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Home My WebLink AboutBid 20-09-01 Golden Shores Street Lighting Bid Package City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 1 Invitation to Bid Goods & Services Golden Shores Street Lighting Invitation to Bid No. 20-09-01 Advertisement Date: Tuesday, October 13, 2020 Mandatory Pre-Bid Conference: Tuesday, October 27, 2020 at 11:00 AM All Questions Due: Wednesday, October 28, 2020 by 5:00 PM Submission due date: Tuesday, November 10, 2020 at 2:30 PM Submit to: Sunny Isles Beach Government Center City Clerk 18070 Collins Avenue, 4th Floor Sunny Isles Beach, Florida 33160 City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 2 TABLE OF CONTENTS Table of Contents Page 2 Legal Advertisement/Notice to Bidder Page 3 Instructions to Bidder / General Terms Section 1 Page 4 Special Terms & Conditions Section 2 Page 10 Scope of Work / Technical Specifications Section 3 Page 18 Bid Reponses Format Section 4 Page 20 Invitation to Bid & Bid Forms Section 5 Page 27 Acknowledgement of Addenda Section 6 Page 29 Exhibit A Project Specifications Affidavits Non-Collusive Affidavit Public Entity Crimes Equal Opportunity / Affirmative Action Statement Conflict of Interest Statement Dispute Disclosure Form Anti-Kickback Affidavit Anti-Boycott Certification Performance Bond Bid Bond City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 3 LEGAL ADVERTISEMENT NOTICE TO BIDDER NOTICE IS HEREBY GIVEN that the City of Sunny Isles Beach is seeking sealed Bids for the following work as specified. Golden Shores Street Lighting Invitation to Bid No. 20-09-01 The Bid Specifications for this Invitation to Bid are available from DemandStar by calling (800) 711-1712 or by accessing their website at www.demandstar.com. The Bid Specifications may also be examined at the City of Sunny Isles Beach – Office of the City Clerk. Vendors who obtain the Bid Specifications from sources other than DemandStar or the City of Sunny Isles Beach are cautioned that their Bid response package may be incomplete. Addenda will be posted and disseminated by DemandStar at least five days prior to the submittal date to all vendors who are listed on the official list. The City will not accept incomplete Bids. Bids shall be on a unit price basis; segregated Bids will not be accepted. Attendance at pre-bid conference is mandatory, to be held on October 27, 2020 at 11:00 a.m., at Government Center, 1st Floor Conference Room. Sealed Bids must be received by the City Clerk no later than 2:30 PM, on Tuesday, 11/10/2020 at the Sunny Isles Beach Government Center located at 18070 Collins Avenue, 4th floor, Sunny Isles Beach, Florida, 33160. Bids received after this time will not be considered. The City is under no obligation to return Bids. Timely submitted Bids will be opened publicly and read aloud at this time. The envelope containing the sealed Bid must be clearly marked: “IMPORTANT, BID ENCLOSED” Bid No. 20-09-01 Golden Shores Street Lighting OPENING DATE AND TIME: Tuesday, 11/10/2020 at 2:30 PM The Owner reserves the right to reject any or all Bids, with or without cause, to waive technical errors and informalities, and to accept the Bid, which best serves the interest of, and represents the best value to, the Owner in conformity with the criteria set forth in Section 62-8 of the Code of Ordinances of the City of Sunny Isles Beach. All questions regarding Invitation to Bid No. 20-09-01 shall be directed in writing to Mauricio Betancur, CMC, City Clerk, prior to the deadline mentioned above. Questions may be submitted via email to: MBetancur@sibfl.net or via facsimile (305) 792-1563 or via regular mail at: Mauricio Betancur, MMC, City Clerk, City of Sunny Isles Beach, 18070 Collins Avenue, Sunny Isles Beach, FL 33160. Pursuant to Florida Statutes 119.071, sealed bids, proposals or replies by an agency pursuant to a competitive solicitation are exempt from inspection until such time as the agency provides notice of an intended decision or until thirty (30) days after the opening of the bids, proposals, or final replies, whichever is earlier. City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 4 SECTION 1 INSTRUCTIONS TO BIDDER / GENERAL TERMS AND CONDITIONS THESE INSTRUCTIONS ARE STANDARD FOR ALL BID COMMODITIES/SERVICES ISSUED BY THE CITY OF SUNNY ISLES BEACH. THE CITY OF SUNNY ISLES BEACH MAY DELETE, SUPERSEDE OR MODIFY ANY OF THESE STANDARD INSTRUCTIONS FOR A PARTICULAR CONTRACT BY INDICATING SUCH CHANGE IN SPECIAL INSTRUCTIONS TO BIDDERS OR IN THE BID SHEETS. ANY AND ALL SPECIAL CONDITIONS THAT MAY VARY FROM THE GENERAL CONDITIO0NS SHALL HAVE PRECEDENCE. BIDDER AGREES THAT THE PROVISIONS INCLUDED WITHIN THIS BID OR RFP SHALL PREVAIL OVER ANY CONFLICTING PROVISION WITHIN ANY STANDARD FORM CONTRACT OF THE BIDDER REGARDLESS OF ANY LANGUAGE IN BIDDER’S CONTRACT TO THE CONTRARY. 1.1 CLARIFICATION/EXPLANATION/QUESTIONS: Any questions concerning the Bid Specifications or any required need for clarification must be made to Mauricio Betancur, CMC, City Clerk via email to: MBetancur@sibfl.net or via facsimile (305) 792-1563 or via regular mail at: Mauricio Betancur, CMC, City Clerk, City of Sunny Isles Beach, 18070 Collins Avenue, Sunny Isles Beach, FL 33160. Such requests for clarification/explanation or questions must be made in writing to Mauricio Betancur, CMC, City Clerk, at least five (5) business days prior to the date of the Bid opening. Interpretations or clarifications considered necessary by the City will be issued by addenda and posted/disseminated by DemandStar (www.demandstar.com) to all parties listed on the official plan holders’ list as having received the Bid documents. Only questions answered by written addenda shall be binding. Oral interpretations or clarifications shall be without legal effect. No plea of ignorance or delay or required need of additional information shall exempt a Proposers from submitting their Bid on the required date and time as publicly noted. 1.2 PLAN HOLDER’S LIST: As a convenience to vendors, the City of Sunny Isles Beach has made available via internet lists of all plan holders for each Invitation to Bid, Invitation to Bid, and request for qualifications. The information is available on-line at www.demandstar.com or by calling the Office of the City Clerk at (305) 792-1703. 1.3 ADDENDA TO SPECIFICATIONS: If any addenda are issued after the initial specifications are released, the City will post and disseminate the addenda through DemandStar. For those projects with separate plans, blue prints, or other materials that cannot be accessed through the internet, the Office of the City Clerk will make good faith effort to ensure that all registered proposers (those who have been registered as receiving a Bid package) receive the documents. It is the responsibility of the vendor prior to the submission of any Bid to check the above website or contact the Office of the City Clerk at (305) 792-1703 to verify any addenda issued. The receipt of all addenda must be acknowledged on the Bid Response Sheet. 1.4 SPECIAL ACCOMMODATIONS: Any person requiring a special accommodation at a Pre-Bid Conference or Bid/RFP/RFQ opening because of a disability should call the Office of the City Clerk at (305) 792-1703 at lease five (5) days prior to the Pre-Bid Conference or Bid/RFP/RFQ opening. If you are hearing or speech impaired, please contact the Office of the City Clerk by calling the City of Sunny Isles Beach using the Florida Relay Service which can be reached at 1(800) 955-8771 (TDD). 1.5 PUBLIC ENTITY CRIMES STATEMENT: Pursuant to the provisions of paragraph (2) (a) of section 287.133, Florida statutes -"a person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a Bid on a contract to provide any goods or services to a public entity, may not submit a Bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit Bids on leases of real property to a public entity, may not be awarded to perform work as a Contractor, supplier, sub-Contractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in section 287.107, for category two for a period of 36 months from the date of being placed on the convicted vendor list”. 1.6 BID DEADLINE: Bids must be submitted no later than the time and date shown within this document. 1.7 SEALED BID: The entire Bid Response Package shall be placed in an opaque envelope (with all items listed on the Bid checklist form and all other items required within this Invitation to Bid must be executed) and submitted in a sealed envelope. 