by the Architect.
3.5 CLEAN-UP/DISPOSAL
A. Debris, waste, and removed materials, other than items to be salvaged, are Contractor's property for legal disposal off the site.
B. Continuously clean-up and remove these items and do not allow accumulating in the building and on the site. Refer to Civil specifications for additional requirements on this subject.
PART 4 - MEASUREMENT AND PAYMENT
Full compensation for complying with the requirements of this section shall be considered to be included in the contract prices paid for the various items of work, and no additional compensation will be allowed therefor.
END OF SECTION 01200 Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 111 January 23, 2018 SECTION 01210
DECORATIVE SCREEN PANEL ASSEMBLY
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes:
1. All water-jet cut screen panel assemblies at garage openings
1.2 ACTION SUBMITTALS
A. Shop Drawings: Submit shop drawings for all portions of the Work. Include plans, elevations,
1. Indicate materials, finishes, fasteners, anchorages, accessory items and assembly weight.
B. Calculations: Where installed products are indicated to comply with certain structural design loadings, include structural computations, material properties, and other information needed for structural analysis.
C. Samples: For each type of exposed finish.
1.3 QUALITY ASSURANCE
A. Single source responsibility: Award the screen panel work to single firm specializing in this type of work so that there will be undivided responsibility for such work. Firm shall have a minimum of 5 years successful experience in the fabrication of similar systems.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers specified by proprietary designation is Artisan Panels Inc. (artisanpanels.com). Artisan Panels Inc. serves as the reference standard by which the work will be judged.
2.2 MATERIALS
A. ¼” thick Aluminum panels
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 112 January 23, 2018 B. Factory-applied Powder Coating
C. Stainless Steel fasteners, painted to match
2.3 FINISHES, GENERAL
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.
B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.
C. Remove scratches, abrasions, dents, die markings and other defects prior to finishing operations.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Provide anchorage devices and fasteners where needed to secure decorative metal panels to in-place construction.
B. Set products accurately in location, alignment, and elevation, measured from established lines and levels.
C. Fit exposed connections accurately together to form tight, hairline joints or, where indicated, uniform reveals and spaces for sealants and joint fillers.
D. Do not cut or abrade finishes that cannot be completely restored in the field. Return items with such finishes to the shop for required alterations, followed by complete refinishing, or provide new units as required.
E. Restore protective coverings that have been damaged during shipment or installation. Remove protective coverings only when there is no possibility of damage from other work.
F. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials.
1. Provide clear dielectric tape at concealed surfaces of aluminum that will be in contact with grout, concrete, masonry, wood, or dissimilar metals.
PART 4 - MEASUREMENT AND PAYMENT
Full compensation for Decorative Screen Panel Assembly shall be per square foot of panel, and shall include all labor, equipment, appliances and associated fasteners, brackets,
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 113 January 23, 2018 foundations, poles and materials necessary to install panels in place and operational as shown in the plans, these special provisions and the standard specifications.
END OF SECTION 01210
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 114 January 23, 2018 SECTION 01220
MODULAR TRELLIS PANEL ASSEMBLY
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes:
1. All trellis panel assemblies at garage façade.
1.2 ACTION SUBMITTALS
A. Shop Drawings: Submit shop drawings for all portions of the Work. Include plans, elevations,
1. Indicate materials, finishes, fasteners, anchorages, accessory items and assembly weight.
B. Calculations: Where installed products are indicated to comply with certain structural design loadings, include structural computations, material properties, and other information needed for structural analysis.
C. Samples: For each type of exposed finish.
1.3 QUALITY ASSURANCE
D. Single source responsibility: Award the green screen panel work to single firm specializing in this type of work so that there will be undivided responsibility for such work. Firm shall have a minimum of 5 years successful experience in the fabrication of similar systems.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers specified by proprietary designation is Greenscreen (greenscreen.com). Greenscreen serves as the reference standard by which the work will be judged.
2.2 MATERIALS
A. Modular Steel Trellis Panels Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 115 January 23, 2018 B. Factory-applied Powder Coating
2.3 FINISHES, GENERAL
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.
B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.
C. Remove scratches, abrasions, dents, die markings and other defects prior to finishing operations.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Provide anchorage devices and fasteners where needed to secure modular trellis panels to in-place construction.
B. Set products accurately in location, alignment, and elevation, measured from established lines and levels.
C. Fit exposed connections accurately together to form tight, hairline joints or, where indicated, uniform reveals and spaces for sealants and joint fillers.
D. Do not cut or abrade finishes that cannot be completely restored in the field. Return items with such finishes to the shop for required alterations, followed by complete refinishing, or provide new units as required.
E. Restore protective coverings that have been damaged during shipment or installation. Remove protective coverings only when there is no possibility of damage from other work.
F. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials.
1. Provide clear dielectric tape at concealed surfaces of aluminum that will be in contact with grout, concrete, masonry, wood, or dissimilar metals.
PART 4 - MEASUREMENT AND PAYMENT
Full compensation for Modular Trellis Panel Assembly shall be per square foot of panel, and shall include all labor, equipment, appliances and associated fasteners, brackets, foundations, poles and materials necessary to install panels in place and operational as shown in the plans, these special provisions and the standard specifications.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 116 January 23, 2018 END OF SECTION 01220
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 117 January 23, 2018 SECTION 01230
PATCHING PORTLAND CEMENT PLASTER
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes:
1. Patching existing plaster damaged by the work of this Contract and filling openings.
2. Lath, accessories and plaster.
3. Selective demolition is specified in Section 01200 of these special provisions, but preparation of existing plastered surfaces to be joined by this work is a responsibility of this Section.
B. Related work:
1. Division 9 for new lath and Portland cement plaster soffits.
2. Division 9 for painting plaster.
PART 2 – PRODUCTS
2.1 MATERIALS
A. Paper weather barrier: Complying with FS UU-B-790, Type I, Grade D (vapor permeable), Style 2, except with a water resistance of 60 minutes; Fortifiber Corp. “Super Jumbo Tex” or equal.
B. Metal lath: Expanded diamond mesh lath weighing 3.4 lbs./ sq. yd. made from uncoated or zinc-coated (galvanized) steel sheet to produce lath complying with ASTM C 847, with uncoated steel sheet painted after fabrication, by Western Metal Lath, Amico West or Cemco.
C. Lathing accessories: Furnish in longest possible single lengths.
1. Control joints: Western Metal Lath No. XJ15-3.
2. Corner reinforcement: Western Metal Lath Stucco-Lok.
D. Fasteners:
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 118 January 23, 2018 1. For securing lath to metal stud framing, use self drilling, self tapping #12 x ¾” wafer head screws. Use of powder actuated or power actuated fasteners is acceptable, but may cause spalling when shot to the substrate; follow manufacturer’s instructions carefully.
2. Tie-wire: Galvanized, annealed steel wire 16-gage for lath-to-supports and 18- gage for accessories-to-lath.
E. Plastering Materials:
1. Portland cement: ASTM C 150, Type I. Do not use plastic cement.
2. Hydrated lime: ASTM C 206, Type S.
3. Sand: ASTM C 144 graded in compliance with Table 6.6.4.
4. Water: Potable and fresh.
2.2 MIXES
A. Proportions:
1. Scratch coat: One part Portland cement, maximum one part dry hydrated lime, maximum 4 parts loose sand of the total volume of cement and lime.
2. Brown coat: Same as specified for scratch coat, except that sand may be increased to one-1/2 parts of the total volume of cement and lime.
3. Finish coat: Same as specified for scratch coat, except that aggregates shall be decreased to no more than 3 parts graded sand. Slight variations in the mix to match existing texture will be allowed as approved by the Architect.
B. Mixing:
1. Mix plaster in mechanical mixer. Accurately measure all ingredients. Do not use caked or lumped materials.
2. Retempering will not be permitted. Discard materials that have partially set.
3. Thoroughly clean mixers and tools free of plaster after mixing each batch.
PART 3 - EXECUTION
3.1 EXAMINATION/PREPARATION
A. Examine existing and new framing, and existing plaster.
B. Correct conditions detrimental to the timely and proper performance of this work are corrected before proceeding with lathing and plastering.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 119 January 23, 2018 C. Preparation:
1. Before plastering begins, insure that adjacent finish work is well protected with waterproof covers securely taped in place.
2. Prepare existing lath to receive new lath by lapping a minimum of 2 inches and wire tying at not over 6 inches o.c.
3. Prepare existing plaster to be patched, and where joined by new plaster, by undercutting edges to provide a mechanical key with patches. Keep edges of patch wet for 24 hours prior to plastering to reduce suction.
4. Apply bonding agent to existing Portland cement plaster that is to receive plaster patch.
D. Except for patching small areas, apply scratch coat forming good full keys over the metal lath. Follow by the brown and finish coat, damp curing each coat as specified below.
E. Repair cracks and openings by moistening adjacent plaster to reduce suction and filling with new material, troweling or tamped flush with adjoining surfaces. Point-up finish plaster surfaces around items which are built into or penetrate plaster.
F. Completed patches shall match existing plaster as approved by the Architect.
3.2 CURING/CLEANING
A. Damp cure each coat and each patch for a minimum of 48 hours after it application. Begin curing as soon as plaster has hardened sufficiently to permit it. Protect from uneven and excessive evaporation during hot, dry weather, and from strong wind blasts.
B. Promptly remove plaster spatter and droppings from adjacent surfaces. Repair surfaces which have been stained, marred or otherwise damaged during plastering.
PART 4 – MEASUREMENT AND PAYMENT
Full compensation for complying with the requirements of this section shall be considered to be included in the contract prices paid for the various items of work, and no additional compensation will be allowed therefor.
END OF SECTION 01230
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 120 January 23, 2018 SECTION 01240
EXTERIOR PAINTING
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes surface preparation and the application of paint systems on the following substrates of the existing parking garage. Painting is related to selective demolition and patching as part of the architectural and structural scopes of work.
B. Concrete.
1. Portland cement plaster (stucco).
1.2 DEFINITIONS
A. MPI Gloss Level 1: Not more than five units at 60 degrees and 10 units at 85 degrees, according to ASTM D 523.
B. MPI Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523.
C. MPI Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523.
D. MPI Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523.
E. MPI Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523.
F. MPI Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523.
1.3 QUALITY ASSURANCE
A. Mockups: Apply mockups of each paint system indicated and each color and finish selected to verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.
1. Architect will select one surface to represent surfaces and conditions for application of each paint system. a. Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft. (9 sq. m). b. Other Items: Architect will designate items or areas required.
2. Final approval of color selections will be based on mockups. a. If preliminary color selections are not approved, apply additional mockups of additional colors selected by Architect at no added cost to Owner. b. Final acceptance of colors will be from job-applied samples. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 121 January 23, 2018 1.4 JOB CONDITIONS
A. Environmental requirements:
1. Comply with paint manufacturer’s recommendations for environmental conditions and the following.
2. Do not apply finish in areas where dust is being generated.
3. Apply paint Apply paint under the following prevailing conditions. a. Air and surface temperatures are not below 40 deg. F or above 120 deg. F. b. Surface temperature is at least 5 deg. F above the dew point. c. When there is not threat of impending rain.
1.5 WARRENTY
A. Color of exterior surfaces painted, as part of the work of this Section shall, at the end of one year, have remained free from serious fading when compared to a control sample of the original paint.
B. Paint shall have its original adherence at the end of one year and there shall be no evidence of blisters, running, peeling, scaling, chalking, streaks, or stains at the end of this period.
C. Washing painted surfaces with alkali-free soap and water shall remove surface dirt from painted surfaces without producing deteriorating effects.