1.8 BID EXECUTION, SIGNATURES, ERASURE/CORRECTION: All Bids shall be signed in blue ink. All price quotes shall be typewritten or printed with ink. All corrections made by the proposers prior to the opening must be initialed and dated by the proposers. No changes or corrections will be allowed after Bids are opened. Bids must contain an original, manual signature of an authorized representative of the company. 1.9 WITHDRAWAL OF BIDS: Proposers may withdraw Bids only by written request and shall forward the withdrawal request via “Certified U.S. Mail – Return Receipt Requested” prior to the Bid opening time. Negligence on the part of the Proposers in preparing the Bid confers no right for the withdrawal of the Bid after it has been opened. 1.10 BID OPENING: Bids will be opened publicly at the time and place stated in the Notice to Bidder. It is the responsibility of the proposers to insure that the Bid reaches the Office of the City Clerk on or before the closing hour and date stated on the Invitation to Bid. After the Bid opening, the contents of the Bid Form will be made public for the information of vendors and other interested parties who may be present either in person or by representative. Bids that are received after the Bid opening time will not be considered and will not be returned. 1.11 EVALUATION OF BIDS: The City, at its sole discretion, reserves the right to inspect any/all Proposers facilities to determine their capability of meeting the requirements for the Contract. Also, price, responsibility, and responsiveness of the Proposers, the financial position, experience, staffing, equipment, materials, references, and past history of service to the City and/or with other units of state, and/or local governments in Florida, or comparable private entities, will be taken into consideration in the Award of the Contract. 1.11.1 Hold Harmless: All Proposer’s shall hold the City, it's officials and employees harmless and covenant not to sue the City, it's officials and employees in reference to their decisions to reject, award, or not award a Bid, as applicable. 1.11.2 Cancellation: Failure on the part of the Proposers to comply with the conditions, specifications, City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 5 requirements, and terms as determined by the City, shall be just cause for cancellation of the Award. 1.11.3 Disputes: If any dispute concerning a question of fact arises under the Contract, other than termination for default or convenience, the Contractor and the City department responsible for the administration of the Contract shall make a good faith effort to resolve the dispute. If the dispute cannot be resolved by agreement, then the department with the advice of the City Attorney shall resolve the dispute and send a written copy of its decision to the Contractor, which shall be binding on both parties. 1.12 AGREEMENT: After the Bid award, the City will, at its option, prepare an Agreement specifying the terms and conditions resulting from the award of this Bid. The vendor will have ten (10) calendar days after notification of the award by the City to execute the Agreement and provide the required Performance Bond. The Proposers who has the Contract awarded to them and who fails to execute the Agreement and furnish the Performance Bond and Insurance Certificates within the specified time shall forfeit the Bid Security that accompanied their Bid, and the Bid Security shall be retained as liquidated damages by the City, and it is agreed that this sum is a fair estimate of the amount of damages the City will sustain in case the Proposers fails to enter into the Contract and furnish the Bonds as herein before provided. Bid Security deposited in the form of a cashier’s check drawn on a local bank in good standing shall be subject to the same requirements as a Bid Bond. The performance of the City of Sunny Isles Beach of any of its obligations under the agreement shall be subject to and contingent upon the availability of funds lawfully expendable for the purposes of the agreement for the current and any future periods provided for within the Bid specifications. 1.13 PAYMENTS: Payment will be made after commodities/services have been received, accepted, and properly invoiced as indicated in the contract and/or purchase order. Invoices must bear the purchase order number. 1.14 BRAND NAMES: If a brand name, make, of any "or equal" manufacturer trade name, or vendor catalog is mentioned whether or not followed by the words "approved equal" it is for the purpose of establishing a grade or quality of material only. Vendor may offer equals with appropriate identification, samples, and/or specifications on such item(s). The City shall be the sole judge concerning the merits of items Bid as equals. 1.15 MATERIAL: Material(s) delivered to the City under this Bid shall remain the property of the seller until accepted to the satisfaction of the City. In the event materials supplied to City are found to be defective or do not conform to specifications, the City reserves the right to return the product(s) to the seller at the seller’s expense. 1.16 SAMPLES: Samples of items, when required, must be furnished by the Proposers free of charge to the City. Each individual sample must be labeled with the Proposers name and manufacturer's brand name and delivered by them within ten (10) calendar days of Proposers receipt of the “Notice to Proceed”, unless schedule indicates a different time. If samples are requested subsequent to the Bid opening, they should be delivered within ten (10) calendar days of the request. The City will not be responsible for returning samples. 1.17 QUANTITY GUARANTY: No guaranty or warranty is given or implied by the City as to the total amount that may or may not be purchased from any resulting Contract or Award. These quantities are for Bid purposes only and will be used for tabulation and presentation of the Bid. The City reserves the right to increase or decrease quantities as required, even significantly. The prices offered herein and the percentage rate of discount applies to other representative items not listed in this Bid. 1.18 GOVERNMENTAL RESTRICTIONS ON MATERIALS: In the event any governmental restrictions may be imposed which would necessitate alteration of the material quality, workmanship, or performance of the items offered on this Bid prior to their delivery, it shall be the responsibility of the successful Proposers to notify the City at once, indicating in their letter the specific regulation which required an alteration. The City of Sunny Isles Beach reserves the right to accept any such alteration, including any price adjustments occasioned thereby, or to cancel at no further expense to the City. 1.19 SAFETY STANDARDS: The Proposers warrants that the product(s) supplied to the City conforms in all respects to the standards set forth in the occupational safety and health act (OSHA) and its amendments. Bids must be accompanied by a materials data safety sheet (MSDS) when applicable. 1.20 WARRANTIES: Successful Proposers shall act as agent for the City in the follow-up and compliance of all items under Warranty/Guaranty and complete all forms for Warranty/Guarantee coverage under this Contract. 1.21 COPYRIGHTS/PATENT RIGHTS: Proposers warrants that there has been no violation of copyrights or patent rights in manufacturing, producing or selling of goods shipped or ordered, as a result of this Bid. The seller agrees to indemnify City from any and all liability, loss, or expense occasioned by any such violation. 1.22 LOCAL BUSINESS TAX (OCCUPATIONAL LICENSE REGISTRATION): The contractor shall be responsible for obtaining and maintaining throughout the contract period his or her city and county local business tax receipts. Each vendor submitting a Bid on this Invitation to Bid shall include a copy of the company’s local business tax/occupational license(s) with the Bid response. For information specific to City of Sunny Isles Beach local business tax/occupational licenses, please call Code Enforcement & Licensing at (305) 792- 1705. If the contractor is operating under a fictitious name as defined in Section 865.059, Florida Statutes, proof of current registration with the Florida Secretary of State shall be submitted with the Bid. A business formed by an attorney actively licensed to practice law in this state, by a person actively licensed by the Department of Business and Professional Regulations or the Department of Health for the purpose of practicing his or her licensed profession, or by any corporation, partnership, or other commercial entity that is actively organized or registered with the Department of State shall submit a copy of the current licensing from the appropriate agency and/or proof of current active status with the Division of Corporations of the State of Florida. 