PART 2 – PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements and matching of existing surfaces, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
1. Behr Process Corporation.
2. Benjamin Moore & Co.
3. Dunn-Edwards Corporation.
4. Kwal Paint; Comex Group.
5. Sherwin-Williams Company (The).
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 122 January 23, 2018 2.2 PAINT, GENERAL
A. MPI Standards: Products shall comply with MPI standards indicated and shall be listed in its "MPI Approved Products Lists."
B. Material Compatibility:
1. Materials for use within each paint system shall be compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. For each coat in a paint system, products shall be recommended in writing by topcoat manufacturers for use in paint system and on substrate indicated.
B. VOC Content: For field applications, paints and coatings shall comply with VOC content limits of authorities having jurisdiction and the following VOC content limits:
1. Flat Paints and Coatings: 50 g/L. 2. Nonflat Paints and Coatings: 50 g/L. 3. Primers, Sealers, and Undercoaters: 100 g/L. 4. Zinc-Rich Industrial Maintenance Primers: 100 g/L.
C. Colors: Match paint colors at existing parking garage. Per record drawings, the following colors were used at the garage. Contractor to verify all colors and ensure that any proposed colors align with actual colors used and any change in color that may have occurred over time due to the elements.
1. Dunn Edwards Corp, No. DE6033 Porcupine Needles – Typical Structure Color 2. Dunn Edwards Corp, No. DEC741 Bone White – Cornice Color 3. Dunn Edwards Corp, No. DE6150 Gourmet Honey – Typical Furred Stucco Walls 4. Dunn Edwards Corp, No. DE6090 Western Red – Accent Stucco Color
PART 3 – EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work.
B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows:
1. Concrete: 12 percent. 2. Portland Cement Plaster: 12 percent.
C. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 123 January 23, 2018 D. Proceed with coating application only after unsatisfactory conditions have been corrected.
1. Application of coating indicates acceptance of surfaces and conditions.
3.2 PREPARATION
A. Comply with manufacturer's written instructions and recommendations in "MPI Maintenance Repainting Manual" applicable to substrates and paint systems indicated.
B. Remove hardware, covers, plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting.
1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection.
3.3 APPLICATION
A. Apply paints according to manufacturer's written instructions and recommendations in "MPI Manual."
B. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.
3.4 CLEANING AND PROTECTION
A. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition.
B. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces.
PART 4 – MEASUREMENT AND PAYMENT
Full compensation for complying with the requirements of this section shall be considered to be included in the contract prices paid for the various items of work, and no additional compensation will be allowed therefor.
END OF SECTION 01240
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 124 January 23, 2018 SECTION 01250
HIGH-PERFORMANCE COATINGS
PART 1 – GENERAL
1.1 RELATED DOCUMENTS
A. This Section includes shop and field surface preparation and shop and field painting of exterior exposed steel.
1. Surface preparation, including in the shop and applications of metal primer, and field applications of primers and finishes are specified in this Section.
B. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
1. This Section includes surface preparation and application of high-performance coating systems on exterior steel.
1.3 REFERENCES
A. ASTM B 117—Standard Practice for Operating Salt Spray (Fog) Apparatus
B. ASTM D 522—Standard Test Methods for Mandrel Bend Test of Attached Organic Coatings
C. ASTM D 2794—Standard Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact)
D. ASTM D 3363—Standard Test Method for Film Hardness by Pencil Test
E. ASTM D 4060—Standard Test Method for Abrasion Resistance of Organic Coatings by the Taber Abraser
F. ASTM D 4541—Standard Test Method for Pull-Off Strength of Coatings Using Portable Adhesion Testers
G. ASTM D 4587—Standard Practice for Fluorescent UV-Condensation Exposures of Paint and Related Coatings
H. SSPC-SP 6/NACE 3—Commercial Blast Cleaning.
1.4 SUBMITTALS
A. Submit under provisions of Division 1.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 125 January 23, 2018 B. Provide manufacturer's data sheets on each product to be used, including:
1. Preparation instructions and recommendations 2. Storage and handling requirements and recommendations 3. Installation methods 4. Operation and maintenance data 5. Provide material analysis, including vehicle type and percentage by weight and by volume of vehicle, resin and pigment. 6. Manufacturer’s certified test reports showing the substitute product(s) performance as outlined in Paragraph 2.3 shall be submitted. 7. Submit manufacturer’s Material Safety Data Sheets (MSDS) and other safety requirements.
C. Shop Drawings:
1. Submit a complete list of products proposed for use, including identifying product names and catalog numbers.
a. Arrange in same format as Schedule of Paint Finishes below. b. Include applicable manufacturer’s data and recommendations.
D. Verification Samples: For each finish product specified, two samples, minimum size 3 X 4-inch square, and representing actual product color.
E. Manufacturer's Certificates: Certify products meet or exceed specified requirements.
1.5 QUALITY ASSURANCE
A. Manufacturer's Quality Assurance: Submit manufacturer's certification that coatings comply with specified requirements and are suitable for intended application.
B. Applicator's Quality Assurance: Submit list of a minimum of 5 completed projects of similar size and complexity to this Work. Include for each project:
1. Project name and location 2. Name of owner 3. Name of contractor 4. Name of architect 5. Name of coating manufacturer 6. Approximate area of coatings applied 7. Date of completion
C. Mock-Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship.
1. Prepare 10 foot by 10-foot (3.05 m by 3.05 m) mock-up for each coating system specified using same materials, tools, equipment, and procedures intended for actual surface preparation and application. 2. Do not proceed with remaining work until workmanship, color, and sheen are approved by Architect. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 126 January 23, 2018 3. Refinish mock-up area as required to produce acceptable work. 4. Retain mock-ups to establish intended standards by which coating systems will be judged.
D. Pre-application Meeting: Convene a pre-application meeting before start of application of coating systems. Require attendance of parties directly affecting work of this section, including Contractor, Architect, applicator, and manufacturer's representative. Review the following:
1. Environmental requirements 2. Protection of surfaces not scheduled to be coated 3. Surface preparation 4. Application methods 5. Repair 6. Field quality control 7. Cleaning 8. Protection of coating systems 9. One-year inspection 10. Coordination with other work
1.6 DELIVERY, STORAGE, AND HANDLING
A. Delivery: Deliver materials to site in manufacturer's original, unopened containers and packaging, with labels clearly identifying:
1. Coating or material name 2. Manufacturer 3. Color name and number 4. Batch or lot number 5. Date of manufacture 6. Mixing and thinning instructions
B. Storage:
1. Store materials in a clean dry area and within temperature range in accordance with manufacturer's instructions. 2. Keep containers sealed until ready for use. 3. Do not use materials beyond manufacturer's shelf life limits.
C. Handling: Protect materials during handling and application to prevent damage or contamination.
D. Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction.
1.7 PROJECT CONDITIONS
A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 127 January 23, 2018 B. Weather:
1. Air and Surface Temperatures: Prepare surfaces and apply and cure coatings within air and surface temperature range in accordance with manufacturer's instructions. 2. Surface Temperature: Minimum of 5ºF (3 ºC) above dew point. 3. Relative Humidity: Prepare surfaces and apply and cure coatings within relative humidity range in accordance with manufacturer's instructions. 4. Precipitation: Do not prepare surfaces or apply coatings in rain, snow, fog, or mist. 5. Wind: Do not spray coatings if wind velocity is above manufacturer's recommended limit.
C. Ventilation: Provide ventilation during coating evaporation stage in confined or enclosed areas in accordance with manufacturer's instructions.
D. Dust and Contaminants:
1. Schedule coating work to avoid excessive dust and airborne contaminants. 2. Protect work areas from excessive dust and airborne contaminants during coating application and curing.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Products of Tnemec Company, Inc., 417 East Weber Ave., Compton, CA 90222, (310) 637-2363, www.tnemec.com, are listed to establish a standard of performance and quality.
B. Materials specified herein shall not preclude consideration of equivalent or superior materials. Suggested equivalent materials or other substitutions shall be submitted to specifier for consideration in compliance with procedures in Section 4-1.6 of the Standard Specifications and must also include the following:
1. Submittals shall be provided no later than ten (10) days after Owner/Owner’s Agent letter of Notice to Proceed. 2. Requests for substitution shall include evidence of satisfactory past performance in similar environment. 3. Substitutions will not be considered that change the number of coats or do not meet specified dry film thicknesses. 4. Manufacturer’s certified test reports showing the substitute product(s) performance as outlined in Paragraph 2.3 shall be submitted. 5. After second submittal, Architect/Engineer/ Owner or Owner’s Agent hourly rates will be charged to review further submittals.
C. Bidders desiring to use coatings other than those specified shall submit those with their proposal based on the specified materials, together with the information required in
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 128 January 23, 2018 Paragraph 1.5 above, and indicate the sum which will be added to or deducted from the base bid should alternate materials be accepted.
2.2 HIGH PERFORMANCE COATINGS GENERAL
A. Materials Compatibility: Provide shop and field primers, and finish-coat materials that are compatible with one another and with the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience.
2.3 COATING SYSTEMS FOR EXTERIOR STEEL
A. Primary System: Zinc-Rich/Epoxy/Fluoropolymer
1. Urethane Primer, Zinc-Rich
a. Tnemec Series 94-H2O Hydro-Zinc
1) Generic Type: Aromatic Urethane, Zinc-Rich 2) Solids by Volume: 62% 3) Zinc Dust Content: 83% by weight in dried film 4) Volatile Organic Compounds, Unthinned: 0.74 lbs/gallon (89 grams/liter)
b. Performance Requirements:
1) Adhesion (ASTM D4541, Type V): No less than 1,730 psi. 2) Prohesion (ASTM G85): No blistering, cracking or delamination of film. No more than 1/8” rust creepage at scribe after 10,000 hours. 3) Salt Spray (ASTM B117): No blistering, cracking or delamination of film. No more than 1/16” rust creepage at scribe after 10,000 hours.
2. High-Build Epoxy Intermediate Coat
a. Tnemec Series L69 Epoxoline II
1) VOC content: 98 grams/liter 2) Volume Solids: 65% 3) Volatile Organic Compounds, Unthinned: 0.82 lbs/gallon (98 grams/liter)
b. Performance Requirements:
1) Abrasion (ASTM D4060, CS-17, 1000 g): No more than 140 mg loss after 1,000 cycles. 2) Adhesion (ASTM D4541, Type V): No less than 1,943 psi. 3) Humidity (ASTM D4585): No blistering, cracking, rusting or delamination after 10,000 hours. 4) Immersion (ASTM D870): No blistering, cracking, checking, rusting or delamination of film after two years continuous water immersion.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 129 January 23, 2018 5) Prohesion (ASTM G85): No rusting, cracking or blistering of film. No more than 1/8” rust creepage at scribe after 5,000 hours exposure. 6) Salt Spray (ASTM B117): No blistering, cracking, rusting or delamination of film. No more than 3/16” rust creepage at scribe after 20,000 hours.
3. Fluoropolymer, Pigmented Topcoat
a. Tnemec Series 1071V Fluoronar
1) Generic Type: Advanced Solution Thermoset Fluoropolymer 2) Finish: Semi-Gloss 3) Solids by Volume: 56% 4) Volatile Organic Compounds, Unthinned: 0.81 lbs/gallon (97 grams/liter)
b. Performance Requirements:
1) Abrasion
a) Method: ASTM D 4060, (CS-17 Wheel, 1,000 grams load) b) System: One coat thermoset fluoropolymer cured 30 days at 75ºF (24ºC) c) Requirement: No more than 147 mg loss after 1,000 cycles.
2) Adhesion
a) Method: ASTM D 4541 (Method B, Type II Tester) b) System: One coat aromatic urethane zinc-rich, one coat aliphatic acrylic polyurethane and one coat thermoset fluoropolymer applied to SSPC-SP10 Near-White Metal Blast Cleaned steel and cured 14 days at 75ºF (24ºC). c) Requirement: No less than 1,050psi (7.24 MPa) pull, average of three tests.