1.23 LIABILITY, INSURANCE, PERMITS AND LICENSES: Proposers shall assume the full duty, obligation, and expense of obtaining all necessary licenses, permits, inspections, and insurance required. The Proposers shall be liable for any damages or loss to the City occasioned by negligence of the Proposers (or their agent) or any person the Proposers has designated in the completion of their contract as a result of the Bid. Contractor shall be required to furnish a copy of all licenses, certificates of competency or other licensor requirements necessary to practice their profession as required by Florida State Statute, Miami-Dade County, and City of Sunny Isles Beach Code. Contractors shall include current Miami- Dade County Certificates of Competency. These documents shall be furnished to the City along with the Bid response. Failure to furnish these documents or to have required licensor will be grounds for rejecting the Bid. City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 6 1.24 CERTIFICATE(S) OF INSURANCE: Proposers shall furnish to the Office of the City Clerk, City of Sunny Isles Beach, 18070 Collins Avenue, Sunny Isles Beach, Florida 33160, certificate(s) of insurance which indicate that insurance coverage has been obtained from an insurance company authorized to do business in the State of Florida or otherwise secured in a manner satisfactory to the City, for those coverage types and amounts listed in this document, in an amount equal to 100% of the requirements and shall be presented to the City prior to issuance of any Contract(s) or Award(s) Document(s). The City of Sunny Isles Beach shall be named as "additional insured" with respect to this coverage. The required certificates of insurance shall not only name the types of policies provided, but shall also refer specifically to this Bid and section. At the time of Bid submission the Proposers must submit certificates of insurance as outlined in the General Conditions section. All required insurances shall name the City of Sunny Isles Beach as additional insured and such insurance shall be issued by companies authorized to issue insurance in the State of Florida. It shall be the responsibility of the Proposers and insurer to notify the City Manager of the City of Sunny Isles Beach of cancellation, lapse, or material modification of any insurance policies insuring the Proposers, which relate to the activities of such vendor and the City of Sunny Isles Beach. Such notification shall be in writing, and shall be submitted to the City finance support service director thirty (30) days prior to cancellation of such policies. This requirement shall be reflected on the certificate of insurance. Failure to fully and satisfactorily comply with the city's insurance and bonding requirements set forth herein will authorize the City Manager to implement a rescission of the Bid award without further City Commission action. The Proposers hereby holds the City harmless and agrees to indemnify City and covenants not to sue the City by virtue of such rescission. 1.25 ASSIGNMENT: The Contractor shall not transfer or assign the performance required by this Bid without prior written consent of the City Manager. Any award issued pursuant to the Invitation to Bid and monies which may be due hereunder are not assignable except with prior written approval of the City Manager. Further, in the event that the majority ownership or control of the Contractor changes hands subsequent to the award of this contract, Contractor shall promptly notify City in writing (via United States Postal Service – Certified Mail, Return Receipt Requested) of such change in ownership or control at least thirty (30) days prior to such change and City shall have the right to terminate the contract upon sixty (60) days written notice, at City’s sole discretion. 1.26 HOLD HARMLESS/INDEMNIFICATION: The Contractor shall indemnify, hold harmless, and defend the City of Sunny Isles Beach, it's officers, agents and employees from and against any claims, demands or causes of action of whatsoever kind or nature arising out of error, omission, negligent act, conduct, or misconduct of the Contractor, their agents, servants or employees in the provision of goods or the performance of services pursuant to this Bid and / or from any procurement decision of the City including without limitation, awarding the Contract to the Contractor. 1.27 NON-CONFORMANCE TO CONTRACT: The City of Sunny Isles Beach may withhold acceptance of, or reject items which are found upon examination, not to meet the specification requirements. Upon written notification of rejection, items shall be removed within (5) calendar days by the vendor at their own expense and redelivered at their expense. Rejected goods left longer than thirty (30) calendar days will be regarded as abandoned and the City shall have the right to dispose of them as its own property. Rejection for non-conformance or failure to meet delivery schedules may result in the Contractor being found in default. 1.28 DEFAULT PROVISION: In case of default by the Proposers, the City of Sunny Isles Beach may procure the articles or services from other sources and hold the Proposers responsible for any excess costs occasioned or incurred thereby. 1.29 SECONDARY/OTHER VENDORS: The City reserves the right in the event the primary vendor cannot provide an item(s) or service(s) in a timely manner as requested, to seek other sources without violating the intent of the Contract. 1.30 DEFINITIONS: Wherever used in these General Conditions or in the other Contract Documents, the following terms shall have the meaning indicated which shall be applicable to both the singular and plural thereof: Acceptance: Acceptance by the City of the Work as being fully complete in accordance with the Contract Documents subject to waiver of claims. Agreement: The written Agreement between the City and the Contractor covering the Work to be performed, which includes the Contract Documents. Addenda: Written or graphic instruments issued prior to the Bid Opening which modify or interpret the Contract Documents, Drawings and Specifications, by addition, deletions, clarifications or corrections. Approved: Means approved by the City. Bid: The offer of the Proposers submitted on the prescribed form setting forth the prices for the Work to be performed. Proposers: Any person, firm or corporation submitting a Bid for Work. Bonds: Bid, performance bond and other instruments of security, furnished by the Contractor and their surety in accordance with the Contract Documents and in accordance with the law of the State of Florida. Change Order: A written order to the Contractor signed by the City authorizing an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Time issued after execution of the Agreement. City: City of Sunny Isles Beach, 18070 Collins Avenue, Sunny Isles Beach, Florida 33160. Contract Documents: Contract Documents shall include, Instructions to Proposers, Contractor's Bid, the Bonds, the Notice of Award, the Agreement between the City and Contractor as well as any addenda thereto, these General Conditions, Special Conditions, the Technical Specifications, Drawings and Modifications, Notice to Proceed, Invitation to Bid, Insurance Certificates, Change Orders and Acknowledgment of Conformance with the City of Sunny Isles Beach. Contract Price: The total monies payable to the Contractor under the Contract Documents. City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 7 Contract Time: The number of calendar days stated in the Agreement for the completion of the Work. Contracting Officer: The individual who is authorized to sign the contract documents on behalf of the City’s governing body. Contractor: The person, firm or corporation with whom the City has executed this Agreement. Day: A calendar day of twenty-four hours measured from midnight to the next midnight. Field Order: A written order issued by the City which clarifies or interprets the Contract Documents or orders minor changes in the Work. Modification: Modification means any one of the following: (a) a written amendment of the Contract Documents signed by both parties, (b) a Change Order, (c) a written clarification or interpretation if issued by the City, or (d) a written order for minor change or alteration in the Work issued by the City. A modification may only be issued after execution of the Agreement. Notice of Award: The written notice by City to the apparent successful Proposers stating that upon compliance with the conditions precedent to be fulfilled by him within the time specified, City will execute and deliver the Agreement to him. Samples: Physical examples which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. Specifications: Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as applied to the Work. Statement of Services: The form furnished by the City which is to be used by the Contractor in requesting progress payments. Supplier: Any person or organization who supplies materials or equipment for the Work, including that fabricated to a special design, but who does not perform labor at the site. Work: Any and all obligations, duties and responsibilities necessary to the successful completion of the Project assigned to or undertaken by Contractor under the Contract Documents, including all labor, materials, equipment and other incidentals, and the furnishing thereof. Written Notice: The term “Notice” as used herein shall mean and include all written notices, demands, instructions, claims, approvals and disapproval’s required to obtain compliance with Contract requirements. Written notice shall be deemed to have been duly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or to an authorized representative or such individual, firm, or corporation, or if delivered at or sent by registered mail to the last business address known to them who gives the notice. Unless otherwise stated in writing, any notice to or demand upon the City under this Contract shall be delivered to the City. 1.31 BID AWARD: The City reserves the right to reject any and all Bids at its sole discretion. Bids shall be awarded by the City after the City performs all necessary searches, inquiries, exploration, and analysis of the Bids. The Bid shall be awarded to the lowest responsible and responsive proposer whose Bid best serves the interests of and represents the best value to the City in conformity with the criteria set forth in Section 62-8 of the City Code. No Notice of Award will be given until the City has concluded any investigation(s) as they deem necessary to establish the Proposer’s capability to perform the Services as described in this RFP, ITB, RFQ or ITQ, as substantiated by the required professional experience, client references, technical knowledge and qualifications; and sufficient labor and equipment to comply with the City’s established standards, as well as the financial capability of the Proposer to perform the Work in accordance with the Contract Documents to the satisfaction of the City within the time prescribed. The City reserves the right to reject the Bid of any Proposers on the basis of these queries and investigations and who does not meet the City’s satisfaction, even though the firm may be the lowest dollars and cents Bid. In analyzing Bids, the City will also take into consideration client references, past work experience and work product, proven ability to satisfactorily perform. If the Contract is awarded, the City will issue the Notice of Award and give the successful Proposers a Contract for execution within ninety (90) days after opening of Bids. The City specifically reserves the right to award the contract to a proposer who is not necessarily the lowest dollars and cents proposers on the basis of the results of these queries and investigation(s). 1.32 EXECUTION OF AGREEMENT: At least four counterparts of the Agreement, the Performance Bond, the Certificates of Insurance and such other Documents as required by the Contract Documents shall be executed and delivered by Contractor to the City within ten (10) calendar days of receipt of the Notice of Award. 1.33 LAWS AND REGULATIONS: The Contractor will give all notices and comply with all laws, ordinances, rules and regulations applicable to the Work. If the Contractor observes that the Specifications are at variance therewith, they will give the City prompt written notice thereof, and any necessary changes shall be adjusted by an appropriate modification. If the Contractor performs any Work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the City, they will bear all costs arising wherefrom. 1.34 TAXES: The City of Sunny Isles Beach is exempt from sales tax imposed by the State and/or Federal Government. Florida Sales Tax Exemption No. 23-00-477131-54C appears on each purchase order. Exemption certificates are available upon request. 1.35 DUTY TO DEFEND, INDEMNIFY AND SAVE HARMLESS: In consideration of the separate sum of twenty-five dollars ($25.00) and other valuable consideration, the Contractor shall defend, indemnify and hold harmless the City, its officers, agents and employees, from or on account of any injuries or damages, received or sustained by any person or persons during or on account of any operations connected with the Work described in the Contract Documents, or by or in consequence of any negligence in connection with the same; or by use of any improper materials or by or on City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 8 account of any act or omission of the said Contractor or his Sub- Contractor, agents, servants or employees. The Contractor will defend, indemnify and hold harmless the City and their agents or employees from and against all claims, damages, losses and expenses including attorneys' fees arising out of or resulting from the performance of the Work, provided that any such claim damage, loss or expense (a) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than Work itself) including the loss of use resulting wherefrom and (b) is caused in whole or in part by any negligent act or omission of the Contractor, Sub-Contractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused by a party indemnified hereunder. In the event that a court of competent jurisdiction determines that Sec. 725.06 (2), F.S. is applicable to this Work, then in lieu of the above provisions of this section the parties agree that Contractor shall indemnify, defend and hold harmless the City, their officers and employees, to the fullest extent authorized by Sec. 725.06 (2) F.S., which statutory provisions shall be deemed to be incorporated herein by reference as if fully set forth herein. In the event that any action or proceeding is brought against City by reason of any such claim or demand, Contractor, upon written notice from City shall defend such action or proceeding by counsel satisfactory to City. The indemnification provided above shall obligate Contractor to defend at its own expense or to provide for such defense, at City’s option, any and all claims of liability and all suits and actions of every name and description that may be brought against City, excluding only those which allege that the injuries arose out of the sole negligence of City, which may result from the operations and activities under this Contract whether the Work be performed by Contractor, its Sub-Contractors, or by anyone directly or indirectly employed by either. 1.36 DECISIONS ON DISAGREEMENTS: The City will be the initial interpreter of the Technical Specifications. 1.37 CITY MAY TERMINATE: If the Contractor is adjudged bankrupt or insolvent, or if they make a general assignment for the benefit of their creditors, or if a trustee or receiver is appointed for the Contractor or for any of their property, or if they file a petition to take advantage of any debtor’s act, or to reorganize under bankruptcy or similar laws, or if they repeatedly fails to supply sufficient skilled workmen or suitable materials or equipment, or if they repeatedly fail to make prompt payments to Sub-Contractors or for labor, materials or equipment or they disregard laws, ordinances, rules, regulations or orders of any public body having jurisdiction, or if they disregard the authority of the City, of if they otherwise violate any provision of, the Contract Documents, then the City may, without prejudice to any other right or remedy and after giving the Contractor and the surety ten (10) days written notice, terminate the services of the Contractor and take possession of the Project and of all materials, equipment, tools, construction equipment and machinery thereon owned by the Contractor, and finish the Work by whatever method they may deem expedient. In such case the Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds the direct and indirect costs of completing the Project, including compensation for additional professional services, such excess shall be paid to the Contractor. If such costs exceed such unpaid balance, the Contractor will pay the difference to the City. Such costs incurred by the City will be determined by the City and incorporated in a Change Order. If after termination of the Contractor under this Section, it is determined by a court of competent jurisdiction for any reason that the Contractor was not in default, the rights and obligations of the City and the Contractor shall be the same as if the termination had been issued pursuant to this document. 