3) Adhesion
a) Method: ASTM D 4541 (Method E, Type V Tester) b) System: One coat aromatic urethane zinc-rich, one coat aliphatic acrylic polyurethane and one coat thermoset fluoropolymer applied to SSPC-SP10 Near-White Metal Blast Cleaned steel and cured 14 days at 75ºF (24ºC). c) Requirement: No less than 1,706 psi (11.76 MPa) pull, average of three tests.
4) Exterior Exposure
a) Method: ASTM D 4141, Method C (EMMAQUA)
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 130 January 23, 2018 b) System: One coat polyamide epoxy and one coat thermoset fluoropolymer (white) applied to SSPC-SP1 Solvent Cleaned aluminum and cured 30 days at 75°F (24°C). c) Requirement: No blistering, cracking or chalking. No less than 82% gloss retention, no more than 13 units gloss loss and 0.54 2 DEHunter color change after 3,500 M/J m EMMAQUA exposure.
5) Flexibility
a) Method: ASTM D 522 (Method A – Conical Mandrel) b) System: One coat polyamide epoxy and one coat thermoset fluoropolymer applied to SSPC-SP7 Brush-Off Blast Cleaned steel and cured 7 days at 75°F (24°C). c) Requirement: No less than 9.14% elongation average of three tests.
6) Hardness
a) Method: ASTM D3363 b) System: One coat polyamide epoxy and one coat thermoset fluoropolymer applied to SSPC-SP7 Brush-Off Blast Cleaned steel and cured 30 days at 75°F (24°C). c) Requirement: No gouging with an 8H or less pencil.
7) Humidity
a) Method: ASTM D 4585 b) System: One coat polyamide epoxy and one coat thermoset fluoropolymer applied to SSPC-SP10 Near-White Metal Blast Cleaned steel and cured 7 days at 75ºF (24ºC). c) Requirement: No blistering, cracking, rusting or delamination of film after 2,000 hours exposure.
8) Impact
a) Method: ASTM D 2794 b) System: One coat polyamide epoxy and one coat thermoset solution fluoropolymer applied to SSPC-SP10 Near-White Metal Blast Cleaned steel and cured 7 days at 75ºF (24ºC). c) Requirement: No visible cracking or delamination of film after 27 inch-pounds (3.9 J) or less direct impact.
9) QUV
a) Method: ASTM D 4587 (UVA-340 Bulbs, Cycle 4:8 hours UV/4 hours condensation) b) System: One coat thermoset fluoropolymer (white) applied to SSPC-SP1 Solvent Cleaned aluminum and cured 30 days at 75ºF (24ºC).
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 131 January 23, 2018 c) Requirement: No blistering, cracking, or chalking. No less than 92% gloss retention (1.7 units gloss change) and 2.04 DEFMC2 color change after 10,000 hours exposure.
2.4 STEEL SHOP FINISHING
A. Surface Preparation:
1. Clean surfaces as follows immediately prior to priming.
a. SSPC-SP6 Commercial Blast Cleaning Surfaces to be coated shall be clean, dry, smooth and free from dust and foreign matter which will adversely affect adhesion or appearance. Provide a minimum surface profile of 1.5 mils anchor pattern. b. Prior to application of primer, steel surfaces shall be prepared as stated above to receive coating system or in compliance with manufacturer's recommendations and specifications of Steel Structures Painting Council.
2.5 ACCESSORIES
A. Coating Application Accessories:
1. Accessories required for application of specified coatings: Provide in accordance with coating manufacturer's instructions, including thinners.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Do not begin installation until substrates have been properly prepared.
B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.
3.2 PROTECTION OF SURFACES NOT SCHEDULED TO BE COATED
A. Protect surrounding areas and surfaces not scheduled to be coated from damage during surface preparation and application of coatings.
B. Immediately remove coatings that fall on surrounding areas and surfaces not scheduled to be coated.
3.3 SURFACE PREPARATION OF STEEL
A. Prepare steel surfaces in accordance with manufacturer's instructions.
B. Fabrication Defects:
1. Correct steel and fabrication defects revealed by surface preparation.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 132 January 23, 2018 2. Remove weld spatter and slag. 3. Round sharp edges and corners of welds to a smooth contour. 4. Smooth weld undercuts and recesses. 5. Grind down porous welds to pinhole-free metal. 6. Remove weld flux from surface.
C. Ensure surfaces are dry.
D. Remove visible oil, grease, dirt, dust, mill scale, rust, paint, oxides, corrosion products, and other foreign matter in accordance with SSPC-SP 6/NACE 3, unless otherwise specified.
E. Abrasive Blast-Cleaned Surfaces: Coat abrasive blast-cleaned surfaces with primer before visible rust forms on surface. Do not leave blast-cleaned surfaces uncoated for more than 8 hours.
F. Shop Primer: Prepare shop primer to receive field coat in accordance with manufacturer's instructions.
3.4 APPLICATION
A. Apply coatings in accordance with manufacturer's instructions.
B. Mix and thin coatings, including multi-component materials, in accordance with manufacturer's instructions.
C. Keep containers closed when not in use to avoid contamination.
D. Uniformly apply coatings at spreading rate required to achieve specified DFT.
E. Apply coatings to be free of film characteristics or defects that would adversely affect performance or appearance of coating systems.
F. Stripe paint with brush critical locations on steel such as welds, corners, and edges using specified primer.
3.5 FIELD QUALITY CONTROL
A. Inspector's Services:
1. Verify coatings and other materials are as specified. 2. Verify surface preparation and application are as specified. 3. Verify DFT of each coat and total DFT of each coating system specified using wet film and dry film gauges. 4. Coating Defects: Check coatings for film characteristics or defects that would adversely affect performance or appearance of coating systems. 5. Report:
a. Submit written reports describing inspections made and actions taken to correct nonconforming work.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 133 January 23, 2018 b. Report nonconforming work not corrected. c. Submit copies of report to Architect and Contractor.
B. Manufacturer's Technical Services: Coordinate with coating manufacturer's technical service department or independent sales representative for current technical data and instructions.
3.6 CLEANING
A. Remove temporary coverings and protection of surrounding areas and surfaces.
B. Remove overspray and splatter, if any.
3.7 PROTECTION OF COATING SYSTEMS
A. Protect surfaces of coating systems from damage during construction.
B. Touch-up, or repair damaged products before Substantial Completion.
3.8 ONE-YEAR INSPECTION
A. Owner will set date for one-year inspection of coating systems.
B. Inspection shall be attended by Owner, Contractor, Architect, and manufacturer's representative.
C. Repair deficiencies in coating systems as determined by Architect in accordance with manufacturer’s instructions.
3.9 SCHEDULES
A. Exterior Exposed Steel, Semi-Gloss Finish
1. Surface Preparation: SSPC-SP6/NACE 3 Commercial Blast Cleaning. 2. Primer: Tnemec Series 94-H2O Hydro-Zinc at 2.5 to 3.5 mils DFT. 3. Intermediate Coat: Tnemec Series L69 High Build Epoxoline II at 4.0 to 6.0 mils DFT 4. Finish Coat: Tnemec Series 1071V Fluoronar at 2.0 to 3.0 mils DFT. 5. Total Dry Film Thickness: 8.5 to 12.5 mils
PART 4 – MEASUREMENT AND PAYMENT
Full compensation for complying with the requirements of this section shall be considered to be included in the contract prices paid for the various items of work, and no additional compensation will be allowed therefor.
END OF SECTION 01250
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 134 January 23, 2018 SECTION 01260
DISPLAY CASES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Display cases referred to as “Service Schedule Display Case” in the plans and bid sheets.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: For display cases.
1. Include plans, elevations, sections, and attachment details.
C. Samples: For each exposed product and for each color and texture specified.
1.3 CLOSEOUT SUBMITTALS
A. Maintenance data.
PART 2 - PRODUCTS
2.1 SERVICE SCHEDULE DISPLAY CASE
A. Surface-Mounted Display Case: Factory-fabricated display case; with finished interior, and glazed doors at front.
1. Construction: Extruded-aluminum top, bottom, and side panels. 2. Aluminum Finish: Manufacturer's standard baked enamel or powder coat.
a. Color: As selected by Architect from manufacturer's full range to match decorative screen panels and associated steel support framing at garage openings.
3. Display Case Base: No base, for wall mounting.
B. Back Panel: Steel or other magnetized material decided by manufacturer to receive removable magnetic display posters. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 135 January 23, 2018 2.2 MATERIALS
A. Extruded-Aluminum Bars and Shapes: ASTM B 221, ASTM B 221M, Alloy 6063.
B. Aluminum Tubing: ASTM B 429/B 429M, Alloy 6063.
C. Clear Polycarbonate Display Window Panel with clear anti-graffiti liner, thickness and specification per manufacturer’s standards.
2.3 FABRICATION
A. Fabricate display cases to requirements indicated for dimensions, design, and thickness and finish of materials.
B. Use metals and shapes of thickness and reinforcing required to produce flat surfaces, and to impart strength for size, design, and application indicated.
C. Fabricate cabinets and door frames with reinforced corners, mitered to a hairline fit, with no exposed fasteners.
2.4 ALUMINUM FINISHES
A. Baked-Enamel or Powder-Coat Finish: AAMA 2603, except with a minimum dry film thickness of 1.5 mils or 0.04 mm. Comply with coating manufacturer's written instructions for cleaning, conversion coating, and applying and baking finish.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General: Install units in locations and at mounting heights indicated on Drawings. Keep perimeter lines straight, level, and plumb. Provide grounds, clips, backing materials, adhesives, brackets, anchors, trim, and accessories necessary for complete installation.
B. Surface-Mounted Display Cases: Attach units through garage screen panels to structural steel framing with concealed clips, hangers, or grounds fastened at not more than 16 inches or 400 mm o.c. Cases to be mounted through integral rear pan.
PART 4 – MEASUREMENT AND PAYMENT
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 136 January 23, 2018 Display Case shall be measured and paid for at the contract unit price per each, and shall include full compensation for all labor, equipment, appliances and associated fasteners, brackets, foundations, poles and materials necessary to install display cases in place and operational as shown in the plans, these special provisions and the standard specifications.
END OF SECTION 01260
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 137 January 23, 2018 SECTION 01270
DIMENSIONAL LETTER SIGNAGE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Cutout dimensional characters.
B. Related Requirements:
1. Section 01080 “Dynamic and Static Site Signage”.
1.2 ACTION SUBMITTALS
B. Shop Drawings: For signs.
1. Include fabrication and installation details and attachments to other work. 2. Show sign mounting heights, locations of supplementary supports to be provided by other installers, and accessories. 3. Show message list, typestyles, graphic elements, and layout for each sign at least half size.
C. Samples: For each exposed product and for each color and texture specified.
1.3 INFORMATIONAL SUBMITTALS
D. Sample warranty.
1.4 CLOSEOUT SUBMITTALS
E. Maintenance data.
1.5 WARRANTY
F. Special Warranty: Manufacturer agrees to repair or replace components of signs that fail in materials or workmanship within specified warranty period.
1. Warranty Period: One year from date of Substantial Completion.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 138 January 23, 2018 PART 2 - PRODUCTS
2.1 DIMENSIONAL CHARACTERS
A. Cutout Characters: Characters with uniform faces; square-cut, smooth edges; precisely formed lines and profiles; and as follows:
1. Character Material: Sheet or plate aluminum. 2. Character Height and Font: As coordinated with Forest City representative: Jeff Kurtz (email: [email protected]). 3. Thickness: 0.25 inch or Manufacturer's standard for size of character. 4. Finishes:
a. Baked-Enamel or Powder-Coat Finish: Manufacturer's standard, in color as selected by Architect from manufacturer's full range.
5. Mounting: Concealed studs.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General: Install signs using mounting methods indicated and according to manufacturer's written instructions.
1. Install signs level, plumb, true to line, and at locations and heights indicated, with sign surfaces free of distortion and other defects in appearance. 2. Before installation, verify that sign surfaces are clean and free of materials or debris that would impair installation. 3. Corrosion Protection: Provide clear dielectric tape at concealed surfaces of exterior aluminum in contact with grout, concrete, masonry, wood, or dissimilar metals.
B. Remove temporary protective coverings and strippable films as signs are installed.
PART 4 - MEASUREMENT AND PAYMENT
Full compensation for complying with the requirements of this section shall be considered to be included in the contract prices paid for Panel Signage as described in the plans and these specifications, and no additional compensation will be allowed therefor.
END OF SECTION 01270
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 139 January 23, 2018 SECTION 01280
PANEL SIGNAGE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Panel signs referred to as "Architectural Fin Signage" in the drawings and bid sheets.
B. Related Requirements of these special provisions:
1. Section 01080 “Dynamic and Static Site Signage”
2. Section 01270 "Dimensional Letter Signage".
3. Section 01290 "Pylon Signage" for freestanding signs.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: For panel signs.
1. Include fabrication and installation details and attachments to other work. 2. Show sign mounting heights, locations of supplementary supports to be provided by other installers, and accessories.
C. Samples: For each exposed product and for each color and graphic pattern specified.
D. Delegated-Design Submittal: For Architectural Fin Signage
1. Include design drawings for exact finish and design of graphic patterns proposed for approval from Forest City representative: Jeff Kurtz (email: [email protected]).
1.3 INFORMATIONAL SUBMITTALS
A. Sample warranty.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 140 January 23, 2018 1.4 CLOSEOUT SUBMITTALS
A. Maintenance data.
1.5 WARRANTY
A. Special Warranty: Manufacturer agrees to repair or replace components of signs that fail in materials or workmanship within specified warranty period.
1. Warranty Period: One year from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 PANEL SIGNS
A. Panel Sign: Sign with smooth, uniform surfaces; with message and characters as indicated in section 01270 "Dimensional Letter Signage"; and as follows:
1. Manufacturers: Subject to compliance with Forest City requirements and manufacturer’s ability, same manufacturer to provide Panel Signs in this section, "Dimensional Letter Signage" in section 01270, and "Pylon Signage" in section 01290 of these special provisions.
2. Solid-Sheet Sign, Returns, and Back: Aluminum sheet with finish specified in "Surface Finish and Applied Graphics" Subparagraph and as follows:
a. Surface-Applied, Flat Graphics: Silkscreened or digitally printed dot pattern as proposed by signage contractor.
3. Sign-Panel Perimeter: Finish edges smooth.
a. Edge Condition: Square cut. b. Corner Condition in Elevation: As indicated on Drawings.
4. Sign Materials:
a. Material: Aluminum. b. Profile: recessed reveal as indicated on Drawings. c. Panel Finish and Color: Manufacturer's standard, factory-applied, exterior grade sign paint, in colorway relating to Benjamin Moore 1050 “Weathered Oak” or similar, or as approved by Forest City representative. d. Flat Graphics Finish and Color: Silkscreened or digitally printed in contrasting colorway recommended by manufacturer and approved by Forest City representative.
5. Mounting: Projecting from wall over structure indicated on Drawings.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 141 January 23, 2018 2.2 ACCESSORIES
A. Fasteners and Anchors: Manufacturer's standard as required for secure anchorage of signs, noncorrosive and compatible with each material joined, and complying with the following unless otherwise indicated:
1. Use concealed fasteners and anchors unless indicated to be exposed. 2. Exposed Metal-Fastener Components, General:
a. Fabricated from same basic metal and finish of fastened metal unless otherwise indicated.
PART 2 - EXECUTION
3.1 INSTALLATION
A. General: Install signs using mounting methods indicated and according to manufacturer's written instructions.
1. Install signs level, plumb, true to line, and at locations and heights indicated, with sign surfaces free of distortion and other defects in appearance. 2. Before installation, verify that sign surfaces are clean and free of materials or debris that would impair installation. 3. Corrosion Protection: Coat concealed surfaces of exterior aluminum in contact with grout, concrete, masonry, wood, or dissimilar metals, with a heavy coat of bituminous paint.
B. Remove temporary protective coverings and strippable films as signs are installed.
PART 4 – MEASUREMENT AND PAYMENT
Panel Signage shall be measured and paid for at the contract unit price per each, and shall include full compensation for all dimensional letter signage, labor, equipment, appliances and associated fasteners, brackets, foundations, poles and materials necessary to install display cases in place and operational as shown in the plans, these special provisions and the standard specifications.
END OF SECTION 01280
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 142 January 23, 2018 SECTION 01290
PYLON SIGNAGE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Internally illuminated pylon signs referred to in the plans and bid sheets as “Mall Directory and Advertising Pylon”.
B. Related Requirements:
1. Section 01080 “Dynamic and Static Site Signage”.
1.2 ORDER OF WORK:
A. Contractor shall conform to the following:
1. Contractor shall provide Architect with design documents, shop drawings and submittals for review and approval.
2. Architect shall provide comments on shop drawing and submittals. Contractor shall resubmit shop drawings and submittals for review by Architect.
3. Design documents shall be submitted to the City of Temecula for deferred signage permit.
4. Upon written approval of shop drawings and submittals by the Architect and approval from the City of Temecula, Contractor shall fabricate mock-ups and begin Inspection and Testing.
5. Mock-ups shall be reviewed by the Architect, RTA, and Forest City representatives. Architect shall provide the Contractor written comments on the mock-ups.
6. Contractor shall address mock-up comments and provide Architect written notice of correction.
7. Upon approval of mock-ups, Contractor shall be responsible for: a. Fabricating Pylon
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 143 January 23, 2018 b. Fabricating base plate templates out of 5/8” plywood. The templates shall include anchor bolt holes as well as the elliptical holes as shown in the drawings. 2 pylon base plate templates shall be provided to the Architect prior to 21 days prior to construction of pylon foundations; c. Packaging structure components for delivery and storage by individual pylon for safe outdoor storage; d. Delivering pylon for assembly to a location provided by the Contractor. Location shall be in Riverside County; e. Installation, Maintenance and Field Testing of pylon; and f. Providing a 1-year warranty, from acceptance of pylon to the Forest city Representative.
B. Substantial Completion shall be defined as the state at which the Work is sufficiently complete, in the opinion of the Architect, and in accordance with the Contract Documents. The Architect shall be the sole determinant of Substantial Completion and such determination may only be made in writing. The following requirements apply to Substantial Completion:
1. Contractor has fabricated the templates, pylon, and components necessary for assembly and installation; and 2. Contractor has developed detailed assembly instructions with list of parts and quantities; and 3. Architect has inspected pylon components and reviewed quality control documentation; and 4. Contractor has corrected, prior to packaging, all defects, deficiencies and deviations and the Architect has notified the Contractor in writing of its acceptance of such corrections; and 5. Contractor has prepared and packaged components for delivery, storage; and Contractor has delivered the structures and components to the site specified by Architect, and 6. Contractor has installed and field tested the performance of the pylon to ensure that the system, as installed in the field, works properly as a fully integrated and installed system.
1.3 ACTION SUBMITTALS
A. Product Data: Manufacturer’s descriptive literature for each type of material to be installed.
B. Shop Drawings: For signage.
1. Include fabrication and installation details for each unique panel type, including panel hinges and attachments to other work. 2. Show sign mounting heights, locations of supplementary supports to be provided by other installers, and accessories. 3. Show message list, typestyles, graphic elements, and layout for each sign. 4. Show locations of electrical service connections. 5. Include diagrams for power, signal, and control wiring. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 144 January 23, 2018 C. Verification Samples: Two samples, minimum size 6 inches square, for each exposed product and for each color and texture specified. Samples shall represent actual color and finish of products to be installed.
D. Delegated-Design Submittal: For Pylon Sign.
1. Manufacturer Qualifications: Documentation of specified manufacturer qualifications. 2. For the design and fabrication of the Pylon, the Contractor shall submit the Pylon fabricator's Quality Control (QC) Program, as well as the name of the Quality Control Manager, for the fabrication and installation of the Pylon for the review and approval of the Engineer prior to the commencement of fabrication work. The Contractor and the Pylon fabricator shall be responsible for QC throughout the fabrication and installation process. The QC Plan shall describe, and consist of, the plans, procedures, and organization necessary to produce a product that complies with the Contract. The Plan shall cover fabrication and procurement operations, both onsite and offsite, and shall be keyed to the fabricator's proposed fabrication sequence. 3. Include structural analysis calculations for signs indicated to comply with design loads; signed and sealed by the qualified professional engineer responsible for their preparation. 4. Design Data: System analysis by manufacturer verifying compliance of assemblies to specified design requirements; include details of allowance for anticipated thermal movements.
1.4 INFORMATIONAL SUBMITTALS
A. Sample warranty.
1.5 CLOSEOUT SUBMITTALS
A. Operation and maintenance data. Printed instructions on recommended cleaning and maintenance materials and methods.
1.6 WARRANTY
A. Special Warranty: Manufacturer agrees to repair or replace components of signs that fail in materials or workmanship within specified warranty period.
1. Warranty Period: One year from date of Substantial Completion.
PART 2 - PRODUCTS
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 145 January 23, 2018 2.1 PERFORMANCE REQUIREMENTS
A. Unless otherwise indicated, all materials, equipment, design, manufacturing methods, installation, testing, and workmanship shall conform to all regulations and codes indicated in Section 209-2 of the Standard Specification, National Fire Protection Association (NFPA) Section 70 - National Electrical Code, and the latest revisions of the regulations, codes and standards indicated herein.
B. Delegated Design: Engage a qualified California licensed professional engineer to design sign structure and anchorage of pylon according to structural performance requirements.
C. Structural Performance: Signs and supporting elements shall withstand the effects of gravity and other loads within limits and under conditions indicated.
D. Thermal Movements: For exterior signs, allow for thermal movements from ambient and surface temperature changes.
1. Temperature Change: [120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces.
E. Accessibility Standard: Comply with applicable provisions in the 2016 California Building Code.
2.2 PYLON SIGNS
A. Pylon Signs: Sign with smooth, uniform surfaces and support assembly; with message and characters having uniform faces, sharp corners, and precisely formed lines and profiles; and as follows:
1. Illuminated Sign: Backlighted construction with LED Insert requirement lighting including transformers, insulators, and other accessories for operability, with provision for servicing and concealing connections to building electrical system. Use tight or sealed joint construction to prevent unintentional light leakage. Space lamps apart from each other and away from sign surfaces as needed to illuminate evenly.
a. Power: As indicated on electrical Drawings.