1.37.1 Where the Contractor’s services have been so terminated by the City said termination shall not affect any rights of the City against the Contractor then existing or which may thereafter accrue. Any retention or payment of moneys by the City due the Contractor will not release the Contractor from liability. 1.37.2 Upon ten (10) days written notice to the Contractor, the City may, without cause (termination for convenience) and without prejudice to any other right or remedy, elect to terminate the Agreement. In such case, the Contractor shall be paid for all Work executed and accepted by the City as of the date of the termination. No payment shall be made for profit for Work which has not been performed. 1.38 MISCELLANEOUS: Proposers acknowledge the following miscellaneous conditions: 1.38.1 Whenever any provision of the Contract Documents requires the giving of written notice it shall be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to them who gives the notice. 1.38.2 The Contract Documents shall remain the property of the City. The Contractor shall have the right to keep one record set of the Contract Documents upon completion of the Project. 1.38.3 The duties and obligations imposed by these General Conditions, Special Conditions and Supplemental Conditions and the rights and remedies available hereunder, and, in particular but without limitation, the warranties, guarantees and obligations imposed upon Contractor and those in the Special Conditions and the rights and remedies available to the City, shall be in addition to, and shall not be construed in any way as a limitation of, any rights and remedies available by law, by special guarantee or by other provisions of the Contract Documents. 1.38.4 Should the City or the Contractor suffer injury or damage to its person or property because of any error, omission, or act of the other or of any of their employees or agents or others for whose acts they are legally liable, claim shall be made in writing to the other party within a reasonable time of the first observance of such in jury or damage. 1.39 WAIVER OF JURY TRIAL: City and Contractor knowingly, irrevocably voluntarily and intentionally waive any right either may have to a trial by jury in State or Federal Court proceedings in respect to any action, proceeding, lawsuit or counterclaim based upon the Contract Documents or the performance of the Work there under. 1.40 GOVERNING LAW: The Contract shall be construed in accordance with and governed by the law of the State of Florida. 1.41 VENUE: Venue of any action to enforce the Contract Documents shall be in Miami-Dade County, Florida. 1.42 ARBITRATION: It is the intention of the parties that whenever possible, if a dispute or controversy arises hereunder then such dispute or controversy shall be settled by arbitration in accordance with the procedures, rules and regulations of the American Arbitration Association. The decision rendered by the Arbitrator shall be final and binding upon the parties and judgment upon the award rendered by the arbitrator may be entered in any court having jurisdiction. Arbitration shall be held in Miami-Dade County, Florida. All costs of arbitration and attorneys’ fees incurred by the parties shall be paid by the non- City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 9 prevailing party or, if neither party prevails on the whole, each party shall be responsible for a portion of the costs of arbitration and their respective attorneys’ fees as may be determined by the court on confirmation. 1.43 PROJECT RECORDS: City shall have right to inspect and copy during regular business hours at City’s expense, the books and records and accounts of Contractor which relate in any way to the Project, and to any claim for additional compensation made by Contractor, and to conduct an audit of the financial and accounting records of Contractor which relate to the Project. Contractor shall retain and make available to City all such books and records and accounts, financial or otherwise, which relate to the Project and to any claim for a period of three years following final completion of the Project. During the Project and the three year period following final completion of the Project, Contractor shall provide City access to its books and records upon five days written notice. 1.44 SEVERABILITY: If any provision of the Contract or the application thereof to any person or situation shall to any extent, be held invalid or unenforceable, the remainder of the Contract, and the application of such provisions to persons or situations other than those as to which it shall have been held invalid or unenforceable shall not be affected thereby, and shall continue in full force and effect, and be enforced to the fullest extent permitted by law. 1.45 INDEPENDENT CONTRACTOR: The Contractor is an independent Contractor under the Contract. Services provided by the Contractor shall be by employees of the Contractor and subject to supervision by the Contractor, and not as officers, employees, or agents of the City. Personnel policies, tax responsibilities, social security and health insurance, employee benefits, purchasing policies and other similar administrative procedures, applicable to services rendered under the Contract shall be those of the Contractor. End of Section City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 10 Section 2 Special Terms and Conditions 2.1 PURPOSE OF BID The Golden Shores neighborhood is located in the City of Sunny Isles Beach “City” or “Owner”. The City is seeking a qualified “Contractor” to provide street lighting throughout the neighborhood. The project involves removal of existing light poles, furnish and install new light poles, and related restoration. There is a planned future project (by others) in this neighborhood that will involve conversion of overhead utilities to underground. Contractor shall be responsible for obtaining applicable permits. 2.2 PRE-BID CONFERENCE (MANDATORY): A Mandatory pre-bid conference will be held on October 27, 2020 at 11:00 AM at Sunny Isles Beach Government Center, 18070 Collins Avenue, Sunny Isles Beach, FL 33160; 1st Floor Conference Room to discuss the special conditions and specifications included within this solicitation. Those who fail to attend this mandatory pre-bid conference will not be considered by the City and their bid will be determined non-responsive. Bidders are requested to bring this solicitation document to the conference, as additional copies may not be available. Covid-19 precautions will be adhered to: building screening, masks, social distancing, etc. 2.3 AGENT FOR OWNER Craven Thompson & Associates, Inc. (the Consulting Engineers) shall serve as agent for The City of Sunny Isles Beach, in all matters pertaining to the work on this project. No changes in the work or extra charges to the Contract are effective until recommended by the Engineer and approved by the Owner in the form of a written change order. 2.4 TERM This contract will commence upon execution by both parties which shall be the effective date succeeding approval of the contract by the City Commission, or City Manager, unless otherwise stipulated in the Notice of Award letter. Prior to initiating the performance of any services under this Agreement, Consultant must receive a written Notice to Proceed from the City Manager prior to beginning the performance of services. The contract shall be contingent upon the completion and submittal of all required documents. The contract shall remain in effect for 12 months or until terminated for terms of the agreement. 2.5 OPTIONS TO RENEW NOT APPLICABLE City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 11 2.6 METHOD OF AWARD Following the review of bids, the lowest responsible, responsive bidder(s) meeting all terms, conditions, and specifications of the ITB shall be recommended for award either by bid item, bid group, or for the entirety of all bid items, as deemed in the best interest of the City. The City Manager may also reject all proposals received. In determining the lowest responsible, responsive bidder, and in addition to price, section 62-8 of the City Code provides that the City may consider the following:  The ability, capacity and skill of the bidder to perform the Contract.  