2. Solid-Sheet Sign Panels:
a. Inset, Cutout Characters per drawings: Sign face routed to receive push- through acrylic graphics, beveled or chamfered and extending no less than 1/8”, but no more than ¼” from the sign panel. 1) Mobility Hub Name: a) Name to appear white both during the day and at night b) Contractor to coordinate letter font and content with RTA and Forest City 2) RTA Branding Logo: Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 146 January 23, 2018 a) Reflect the design intent of the RTA branding art b) Art to be provided by RTA c) Art to be backlit and clearly visible at night
3. Single-Panel Sign Frame with Static “Insert”.
a. Material: Painted Aluminum b. Profile: Square c. Corner Condition in Elevation: Mitered d. Finish and Color: As selected by Forest City Representative from manufacturer's full range e. Lighting: Back-lit 1) 3/16 inch clear Plexiglas, or approved equal, face to protect insert; 2) 1/8-inch white polycarbonate diffuser (to back up insert and diffuse light); 3) LED illumination 4) Even light distribution 5) Weatherproof with seals and drainage (to avoid water entering into or stagnating near the inserts). f. Hinged from the inside, and not visible from the outside when panel is closed to allow for easy opening of the panel. g. Locked/unlocked with tamperproof, universal lock h. Easily removable (e.g. lifted up) from hinge i. Easy front loading of insert (hinged side) j. Panel insert size: 42”W x 50”H
4. Stone Clad Panel
a. To match dressed stone finish at Forest City standard pylon directory signs at Mall. Signage Contractor to coordinate with Forest City representative: Jeff Kurtz (email: [email protected]).
5. Pylon Structure: Internal frame.
a. Pylon Shape: Rectangular Insert requirement.
2.3 ACCESSORIES
A. Fasteners and Anchors: Manufacturer's standard as required for secure anchorage of signs, noncorrosive and compatible with each material joined, and complying with the following unless otherwise indicated:
1. Use concealed fasteners and anchors unless indicated to be exposed. 2. For exterior exposure, furnish nonferrous-metal devices unless otherwise indicated. 3. Exposed Metal-Fastener Components, General:
a. Fabricated from same basic metal and finish of fastened metal unless otherwise indicated. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 147 January 23, 2018 2.4 FABRICATION
A. General: Provide manufacturer's standard sign assemblies according to requirements indicated.
1. Mill joints to tight, hairline fit. Form assemblies and joints exposed to weather to resist water penetration and retention. 2. Provide welds and brazes behind finished surfaces without distorting or discoloring exposed side. Clean exposed welded and brazed joints of flux, and dress exposed and contact surfaces. 3. Conceal fasteners and anchors unless indicated to be exposed; locate exposed fasteners where they will be inconspicuous. 4. Internally brace signs for stability, to meet structural performance loading without oil-canning or other surface deformation, and for securing fasteners.
B. Pylon Fabrication: Fabricate pylon signs with integral base consisting of channels, angles, plates, or other fittings. Design and fabricate pylon and anchorage for structural performance indicated. Detail anchorage so that water can drain out of assembly without obstruction. Drill holes in members for anchor-bolt connection. Provide anchor bolts of size required for connecting base to concrete foundations.
1. Internal Frames: Manufacturer's standard internal steel framing system and anchorage, modified as required for Project requirements. Provide welded construction. Cut, drill, and tap units to receive hardware, bolts, and similar items.
a. Hot-dip galvanize steel framing system after fabrication according to ASTM A 123/A 123M.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General: Contractor shall transport pylon to, and install pylon at, station as indicated in the Plans, specifications, and these Special Provisions. Delivery, assembly, and installation of pylon shall not occur until all testing (except Field Performance Testing) is completed, and the installation site work is substantially complete—as determined by, and at the sole discretion of, the Architect.
After installation and leveling of the Pylon to its foundation, Contractor shall coast base plate, anchor bolts, and column below grade with “RUST-OLEUM V9100 System, Low VOC DTM Epoxy Mastic,” or approved equal, and shall completely fill the space between the Pylon base plate and the concrete foundation with a non-shrink grout complying with ASTM C1107/C1107M. In addition, the Pylon base plate and anchor bolts shall be completely encased with non-shrink grout as shown on the Plans.
If the fabricator will not install the Pylon, the Prime Contractor or listed Subcontractor that will install the Pylon must be authorized and trained by the fabricator to install its products using the fabricator’s handling and installation procedures and techniques for Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 148 January 23, 2018 the Pylon. Said authorization, including a statement that the installer is trained by the fabricator on handling and installation procedures for the Pylon shall be submitted in writing, on the fabricator’s letterhead, to the Architect in accordance with these Special Provisions, a minimum of 30 working days prior to shipping the Pylon.
If the fabricator will install the Pylon, a statement attesting to that fact shall be submitted in writing, on the fabricator’s letterhead, to the Architect in accordance with these Special Provisions, a minimum of 30 working days prior to shipping the Pylon.
Contractor shall be responsible for protection and maintenance, including cleaning and polishing of pylon until the Architect has provided the Contractor with relief of maintenance upon completion of all Field Performance Testing.
B. Attachment with Preset Anchor Bolts: Set pylon base in position over anchor bolts projecting from concrete foundation, shim and support pylon to prevent movement, place washers and nuts, and tighten. Fill shim space with nonshrink, nonmetallic grout, mixed and placed to comply with manufacturer's written instructions.
C. Attachment with Drilled-in-Place Anchor Bolts: Set pylon base in position over concrete foundation, locate and drill anchor holes, shim and support pylon to prevent movement, place washers and anchor bolts, and tighten. Fill shim space with nonshrink, nonmetallic grout, mixed and placed to comply with manufacturer's written instructions.
PART 4 – MEASUREMENT AND PAYMENT
Pylon Sign shall be considered to be included in the Lump Sum paid for Pylon Sign and no additional compensation will be allowed therefor.
The contract lump sum price paid for Pylon Sign, known in the bid sheets and plans as “Mall Directory and Advertising Pylon”, shall include full compensation for all labor, materials, tools, equipment, and incidentals necessary to construct the pylon sign, except for signage lighting, Complete In-Place, and no additional compensation will be allowed therefore.
END OF SECTION 01290
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 149 January 23, 2018 SECTION 01300
LED EXTERIOR LIGHTING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. General luminaire requirements.
2. Exterior solid-state luminaires that are designed for and exclusively use LED lamp technology.
B. Related Requirements:
1. Section 01150 “Electrical Systems and Communications” of these special provisions. 2. Electrical Specifications - "Lighting Control Devices" for automatic control of lighting, including time switches, photoelectric relays, occupancy sensors, and multipole lighting relays and contactors. 3. Electrical Specifications - "Lighting Control Panelboards" for panelboard-based lighting control.
1.2 DEFINITIONS
A. CCT: Correlated color temperature.
B. CRI: Color rendering index.
C. Fixture: See "Luminaire."
D. IP: International Protection or Ingress Protection Rating
E. Lumen: Measured output of lamp and luminaire, or both.
F. Luminaire: Complete lighting unit, including lamp, reflector, and housing.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of luminaire.
1. Arrange in order of luminaire designation. 2. Include data on features, accessories, and finishes. 3. Include physical description and dimensions of luminaire. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 150 January 23, 2018 4. Light sources; include life, output (lumens, CCT, and CRI), and energy- efficiency data 5. Photometric data and adjustment factors based on laboratory tests, complying with IES LM-79. a. Manufacturer's Certified Data: Photometric data certified by manufacturer's laboratory with a current accreditation under the NVLAP for Energy Efficient Lighting Products. b. Testing Agency Certified Data: For indicated luminaires, photometric data certified by a qualified independent testing agency. Photometric data for remaining luminaires shall be certified by manufacturer. 6. Wiring diagrams for power, control, and signal wiring. 7. Means of attaching luminaires to supports and indication that the attachment suitable for components involved.
G. Shop Drawings: For nonstandard or custom luminaires.
1. Include plans, elevations, sections, and mounting and attachment details. 2. Include details of luminaire assemblies. Indicate dimensions, weights, loads, required clearances, method of field assembly, components, and location and size of each field connection. 3. Include diagrams for power, signal, and control wiring.
1.4 INFORMATIONAL SUBMITTALS
A. Seismic Qualification Certificates: For luminaires, accessories, and components, from manufacturer.
1. Basis for Certification: Indicate whether withstand certification is based on actual test of assembled components or on calculation.
2. Dimensioned Outline Drawings of Equipment Unit: Identify center of gravity and locate and describe mounting and anchorage provisions.
3. Detailed description of equipment anchorage devices on which the certification is based and their installation requirements.
1.5 CLOSEOUT SUBMITTALS
A. Operation and maintenance data.
1. Provide a list of all lamp types used on Project. Use ANSI and manufacturers' codes.
1.6 1.05 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 151 January 23, 2018 1. Luminaires: Ten for every 100 of each type and rating installed. Furnish at least one of each type. 2. Diffusers and Lenses: One for every 100 of each type and rating installed. Furnish at least one of each type.
1.7 FIELD CONDITIONS
A. Verify existing and proposed utility structures prior to the start of work associated with luminaire installation.
B. Mark locations of exterior luminaires for approval by Architect prior to the start of luminaire installation.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Protect finishes of exposed surfaces by applying a strippable, temporary protective covering prior to shipping.
1.9 WARRANTY
A. Warranty: Manufacturer and Installer agree to repair or replace components of luminaires that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following:
a. Structural failures, including luminaire support components. b. Faulty operation of luminaires and accessories. c. Deterioration of metals, metal finishes, and other materials beyond normal weathering.
2. Warranty Period: 5 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Seismic Performance: Luminaires shall withstand the effects of earthquake motions determined according to ASCE/SEI 7.
B. Seismic Performance: Luminaires and lamps shall be labeled vibration and shock resistant.
1. The term "withstand" means "the luminaire will remain in place without separation of any parts when subjected to the seismic forces specified.”
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 152 January 23, 2018 2.2 LUMINAIRE REQUIREMENTS
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.
B. NRTL Compliance: Luminaires shall be listed and labeled for indicated class and division of hazard by an NRTL.
C. FM Global Compliance: Luminaires for hazardous locations shall be listed and labeled for indicated class and division of hazard by FM Global.
D. UL Compliance: Comply with UL 1598 and listed for wet location on all exterior fixtures.
2.3 SCHEDULED EXTERIOR LED LUMINAIRE TYPES
A. Basis-of-Design Product: Subject to compliance with requirements, providing the following:
1. Product indicated on Drawings Luminaire Schedule.
B. The following are indicated, as applicable, on Drawings and Drawings Luminaire Schedule for each luminaire Type:
1. Image of luminaire illustrating aesthetic attributes, shape, form. 2. Description of luminaire, dimensions, type of housing. 3. Light source characteristics including, CCT, CRI, lumen output. 4. Driver and ballast voltage and type. 5. Luminaire finish. 6. Type of lens, diffuser and globe. 7. Mounting type and mounting height above indicate datum (e.g. finished grade, finished floor).
2.4 FINISHES
C. Variations in Finishes: Noticeable variations in same piece are unacceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.
D. Factory-Applied Finish for Aluminum Luminaires: 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.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 153 January 23, 2018 2. Class I, Color-Anodic Finish: AA-M32C22A42/A44 (Mechanical Finish: Medium satin; Chemical Finish: Etched, medium matte; Anodic Coating: Architectural Class I, integrally colored or electrolytically deposited color coating 0.018 mm or thicker), complying with AAMA 611.
a. Color: As indicated on luminaire schedule.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.
B. Examine roughing-in for luminaire electrical conduit to verify actual locations of conduit connections before luminaire installation.
C. Examine structures and surfaces including, but not limited to, the following for suitable conditions where luminaires will be installed.
1. Garage walls.
2. Canopy roofs.
3. Structural Steel Columns
3.2 GENERAL INSTALLATION REQUIREMENTS
A. Comply with NECA 1.
B. Use fastening methods and materials selected to resist seismic forces defined for the application and approved by manufacturer.
C. Install lamps in each luminaire.
D. Fasten luminaire to structural support.
E. Supports:
1. Sized and rated for luminaire weight. 2. Able to maintain luminaire position after cleaning and relamping. 3. Support luminaires without causing deflection of finished surface.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 154 January 23, 2018 4. Luminaire-mounting devices shall be capable of supporting a horizontal force of 100 percent of luminaire weight and a vertical force of 400 percent of luminaire weight.