Whether the bidder can perform the Contract within the time specified, without delay or interference.  The character, integrity, reputation, judgment, experience and efficiency of the bidder.  The quality of performance of previous contracts with the City and references.  The previous and existing compliance by the bidder with laws and ordinances relating to the Contract. The City reserves the right in the event the primary vendor cannot provide an item(s) or service(s) in a timely manner as requested, to award to a secondary vendor without violating the intent of this ITB or any Contract awarded. 2.7 SUB-CONTRACTORS: If one or more subcontractors are to be used, the subcontractor must be clearly identified and noted in the submittal when it is submitted. The City must approve any changes in the use of subcontractors in advance and in writing. No such approval will be construed as making the City a party to such subcontract, or subjecting the City to liability of any kind to any subcontractor. No subcontractor will under any circumstances relieve the Respondent of its liability and obligation under any resulting contract. Subcontractor is subject to the same contractual conditions as is the Respondent. The Engineer shall promptly notify the Contractor, in writing, if either the Owner or Engineer, after due investigation, has reasonable objections to any subcontractor on said list and does not accept them. Failure of the Owner or Engineer to make objection to any subcontractor on the list shall constitute acceptance of such subcontractor. After acceptance, no subcontractor shall be changed without written approval by the Owner and Engineer. 2.8 BID If the vendor is awarded a contract under this solicitation, the prices proposed by the vendor shall remain fixed and firm during the term of the contract. 2.9 BID BOND The City of Sunny Isles Beach shall require that every Proposer furnish a Bid Bond in the amount City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 12 of 5% of the total Proposal Price. 2.10 PERFORMANCE AND PAYMENT BOND The City of Sunny Isles Beach shall require the successful Bidder to furnish a Performance Bond and Payment Bond in the amount of 100% of the total Bid Price, with the City of Sunny Isles Beach as the Obligee, as security for the faithful performance of the Contract and for the payment of all persons performing labor or furnishing materials in connection herewith within ten (10) calendar days after issuance of the Notice of Award by the City. The Performance and Payment Bond shall continue in effect through the contract term. The bonds shall be with a surety company authorized to do business in the State of Florida and having been in business with a record of successful continuous operation for at least five (5) years. The Performance Bond shall guarantee all work and materials furnished under the Contract including losses resulting from defects in the materials or improper performance of Work under the Contract that may appear or be discovered during performance of the Work or during any applicable warranty period after completion of all Work, and for latent defects, during the time periods set forth in section 95.11(3)(c), Florida Statutes. The Payment Bond shall stay in effect until the time required by section 255.05, Florida Statutes, for the making of claims under such Bond, or when all claimants submitting valid claims have been paid, whichever is later. 2.11 DELIVERY & PROTECTION OF MATERIAL AND EQUIPMENT All material must be F.O.B. destination. The Contractor is solely liable and responsible for the purchase, delivery, and installation of all materials and equipment. The contractor will make all arrangements in regards to delivery, storage, installation, and warranty requirements. Contractor will be solely liable for receiving, inspecting, accepting, and replacing any damaged materials or equipment and filing any and all claim with suppliers or transporters. Contractor is responsible for the protection of all materials and equipment from adverse weather conditions, damage, deterioration, and theft until the Work has been accepted by the City. All bidders shall quote prices based on furnished and installed materials. Bidder shall hold title to the goods until such time as they are delivered to, and accepted by, an authorized City representative. 2.12 INSURANCE Comprehensive General Liability Insurance General Liability for Bodily Injury & Property Damage with limits of $1,000,000 per occurrence and $2,000,000 annual aggregate on a primary and non-contributory basis, , including the City of Sunny Isles Beach as Additional Insured, with a Waiver of Subrogation to the City and a Hold Harmless Agreement in accordance with City’s legal advisor to be included. Coverage must be offered in a form no more restrictive than the latest edition of the Comprehensive General Liability policy, City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 13 without restrictive endorsements, as filed by the Insurance Services Office, and shall specifically include the following with minimum limits not less than those required for Bodily Injury Liability and Property Damage Liability: • Premises and Operation; • Independent Contractors; • Products and/or Completed Operations Hazard; • Broad Form Property Damage;  Broad Form Contractual Coverage applicable to this specific Contract, including any hold harmless and/or indemnification agreement. • Personal Injury Coverage with Employee and Contractual Exclusions removed, with minimum limits of coverage equal to those required for Bodily Injury Liability and Property Damage Liability. • $3,000,000 Umbrella/Excess Liability over and above and following the above mentioned General Liability & Commercial Automobile Liabilities. 2.12.2 Business Automobile Liability Business Automobile Liability with minimum limits of One Million Dollars ($1,000,000.00) per occurrence combined single limit for Bodily Injury Liability and Property Damage Liability. Coverage must be afforded on a form no more restrictive than the latest edition of the Business Automobile Liability policy, without restrictive endorsements, as filed by the Insurance Services Office, and must include: • Owned Vehicles; • Hired and Non-Owned Vehicles; • Employers’ Non-City ship. Before starting the Work, the Bidder will file and make sure that all certificates of insurance required by this document and by the Contract are in the City’s possession. These certificates shall contain a provision that the coverage afforded under the policies will not be canceled or materially changed until at least thirty (30) days prior written notice has been given to the City by certified mail. The City shall be named as an additional insured on the above-referenced policies. The Bidder agrees that if any part of the Work under the Contract is sublet, they will require the Sub-Contractor(s) to carry insurance as required, and that they will require the Sub- Contractor(s) to furnish to them insurance certificates similar to those required by the City in this section. 2.12.3 Worker’s Compensation Insurance Worker's Compensation Insurance for statutory obligations imposed by Worker's Compensation or Occupational Disease Laws, including, where applicable, the United States Longshoremen's and Harbor Worker's Act, the Federal Employers’ Liability Act and the Homes Act. 4. Workers’ Compensation in accordance with Florida Statute, including Employer’s Liability of $1,000,000. Bidder agrees to be responsible for the employment, conduct and control of its employees and for any injury sustained by such employees in the course of their employment City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 14 2.12.4 Builder’s Risk Insurance – Coverage shall be “All Risk” coverage for one hundred percent (100%) of the completed value of the structure(s), building(s) or addition(s). Where contract calls for install of machinery or equipment, the policy must be endorsed to provide coverage on “All Risk” basis during transit and installation. The policy must be issued with a deductible of not more than $50,000 per claim. 2.12. Cancellation and Re-Insurance It shall be the responsibility of the bidder and insurer to notify the City Manager of the City of Sunny Isles Beach of cancellation, lapse, or material modification of any insurance policies insuring the Proposers, which relate to the activities of such vendor and the City of Sunny Isles Beach. Such notification shall be in writing, and shall be submitted to the City finance support service director thirty (30) days prior to cancellation of such policies. This requirement shall be reflected on the certificate of insurance. Failure to fully and satisfactorily comply with the city's insurance and bonding requirements set forth herein will authorize the City Manager to implement a rescission of the Bid award without further City Commission action. NOTE: THE CITY OF SUNNY ISLES BEACH, CONTRACT NUMBER AND TITLE MUST APPEAR ON EACH CERTIFICATE OF INSURANCE. THE CITY OF SUNNY ISLES BEACH MUST BE SHOWN AS AN ADDITIONAL INSURED WITH RESPECT TO THIS COVERAGE. 2.13 MONTHLY INVOICES PAYMENTS Each invoice or payment application must be accompanied by all supporting documentation and other information reasonably requested by City, including, but not limited to a Partial Release of Lien or Final Release of Lien as appropriate in the forms set forth in Chapter 713.20, Florida Statutes. Reference herein to Chapter 713, Florida Statutes is for convenience, and shall not be construed as a waiver of sovereign immunity or authority for imposition of liens against public property. Cut-off date is the close of the last business day of the month. Vendor shall submit by the 10th day of the following month vendor's completed Statement of Services/Invoice. Should the 10th fall on a weekend or holiday, Contractor shall submit his application on the next workday. Standard AIA G 702/703 format will be utilized for billing. Vendor is advised that processing of invoices must follow this schedule, as the City has funding requirements and other payment obligations which may prevent payment of late Statement of Services for that month’s billing cycle. A late Statement of Services with a recommendation for payment will be paid in the next month’s billing cycle. 2.14 COMPLIANCE WITH FEDERAL STANDARDS All items to be purchased under this contract shall be in accordance with all governmental standards, to include, but not be limited to, those issued by the Occupational Safety and Health Administration (OSHA), the National Institute of Occupational Safety Hazards (NIOSH), and the National Fire Protection Association (NFPA). City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 15 2.15 PURCHASE OF OTHER ITEMS NOT LISTED WITHIN THIS SOLICITATION BASED ON PRICE QUOTES: (section not applicable) 2.16 SAMPLES MAY BE REQUIRED DURING EVALUATION After the City opens the Bids, bidders may be required to submit a representative sample for the goods to be supplied for evaluation by, and at no cost to the City. On the basis of this analysis, the City shall be sole judge of the acceptability of the sample in conformance with the bid specifications and its decision shall be final. Any sample submitted shall create an express warranty that the whole of the goods and/or services to be provided by the bidder during the contract period shall conform to the sample submitted. The bidder shall be required to provide adequate restitution to the City, in the manner prescribed by the City, if this warranty is violated during the term of the contract. 2.17 CORRECTION OR REMOVAL OF DEFECTIVE WORK If required by City, Contractor shall promptly, as directed and at its sole expense, either correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by City, remove it from the site and replace it with non-defective Work. Contractor shall bear all direct, indirect and consequential costs of such correction or removal (including but not limited to fees and charges of engineers, architects, attorneys and other professionals) made necessary thereby. 2.18 CHANGE ORDER The Contract may only be changed by a Change Order approved by the City. Any increase or decrease in the Contract Price or adjustment in the Contract Time shall be based on written notice by the Contractor delivered promptly to the City (but in no event later than seven (7) days) after the acknowledgement or occurrence of the event giving rise to the claim and stating the general nature of the claim. Within fourteen (14) days thereafter, notice of the amount of the claim with all supporting data shall cover all amounts (direct, indirect and consequential) to which the claimant is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Price or Contract Time shall be determined by the City. The value of any Work covered by a Change Order or of any claim for an increase or decrease in the Contract Price or Contract Time shall be determined by: 1) mutual acceptance of a lump sum (which may include an allowance for overhead and profit) or 2) by application of unit prices contained in the Contract Documents to the quantities of the items involved. The City shall decide, in its sole discretion, whether to issue and agree to a Change Order, and verbal representations or instructions may not be relied upon by the Contractor. City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 16 2.19 DISCREPANCIES Should a Bidder find discrepancies or ambiguities in, or omissions from, the Drawings or Specifications, or should they be in doubt as to their meaning, they shall at once notify the City in writing. 2.20 DAMAGE TO PUBLIC OR PRIVATE PROPERTY If property (public or private) is damaged while contractor is performing work specified or is removed for the convenience of the work, it shall be repaired or replaced at the expense of the contractor in a manner acceptable to the City prior to the final acceptance of the work. Contractor will be responsible for applying and securing any permits that may be required to complete such repairs. Such property shall include but not be limited to: existing facilities and all of its components, site amenities, concrete and/or asphalt surfaces, vehicles, structures, sidewalks, curbs and gutters, driveways, utilities, etc. Contractor must provide protection necessary to prevent damage to property being repaired or replaced. If the work site has any pre-existing damage, the Contractor shall notify the Public Works/Capital Projects Department in writing. Failure to do so shall obligate the contractor to make repairs per the above section. 2.21 PUBLIC RECORDS LAW The City is subject to Chapter 119, Florida Statutes, “Public Records Law.” No claim of confidentiality or proprietary information in all or any portion of a response will be honored unless a specific exemption from the Public Law exists and is cited in the response. An incorrectly claimed exemption does not disqualify the firm, only the exemption claimed. Contractor acknowledges the public shall have access at all reasonable times, to all documents and information pertaining to City’s contracts, subject to the provisions of Chapter 119, Florida Statutes, and agrees to allow access by the City and the public to all documents subject to disclosures under applicable law. To the extent that Contractor has been provided access to or has received security sensitive information, as defined by Florida Statutes, Section 119.071 and/or has executed a Confidential Information Acknowledgement and Agreement as part of the ITB process, Contractor shall keep and maintain the security sensitive information as confidential and exempt from public disclosures as required by Florida Statutes. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE SUCCESSFUL PROPOSER’S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT CITY OF SUNNY ISLES BEACH 18070 COLLINS AVENUE, SUNNY ISLES BEACH, FL 33160. THE CITY CLERK’S OFFICE MAY BE CONTACTED BY PHONE AT (305) 792-1703 OR VIA EMAIL AT MBetancur@sibfl.net. City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 17 END OF SECTION City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 18 Section 3 Scope of Services / Technical Specifications 3.1 BACKGROUND The Golden Shores neighborhood is located in the City of Sunny Isles Beach. The City is seeking a bid to provide street lighting throughout the neighborhood. The project involves removal of existing light poles, furnish and install new light poles, and related restoration. There is a planned future project (by others) in this neighborhood that will involve conversion of overhead utilities to underground. Contractor shall be responsible for obtaining applicable permits. 3.2 SCOPE OF WORK PART 1 - GENERAL 1.1 WORK COVERED BY CONTRACT DOCUMENTS A. This contract comprises of work described in accordance with plans and specifications entitled: Golden Shores Street Lighting, Sunny Isles Beach, Florida, dated September 11, 2020, including sheets E-0 through E-36 and Project Specifications included as Exhibit ‘A’. The project involves lighting improvements within the Golden Shores neighborhood bounded on the South by 185th Street, the North by 191 Terrace, the East by Atlantic Blvd and the West by North Bay Rd within the City of Sunny Isles Beach. Improvements include furnish and install light poles complete with concrete bases, luminaires, pull boxes, trenched and trenchless installation of conduit, repair and replacement of existing improvements disturbed in providing same, and electrical service connections to a temporary power source for each street. 