F. Wall-Mounted Luminaire Support:
1. Attach to structural members in walls. 2. Attached to a minimum 1/8 inch backing plate attached to wall structural members. 3. Avoid visible backing plates for exterior wall sconces at existing stucco garage façade. If unavoidable, paint supports to match adjacent surfaces.
G. Wiring Method: Install cables in raceways. Conceal raceways and cables where possible or paint to match adjacent surface.
H. Install luminaires level, plumb, and square with finished grade unless otherwise indicated. Install luminaires at height and aiming angle as indicated on Drawings.
I. Coordinate layout and installation of luminaires with other construction.
J. Adjust luminaires that require field adjustment or aiming. Aiming angle of luminaires at architectural fin signage panels to be adjusted in the field to ensure proper coverage on panels and reviewed with Architect.
K. Comply with requirements in electrical specifications for wiring connections and wiring methods.
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.
B. Steel Conduits: Comply with electrical specifications. In concrete foundations, wrap conduit with 0.010-inch- 0.254-mm- thick, pipe-wrapping plastic tape applied with a 50 percent overlap.
3.4 IDENTIFICATION
A. Identify system components, wiring, cabling, and terminals. Comply with electrical specifications.
3.5 DEMONSTRATION
A. Demonstrate to Owner’s personnel operation of luminaires.
B. Train Owner's maintenance personnel to adjust, operate, and maintain luminaires.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 155 January 23, 2018 3.6 ADJUSTING
A. Occupancy Adjustments: When requested within 12 months of date of Substantial Completion, provide on-site assistance in adjusting the direction of aim of luminaires to suit occupied conditions. Make up to two visits to Project during other-than-normal hours for this purpose. Some of this work may be required during hours of darkness. 1. During adjustment visits, inspect all luminaires. Replace luminaires that are defective. 2. Parts and supplies shall be manufacturer's authorized replacement parts and supplies. 3. Adjust the aim of luminaires in the presence of the Architect.
PART 4 - MEASUREMENT AND PAYMENT
Full compensation for LED Exterior Lighting construction is considered included in lump sum bid for Construct Site Electrical and Communications Systems and no additional compensation will be allowed therefor.
END OF SECTION 01300
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 156 January 23, 2018 SECTION 01310
SITE FURNISHINGS
PART 1 - GENERAL
1.01 GENERAL CONDITIONS
A. The requirements of the “General Conditions of the Contract” shall apply to all work of this Section with the same force and effect as though repeated in full herein.
1.02 SCOPE OF WORK
A. Furnish all labor, material, equipment and services necessary to provide site furnishings, complete in place, as shown on the Drawings or in this Specification.
B. Related work:
1. Concrete – See Civil Specifications. 2. Plant Materials – See Civil Specifications.
1.03 SUBMITTALS
A. Submit Manufacturers’ catalogue cut sheets.
B. Submit Manufacturer’s Current Printed Instructions:
1. Submit Furniture Manufacturer’s Cleaning Instructions. 2. Submit Furniture Manufacturer’s Installation Instructions.
C. Submit shop drawings indicating size, materials, finishes and quantities of items being supplied, including hardware.
D. Submit one color sample for each product. Color sample shall be of final material.
1.04 COORDINATION
A. The Contractor shall coordinate his work with other trades.
1.05 QUALITY ASSURANCE:
C. Regulatory Requirements:
1. Meet requirements of applicable laws, codes, and regulations required by authorities having jurisdiction over such Work. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 157 January 23, 2018 2. Provide for inspections and permits required by Federal, State and local authorities in furnishing, transporting, and installing materials.
1.06 WARRANTY
D. General Description: In addition to manufacturer’s warranties, warrant Work for a period of one year from date of Final Completion against defects in materials and workmanship.
E. Additional Items Covered: Warranty shall also cover repair of damage to other materials and workmanship resulting from defects in materials and workmanship.
F. Exceptions: Contractor shall not be held responsible for failures due to normal wear, abuse or neglect by Others, vandalism and other causes outside the Contractor’s control.
PART 2 - PRODUCTS
2.01 TRASH RECEPTACLE, BENCH, TREE GRATE AND GUARD, PRE-FABRICATED PLANTER AND BIKE RACK
A. See Site Furnishings Drawings for product name, color, finish, supplier and comments.
2.02 FOOTINGS AND HARDWARE
A. See Civil Drawings and Specifications and manufacturer’s recommendations for required footings.
B. Hardware, anchors and adhesives for secured installation per details and manufacturer’s recommendations.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Verification of Conditions: Examine site and verify that conditions are suitable to receive Work and that no defects or errors are present which would cause defective installation of products or cause latent defects in workmanship and function.
B. Notification of Unsuitable Conditions: Before proceeding with Work, notify the Owner in writing of unsuitable conditions.
3.02 DIMENSIONS
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 158 January 23, 2018 A. Dimensions shall be certified at the job site to insure proper placement, and fit of the equipment in the allotted areas.
3.03 PREPARATION
A. Protection: Use every possible precaution to prevent damage to existing conditions to remain such as structures, utilities, irrigation systems, plant materials and paving on or adjacent to the site of the Work.
1. Use every possible precaution to prevent excessive compaction of planting area soil within or adjacent to the areas of Work.
2. Provide barricades, fences or other barriers as necessary to protect existing conditions to remain from damage during construction.
3. Do not store materials or equipment, permit burning, or operate or park equipment under the branches of existing plants to remain.
4. Submit written notification of conditions damaged during construction to the Owner’s Designated Representative immediately.
3.04 INSTALLATION
A. Furnishings shall be installed per Manufacturer’s recommendations, unless otherwise noted on Drawings or Specification.
B. Work shall be set plumb and level, true to line and shall present a neat and finished appearance.
C. Set each item in its correct place, fastening it, connecting it, or incorporating it into other portions of the work.
D. Test and operate equipment to assure proper function.
3.05 CLEANING
A. General: Clean and keep clean until date of Final Completion.
B. Furniture Cleaning Method: Meet requirements of manufacturer’s current printed instructions.
3.06 PROTECTION
A. Adequately protect all work from damage by subsequent construction operations and vandalism until date of Final Completion. Damaged work shall be replaced.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 159 January 23, 2018 3.07 CLEAN-UP
A. The Contractor shall at all times keep the premises free from accumulation of waste materials and rubbish caused by his employees.
B. Upon completion of work, rubbish and excess materials are to be removed from the site, leaving the areas acceptably clean.
PART 4 – MEASUREMENT AND PAYMENT
Full compensation for Site Furnishings construction is considered included in the unit or lump sum prices paid for the various bid items and no additional compensation will be allowed therefor. The lump sum or unit price paid for the items of work shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor.
Site Furnishings bid items include:
· Transit Seating Bench, 6’ L, Backless, Surface Mounted · Trash Receptacle · Tree Grate, 6’ Square KIVA, Pedestrian Duty · Fiberglass Tapered Square Planter · Bike Rack
END OF SECTION 01310
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 160 January 23, 2018 SECTION 01320
LINEAR CONCRETE PAVERS
01320-1 SCOPE
This work includes furnishing materials, labor, transportation, services, and equipment necessary to furnish and install linear concrete pavers, including bituminous setting bed and joint filler, as indicated on drawings and as specified herein.
01320-2 CONSTRUCTION MATERIALS
Precast concrete architectural pavers shall conform to ANSI A137.1 and shall meet the following performance requirements:
Compressive Strength: Not less than 8,000 psi, averaging 9,000 psi minimum when tested in accordance with ASTM C-140.
Water Absorption: Not be greater than 7%, averaging 5%, when tested in accordance with ASTM C-293.
Flexural Strength: Not be less than 900 psi, averaging, 1,000 psi when tested in accordance with ASTM C-293.
Static Coefficient of Friction: Wet: 0.50 -0.60, Dry: 0.60 -0.70, when tested in accordance with ASTM C-1028.
The manufacturer shall be a company specializing in the manufacture of pre-cast concrete pavers for a minimum of three (3) years. Installation shall be by a contractor and crew with at least (1) year of experience in placing concrete pavers on projects of similar nature and dollar cost, per these project requirements including bituminous setting bed system and special joint filling operations. Installation contractor shall conform to manufacturer's recommendations and all local, state licensing and bonding requirements.
Packaging and Shipping: Precast pavers to be stretch-wrapped in rows and banded on pallets, delivered in original unopened packaging with legible manufacturer identification, including size, quantity, manufacture date and inspector initials.
Manufacturer/lnstaller shall warrant installed system for a period of 5 years from date of substantial completion against failure of workmanship and materials.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 161 January 23, 2018 EXTRA MATERIALS
Deliver supply of maintenance materials to the owner. Furnish maintenance materials (including concrete pavers and joint filler) from same lot as materials installed, and enclosed in protective packaging with appropriate identifying labels. Furnish two percent (2%) of total of extra pavers of each type, color, pattern and size of paver product installed, securely packaged on a pallet and delivered to Forest City. Furnish one 50 pound back of dry, joint filler material in a watertight container.
MOCKUPS
Before installing architectural concrete pavers, build mockups for each form and pattern of unit pavers required to verify selections made under sample Submittals and to demonstrate aesthetic effects and qualities of materials and execution. Build mockups to comply with the following requirements, using materials indicated for the completed Work, including same base construction, special features for expansion joints, and contiguous work as indicated:
1. Build mockups in the location and of the size indicated or, if not indicated, as directed by Engineer. Include patterns as directed by Engineer. 2. Notify Engineer 7 days in advance of dates and times when mockups will be constructed. 3. Demonstrate the proposed range of aesthetic effects and workmanship. 4. Obtain Engineer's approval of mockups before starting unit paver installation. 5. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work. 6. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.
MATERIALS
Pavers shall be Stepstone Inc., Calarc Pavers, or approved equal. Materials used in the fabrication and installation of linear concrete pavers shall conform to the following requirements:
Portland Cement: ASTM C-150 specifications for Portland Cement.
Aggregates: All aggregates to meet ASTM C-33 specifications, cleaned and properly graded to size. Aggregate shall be blended to meet individual project requirements. Aggregates to meet ASTM C241 HA 10 minimum.
Coloring: Pigments used shall be inorganic, resistant to alkalinity and used per manufacturer's recommendations.
Color Blending: Factory-blend pre-cast paver that has a natural color range so products taken from one container will have the same range as products from a separate container.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 162 January 23, 2018 Cleaner: Liquid neutral chemical cleaner with pH factor between 7 and 8, of formulation recommended by sealer manufacturer for type of precast paver used.
Sealer: Colorless, slip and stain resistant penetrating or acrylic sealer with pH factor between 7 and 8 that does not affect color or physical properties of precast paver surface.
Pavers shall conform to the requirements listed in the Finish and Material legend on the plans.
Pavers shall be fabricated by mechanically vibrated in molds, hydraulically pressed by a minimum of 400 tons of pressure, moisture cured with 100% humidity for 24 hours and factory finished by in-line grinding and shotblasting.
Bituminous Setting Bed: Bituminous setting bed shall be made from the following materials:
Asphalt Cement: Asphalt cement, conforming to ASTM D-3381. The viscosity grad. A.C. 10 or A.C. 20.
Sand for Bituminous Setting Bed: Fine aggregate shall be clean, hard sand with durable particles and shall be free from adherent coating, lumps of clay, alkali salts, and organic matter. It shall be uniformly graded from coarse to fine and all passing the No. 4 sieve, and it shall meet the gradation requirements when tested in accordance with the standard method of test or sieve or screen analysis of fine and coarse aggregates ASTM Designation C-136-81.
Bituminous Setting Bed Mix: The dried fine aggregate shall be combined with hot asphalt cement, and the mix shall be heated to approximately 300 degrees F at an asphalt plant. The approximate proportion of materials shall be seven (7) percent asphalt cement and ninety-three
(93) percent fine aggregate. Each ton shall be apportioned by weight in the approximate ratio of 145 lbs. asphalt to 1,855 lbs. sand. The contractor shall determine the exact proportions to produce the best possible mixture for construction of the bituminous setting bed to meet construction requirements.
Mastic and Base: Neoprene-modified asphalt adhesive under pavers, as manufactured by Hastings Pavement Co., Inc., or approved equal.
Mastic (asphalt adhesive)
Solids (base) 75%+/-1%
Lbs./Gal. 8-8.5 lbs.
Solvent, Mineral Spirits (over 100 degree F Flash)
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 163 January 23, 2018 Base (2% neoprene, 10% asbestos-free fibers, 88% asphalt)
Melting point – ASTM D-36 150 degree F Min.
Penetration – 77 degree F 100 Gram Load 5 Sec (.1mm) 23-27
Ductility – ASTM D-113-44 @ 25 degree C
5 cms/per minute 100-125 cm/Min.
Joint Filler: Dry mixture of one part colored Portland Cement to match color of pavers, as approved by the Engineer, and three parts clean sand.
01320-3 CONSTRUCTION METHODS
Contractor and Engineer shall jointly inspect areas to receive paver system for: defects in existing work that affect proper execution of paver installation, variances beyond allowable tolerances and maximum variation in paver bed not to exceed 1/8" in 10'-0" from required plane.
Before installation of each course of paving, the substrate shall be cleaned to remove any loose material. Dusty concrete or asphalt surfaces shall be washed and excess water removed and disposed of in accordance with local environmental requirements, to the satisfaction of the Engineer prior to application of the bituminous setting bed.
All electrical conduit, pull boxes, trench trains, foundations, and other surface penetrations shall be suitably protected prior to the application of the bituminous setting layer.
Installation of the Bituminous Setting Bed:
Tack Coat: Uniformly apply tack coat at a rate of 0.50 to 0.75 gallons per square yard to all surfaces to be in contact with the bituminous setting bed. Do not apply more asphalt emulsion than can be covered with the bituminous material during the same day. The surface shall be free of water, foreign material or dust when the tack coat is applied.
Bituminous Material: Set depth control depth rails on the existing concrete slab to proper line and level to achieve final surface profiles after installation of pavers. Maximum setting bed thickness to be one inch (1 in.). Minimum depth shall be one- half inch (1/2 in). Optimum depth is three-quarter inch (3/4 in.).
Spread hot bituminous material over the concrete substrate between the depth control rails. Screed material to level of setting bars. After each pass, low porous spots must be showered with fresh bituminous to produce a smooth, firm and even setting bed.
Fully compact bituminous materials with a 600-lb. power roller while still hot. The bed thickness shall be adjusted so that when the pavers are set on the adhesive layer, their top surface will be at the required grades. Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 164 January 23, 2018 Due to underslab imperfections, areas requiring a setting bed over 1 in. in depth, install material in separate, equal depth lifts.
Installation of Pavers:
Adhesive: Prepare neoprene modified asphalt adhesive in accordance with the manufacturers’ instructions.
After the bed has cooled, a coating of two (2) percent neoprene-modified asphalt adhesive shall be applied by squeegeeing or troweling over the top surface of the setting bed, so as to provide a bond under the pavers.
Pavers: Place pavers on adhesive layer with sufficient pressure to achieve a full bond to the setting bed. Pavers shall be set had tight in straight and square courses, and uniform top surface to the patterns and colors depicted on the drawings. Joint widths may vary to ensure good alignment to the proposed pattern and shall be 0 in. minimum to one-quarter inch (1/4 in.) maximum.
The pavers shall be laid away from the existing laying face as indicated on plans in such a manner to ensure pattern as shown on the plans.
Fit pavers to surface penetrations, as indicated on the drawings. Cut pavers as required, using masonry saws or coring devices. All cut faces to be vertical and top edges shall be free from chips. No segment shall be smaller than one-fourth (1/4) paver.
On completion, surface tolerances shall be within 3/16 in. under a 10-foot straight edge and 1/8 in. +/- from finished elevations. There shall not be a difference in elevation between adjacent pavers of greater than 1/16 in., the alignment of pavers shall be 3/8 in. +/- in 50 feet.
If additional leveling of pavers is required, cover the surface with plywood and roll the surface with a light roller to compact the paver into place.
Newly laid pavers shall be protected at all times by panels of plywood or other non- staining rigid board on which the installer shall work.
Filling Joints:
Clean joints of all debris using power air blowers.
Sweep a dry mixture of the required cement and sand until joints are flush with the top surface.
Fog lightly with water. Joints may recede up to 1/8 in. Cement stains that remain shall be cleaned immediately.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 165 January 23, 2018 Expansion joints shall be located in alignment over all structural expansion joints, along the nearest paver pattern joint, at fixed obstructions, at perimeter contact with other paving surfaces and at other locations as indicated on plans. Expansion material shall be a Type A sealant, of a color to match the adjacent paver. Contractor to submit colors for all conditions to Engineer for approval.
Following installation the completed paver surface shall be cleaned and sealed. The cleaning agent shall have a pH factor between 7 and 10, be biodegradable phosphate free. Following cleaning, the pavers shall be rinsed with clean water and allow to dry thoroughly.
01320-4 MEASUREMENT AND PAYMENT
Full compensation for linear concrete pavers construction is considered included in the lump sum price paid for Install Concrete Pavers per Plans and no additional compensation will be allowed therefor. The lump sum price paid for Install Concrete Pavers per Plans shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor.
Schedule of Values
The Contractor shall provide a Schedule of Values for fabricating and installing the linear concrete pavers, Complete-and-in-Place per Plans, for review by the Engineer within 15 days of contract award. The Schedule of Values shall include, but is not limited to, each separate item of work specified in the plans and listed in the table below and must include type, size, and installation method for each item of work. The Schedule of Values will be used to determine progress payments to the Contractor and shall provide the basis of payment for work beyond what is shown on the Plans. Unit prices for each item of Work shall be included in the Schedule of Values submitted. Unit of measure on a lump sum basis shall not be included in the Schedule of Values.
SCHEDULE OF VALUES - INSTALL LINEAR CONCRETE PAVERS PER PLANS ITEM ITEM DESCRIPTION UNIT QUANTITY VALUE AMOUNT 1 Concrete Linear Pavers, PAV-1 SF
2 Concrete Linear Pavers, mixed color, PAV-2 SF
3 Bituminous Setting Bed, ¾” SF
4 Concrete Under Slab, 4” SF
TOTAL LUMP SUM COST:
END OF SECTION 01320
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 166 January 23, 2018 SECTION 01330
TACTILE WARNING
01330-1 SCOPE
This work includes installing curb ramp tactile warning surface and curb-side tactile warning pavers as shown on the Plans, and as specified in these special provisions.
Curb ramp and curb-side tactile warning surface must be:
A. Yellow color complying with Federal Standard 595B, Color No. 33538 B. Prefabricated C. Raised truncated domes
Tactile warning surfaces, as manufactured by Armor Tile, Access Tile, ADA Solutions, Inc., or approved equal, and shall be of the type that may be set in freshly-placed concrete. Surface- applied detectable warning surface tiles will not be allowed.
The manufacturer(s) must provide a written 5-year warranty for tactile warning surface, guaranteeing replacement when there is defect in the dome shape, color fastness, sound-on- cane acoustic quality, resilience, or attachment. The warranty period will begin upon acceptance of the contract.
Installation of curb ramp and curb-side tactile warning surfaces shall comply with the manufacturer's recommendations.
01330-2 MEASUREMENT AND PAYMENT
Tactile Warning will be considered as included in the contract unit price paid for the respective curb ramp to be installed to which they apply and no separate payment will be made therefor.
Tactile Warning constructed outside of curb ramp locations, referred to in this specification as “Curb-Side Tactile Warning” shall be measured and paid for per square foot and shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals, and for doing all the work involved and necessary to construct Tactile Warning, complete in place, including placement, installation, removal and disposal of extraneous and surplus materials, and all other features and work as necessary to complete this work, as shown on the project Plans, as Specified in the Standard Specification and these Special Provision, and as directed by the Engineer.
END OF SECTION 01330
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 167 January 23, 2018 SECTION 01340
PAVEMENT MARKINGS
01340-1 SCOPE
All pavement markings shall conform to Section 209-9 of the Standard Specifications, the 2012 State of California Manual on Uniform Traffic Controls, Department of Transportation State of California (Caltrans) Standard Plans 2015 Edition, and the Plans, with special attention directed to the Site Plans and Signing and Signing and Striping Plans, which detail additional striping and marking provisions, materials, and requirements.
01340-2 MEASUREMENT AND PAYMENT
Full compensation for Pavement Marking construction is considered included in the lump sum price paid for Pavement Markings and no additional compensation will be allowed therefor. The lump sum price paid for Pavement Markings shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor.
Schedule of Values
The Contractor shall provide a Schedule of Values for installing all Pavement Markings, Complete-and-in-Place per Plans, for review by the Engineer within 15 days of contract award. The Schedule of Values shall include, but is not limited to, each separate item of work specified in the plans and listed in the table below and must include type, size, and installation method for each item of work. The Schedule of Values will be used to determine progress payments to the Contractor and shall provide the basis of payment for work beyond what is shown on the Plans. Unit prices for each item of Work shall be included in the Schedule of Values submitted. Unit of measure on a lump sum basis shall not be included in the Schedule of Values.
SCHEDULE OF VALUES - PAVEMENT MARKINGS ITEM ITEM DESCRIPTION UNIT QUANTITY VALUE AMOUNT 1 Red painted curb LF
2 “BUS ONLY” Thermoplastic Pavement Marking EA
3 Thermoplastic Type VII Arrow EA
5 Paint Traffic Stripe per Plans LF
6 12” White Thermoplastic Limit Line per Plans LF
7 “STOP” Thermoplastic Pavement Marking EA
8 10’ Basic Thermoplastic Crosswalk per Plans LF TOTAL LUMP SUM COST: END OF SECTION 01340
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 168 January 23, 2018 SECTION 01350
BIOFILTRATION AND RETENTION SYSTEM
01350-1 SCOPE
This item shall consist of all constructed in accordance with these Special Provisions, in conformance with the lines, grades, and dimensions shown on the plans, or as required by the engineer.
01350-2 CONSTRUCTION MATERIALS
Retention Vaults
Retention Vaults shall be OldCastle Precast StormCapture SC2-7FT Clamshell or Engineer approved equal per Plans. Installation of these retention vaults shall be in strict conformance with the Manufacturer specifications. See Appendix B for Manufacturer specification.
Permavoid System
Contractor to install a Permavoid system, or approved equal, per Plans. Installation of Permavoid cells shall be in strict conformance with the Manufacturer specifications. See Appendix C for Manufacturer Specifications.
Biofiltration Soil
The biofiltration soil should achieve a long-term, in-place infiltration rate of 5 inches per hour, according to the County of San Diego Low Impact Development Handbook Appendix G. The biofiltration soil should also support plant growth while providing pollutant treatment. In order to achieve these two goals, the biofiltration soil should be a mixture of sand, fines, and compost. The following composition includes the measurements for determining the biofiltration soil by volume and weight:
Biofiltration Soil Sand Sandy Loam Compost Composition Sand Silt Clay Volume 65% 20% 15% Weight 75-80% 10% Max 3% Max 9% Max1
19% compost by weight results in approximately 5% organic matter by weight.
Biofiltration Swale and Detention Basin 3” Rock Surface
The biofiltration swale and detention basin surface shall be stabilized with 3” rock surface. The rock surface should consist of 6" minus and 3" crushed material with the majority of the material around the 3" size. Gradation for 3” rock surface should be, unless otherwise approved: Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 169 January 23, 2018 Size % Passing 6" 100% 5" 85% 4" 40% 3" 15% 2" 0
01350-3 CONSTRUCTION METHODS
Excavation for Retention Vaults
A. Pits for the retention vaults shall be excavated to the lines, grades, and elevations shown on the plans. The excavation shall be of sufficient size to permit the placing of the full width and length of the structure shown and as described in the manufacturer’s specifications.
B. Boulders, logs, or any other objectionable material encountered in excavation shall be removed. All rock or other hard foundation material shall be cleaned of all loose material and cut to a firm surface either level, stepped, or serrated, as directed by the Engineer. All seams or crevices shall be cleaned out and grouted. All loose and disintegrated rock and thin strata shall be removed. When concrete will rest on a surface other than rock, the bottom of the excavation shall not be disturbed and excavation to final grade shall not be made until immediately before the structure is placed.
C. The Contractor shall do all bracing, sheathing, or shoring necessary to perform and protect the excavation and the structure as required for safety or conformance to governing laws. The cost of bracing, sheathing, or shoring shall be included in the unit price bid for excavation.
D. After each excavation is completed, the Contractor shall notify the Engineer. No structure shall be placed until the Engineer has approved the depth of the excavation and the character of the foundation material.
Backfill Excavated Material
A. After the structures have been successfully installed, backfilling with approved material shall be accomplished by applying the fill in horizontal layers not to exceed 8 inches (200 mm) in loose depth, and compacted. The field density of the compacted material shall be at least 90% of the maximum density for cohesive soils and 95% of the maximum density for noncohesive soils. The maximum density shall be determined in accordance with ASTM D698. The field density shall be determined in accordance with ASTM D1556 or CT 216.
B. No backfilling shall be placed against any structure until approved by the Engineer.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 170 January 23, 2018 Cleaning and Restoration of the Site
After the backfill is completed, the Contractor shall dispose of all surplus material, dirt, and rubbish from the site. Surplus dirt may be deposited in embankment, shoulders, or as approved by the Engineer. The Contractor shall restore all disturbed areas to their original condition. The Contractor shall remove all tools and equipment, leaving the entire site free, clear, and in good condition.
Biofiltration Soil
General Placement Requirements
A. Erosion and sediment control practices during construction should be employed to protect the long-term functionality of the biofiltration. The following practices shall be followed for this reason:
1. Provide erosion control in the contributing drainage areas to the facility and stabilize upslope areas.
2. Facilities should not be used as sediment control facilities, unless installation of all biofiltration -related materials are withheld towards the end of construction, allowing the temporary use of the location as a sediment control facility, and appropriate excavation of sediment is provided prior to installation of biofiltration materials.
B. Do not excavate, place soils, or amend soils during wet or saturated conditions.
C. Operate equipment adjacent to the facility. Equipment operation within the facility should be avoided to prevent soil compaction. If machinery must operate in the facility, use lightweight, low ground-contact pressure equipment.
D. If constructing an infiltrating facility, the subgrade should be ripped or scarified to a minimum depth of 9 inches on 3-foot centers to promote greater infiltration.
E. Consider the time of year and site working area when determining whether to mix biofiltration soil on-site or to import pre-mixed soil. It is recommended that the biofiltration soil should be mixed prior to being delivered to the site, and mixing is not allowed on-site during rainy season. If biofiltration soil mixing occurs on-site during the dry season, use an adjacent impervious area or mix biofiltration soil on plastic sheeting. (Mixing should not occur within the biofiltration basin.)
F. Place soil in 6- to 12-inch lifts with machinery adjacent to the facility (to ensure equipment is not driven across soil). If working within the facility, to avoid over- compacting, place first lifts at far end from entrance and place backwards towards
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 171 January 23, 2018 entrance.
G. Allow biofiltration lifts to settle naturally, lightly water to provide settlement and natural compaction between lifts. After lightly watering, allow soil to dry between lifts. Soil cannot be worked when saturated, so this method should be used with caution to ensure dry conditions. After all lifts are placed, wait a few days to check for settlement, and add additional media as needed. No mechanical compaction is allowed.
H. The long-term hydraulic conductivity rate should not be less than 5 inches per hour when tested with a double ring infiltrometer (in accordance with ASTM D3385, Standard Test Method for Infiltration Rate of Soils in Field Using Double Ring Infiltrometer), a single ring infiltrometer, a Modified Philip-Dunne Infiltrometer, or other approved methods.
I. Vehicular traffic and construction equipment shall not drive on, move onto, or disturb the biofiltration soil once placed and water-compacted.
J. Rake biofiltration soil as needed to level out. Verify biofiltration soil elevations before applying mulch or installing plants.
01350-4 MEASUREMENT AND PAYMENT
Full compensation for Pavement Marking construction is considered included in the lump sum price paid for Biofiltration and Retention System and no additional compensation will be allowed therefor. The lump sum price paid for Biofiltration and Retention System shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals necessary for a complete installation, Complete-In-Place, and no additional compensation will be allowed therefor.
Schedule of Values
The Contractor shall provide a Schedule of Values for installing all Pavement Markings, Complete-and-in-Place per Plans, for review by the Engineer within 15 days of contract award. The Schedule of Values shall include, but is not limited to, each separate item of work specified in the plans and listed in the table below and must include type, size, and installation method for each item of work. The Schedule of Values will be used to determine progress payments to the Contractor and shall provide the basis of payment for work beyond what is shown on the Plans. Unit prices for each item of Work shall be included in the Schedule of Values submitted. Unit of measure on a lump sum basis shall not be included in the Schedule of Values.
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 172 January 23, 2018 SCHEDULE OF VALUES - BIOFILTRATION AND RETENTION SYSTEM
Contract No. CIP ______ITEM ITEM DESCRIPTION UNIT QUANTITY VALUE AMOUNT
1 Detention Vault, 7'x15'x7' EA
2 Galvanized Orifice Steel Plate EA
3 Concrete Check Dam CY
4 3/4" Crushed Stone Base, 3" Thick TON
5 1-1/2” Crushed Rock CF
6 Engineered Soil, 18" min depth CY
7 Replace AC pavement w/ base CY
8 PVC pipe, 6", incl trenching LF
9 Perforated PVC pipe, 6" incl trenching LF
10 Excavation for retention vaults CY
11 Backfill excavated material CY
12 Haul away CY
13 Trenching and backfill LF
14 Inserta-Tee EA
15 6" Cleanout EA
16 Vapor Barrier, 6 mil SF
17 Geotextile Fabric SF
18 Impermeable Liner, 30 mil SF
19 Permavoid PV-150 System CF
20 6” Overflow Riser EA TOTAL LUMP SUM COST:
END OF SECTION 01350
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 173 January 23, 2018 SECTION 01360
ADJUST TO NEW FINISHED GRADE
01360-1 SCOPE
All pavement markings shall conform to Section 15 of the Department of Transportation State of California (Caltrans) Standard Specifications 2015 Edition, and the Plans, with special attention directed to the Site Plans and Grading Plans, which the structures to be adjusted to finished grade elevations, and the finished grade elevations.
01360-2 MEASUREMENT AND PAYMENT
Adjust to New Finished Grade utilities, including SS Interceptor, SS Cleanout, Water Meter, and Blow-Off Value, 4” shall be measured and paid for per each and shall include full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals, and for doing all the work involved and necessary to construct Tactile Warning, complete in place, including placement, installation, removal and disposal of extraneous and surplus materials, and all other features and work as necessary to complete this work, as shown on the project Plans, as Specified in the Standard Specification and these Special Provision, and as directed by the Engineer.
END OF SECTION 01340
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 174 January 23, 2018 SECTION 01370
CATCH BASIN AND CURB INLET CARTRIDGES
01370-1 SCOPE
Contractor shall furnish and install Catch Basin and Curb Inlet Cartridges of the type, size, and location defined on the drawings, in accordance with the requirements of these Special Provisions. Each cartridge shall be complete with all necessary fittings, structures, and encasement, to provide a functional installation.
Contractor shall remove all debris in existing inlet/catch basins prior to installation of cartridges. All debris must be removed and disposed of per these Special Provisions.
01370-2 CONSTRUCTION MATERIALS
Contractor to install Contech StormFilter Steel Catch Basin Cartridge/StormFilter Steel Curb Inlet Cartridge, or approved equal, in strict conformance with the details supplied by the Manufacturer. See Appendix C for Manufacturer Specifications.
01370-3 CONSTRUCTION METHODS
Contractor shall comply with all applicable OSHA requirements during debris removal and installation of Cartridges.
01370-4 MEASUREMENT AND PAYMENT
Measurement and Payment for StormFilter Steel Catch Basin 18” Cartridge and StormFilter Steel Curb Inlet 18” Cartridge shall be per each, and shall include all labor, equipment, debris removal, and materials necessary to install in place and operational as shown in the Plans, these Special Provisions and the Standard Specifications.
END OF SECTION 01370
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 175 January 23, 2018 Appendix A – TruVision Camera, NVR, and Ethernet Extender Specifications
Riverside Transit Agency Promenade Mall Bus Stop Expansion Project 176 January 23, 2018 Video Surveillance
H.265 IP Dome Cameras Series 4 IP Open Standards Cameras
STANDARD FEATURES Video • 2MPx, 3MPx or 5MPx resolution options • H.265 and/or H.264 compression with triple-streaming capability OVERVIEW • E xtended zoom and IR range The TruVision H.265 IP Megapixel Dome cameras by Interlogix bring • Motorized varifocal lens technology that provides remote autofocus state of-the-art, high-definition pictures to the mass video surveillance • P SIA and ONVIF Profile G and S open communications standards market and leverages the latest H.265 video compression compatibility technology. With camera resolutions of 2, 3 or 5 megapixel, these Video Enhancement cameras provide the flexibility for a wide variety of applications. • True Day/Night functionality and infrared illuninators Equipped with advanced technology and signal processing capability, these cameras also effectively capture video under • U p to 120 dB of Wide Dynamic Range (WDR) performance for challenging conditions. contrasting lighting environments • R OI (Region of Interest), Hallway View, Mirror, De-Fog and The H.265 IP Megapixel Dome cameras can utilize H.265 or H.264 Electronic Image Stabilization compression with triple-streaming capability to provide even greater Advanced Alarm Intelligence flexibility for managing bandwidth and storage usage. Memory card • Integrated Motion Detection and Privacy Masking recording also protects data in the event of network disruptions. • F ace detection, audio exception detection, intrusion detection, These cameras go above and beyond standard motion detection defocus detection, scene change detection, cross line detection, with enhanced alarm capabilities, including cross line, intrusion, advanced motion detection, region entrance detection, region exit defocus and face detection features. A Region of Interest function detection, object removal, object left behind, object counting ensures specific portions of an image are given priority during • A larm inputs and outputs provide easy notification and control of instances of high network traffic or network degradation. Using events the motorized varifocal lens technology, users can remotely adjust Edge Recording the varifocal lens length and focus the camera with the touch of a • E dge recording on up to 128GB micro SD/SDXC card for video button. Select models also feature Super Low Light technology, playback (Card not included) which provides a clear image in low lighting conditions. The H.265 IP Megapixel Dome cameras are also user-configurable to best suit the Installation and Environment installation environment. • Vandal-resistant housings and polycarbonate bubbles • A nalog BNC video out connection • T ruVision Device Manager program with fast and easy access to newly added system devices • UL approved Warranty • 3 -year warranty
interlogix.com/truvision Dimensional Diagrams
TVD-5401, TVD-5402, TVD-5403 Indoor Mini Dome Camera