1.2 WORK SEQUENCE A. Construct Work in phases to accommodate Owner's Service requirements during construction period. B. Coordinate construction schedule and operations with Owner and Engineer. 1.3 CONTRACTOR USE OF SITES A. Limit use of sites for Work and for construction operations, to allow for: 1. Owner servicing areas with municipal services. 2. Work by other contractors. 3. Public access to adjacent properties. B. Limit access to construction area. City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 19 C. Coordinate use of sites under direction of Owner. 1.4 OWNER USE OF FACILITIES A. Owner will require use of roadway during entire period of construction. B. Cooperate with Owner to minimize conflict, and to facilitate Owner's servicing of area’s municipal service needs. END OF SECTION City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 20 Section 4 Bid Response Format 4.0 FORMAT Submittals shall be submitted in duplicate. Submit one (1) original, four (4) copies and one (1) electronic copy of the submittal on USB Drive or CD. All required signatures shall be manual, in blue ink of an authorized representative who has the legal authority to bind the CONTRACTOR in contractual obligations. Each page of the bid should state the name of the CONTRACTOR, the bid number, and the page number. The City reserves the right to request additional data or material to support bid. All material submitted in response to the ITB will become the property of the City. LABEL EACH SECTION AS NUMBERED The proposal must be in the following format. 1. Company Information In response to this Proposal, all Contractors must provide the following:  Name of Agency/Company (including any "Doing Business As" names)  Company Locations  Internet Web Site Address (if any)  Office address and telephone number, email address  Proof of insurance  Proposer must submit a copy of Florida Division of Corporations Sunbiz report with your company registered as active.  W9 2. Qualifications Proposer’s relevant experience, qualifications and past performance  An explanation of why the Contractor is the best qualified to perform the contract and demonstrate its qualifications including an item-by-item disclosure outlining how the Contractor meets or exceeds the requirements of this ITB.  Provide a brief introduction letter highlighting the overall experience and qualifications of the Respondent with respect to the services requested under this Solicitation. Project list demonstrating this minimum experience and shall include, at a minimum: the project, date of completion, base contract amount, number and amount of change orders, if any, the name, address, and phone number of the owner or owner’s representative familiar with the work. Specifically list any projects, either complete or underway, that are located in Miami-Dade, Broward or Palm Beach, Florida Counties. City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 21 3. Staffing Relevant experience and qualifications of key personnel, including key personnel of subcontractors, that will be assigned to this project and experience and qualifications of subcontractors • The size and experience of the company staff pool from which staff assigned to the management contract can be drawn. • The composition of the staff team that will be assigned to the contract. • The names of the employees in the area responsible for this contract • Their function in the company. • The name of the person who will be responsible for the coordination of work. • Experience and qualifications of staff and satisfactory record of performance of staff • Each Bid must identify the name(s) and address(es) of all Subcontractors, suppliers and other persons and organizations including those who are to furnish the principal items of material and equipment. If requested by City after Bid Opening and before Award, the successful bidder shall submit to City additional detail on any or all Subcontractors or Suppliers including without limitation, pertinent information regarding similar projects, and other evidence of qualification for each such Subcontractor, Supplier, other persons or organization. 4. Approach / Methodology Proposers approach methodology to providing the services requested in this solicitation  Suitability of the methodologies and approaches used in achieving tasks.  Overall organization to completing the project.  Ability to meet desired timelines and deadlines.  Work plan explaining how they intend on meeting the established deadlines.  Please submit training/safety manuals and/or methodology required by staff. 5. References Each Bidder must submit a list of three (3) references of Current and Past Customers, preferably government agencies of which they have provided services similar in scope and size of those described herein. No staff at the City of Sunny Isles Beach shall be listed as a reference. 6. Corporate Standing and Authorized Signatory Respondent must demonstrate that the company is in good standing and that the person signing this submittal is an Authorized Signatory on behalf of the respondent to sign bids, proposals, negotiate and/or sign contracts, agreements, amendments and related documents to which the respondent will be duly bound. The respondent must provide a copy of the State Certificate of good standing listing the officers of the company. If the City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 22 signatory is not one of the officers listed on the State Certificate, the respondent must provide one of the following forms of evidence of Signatory Authority with its response: a. A copy of firm’s Articles of Incorporation listing the approved signatories of the corporation; b. A copy of a resolution listing the members of staff as authorized signatories for the firm; and c. A letter from a corporate officer listing the members of staff that are authorized signatories for the firm. 7. Litigation History CONTRACTOR shall provide a summary of any litigation or arbitration that the CONTRACTOR, its parent company or its subsidiaries have been engaged in or are currently engaged in, during the past five (5) years against or involving (1) any public entity in Florida for any amount (2) any private entity for an amount greater than $100,000. The summary shall state the nature of the litigation or arbitration, a brief description of the case, the outcome or projected outcome, and the monetary amounts involved. The CITY may disqualify any CONTRACTOR it determines to be excessively litigious. 8. Forms and Attachments Enclosed Forms; Respondent must complete, sign as required, and submit the Addenda and all forms Firm’s Current Certificate(s) of Insurance; and Attach a financial statement including bidder’s latest balance sheet and income statement. City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 23 QUALIFICATION REQUEST Contractor must list projects of similar project scope fulfilling the following qualification requests: 1. List Project Management Personnel. Personnel cannot be changed without written approval. Project Manager 2. How many years has your organization been in business as a General Contractor? 3. List minimum of three (3) previous similar public Bid construction projects, include: the Contractor’s Project Manager, Project Name, Owner, Project Address, Contact person, Phone, Contract Amount, Date of Completion and Description of Work. 4. List current workload. City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 24 5. Will you subcontract any part of this work? If so, give details to major key subcontractor’s name, address, phone number and type of work to be performed. Also, indicate the percentage of the total work to be performed by the subcontractor. 8. The business is a (sole proprietorship) (partnership) (corporation) and name of owner: 9. Has your company ever been debarred or terminated for default on a government contract? 10. Although not mandatory, is your company a pre-qualified contractor through FDOT? 12. Identify your debris disposal plan. City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 25 11. Discuss what strategies the submitter will utilize to keep this project on schedule. 12. Discuss strategies the submitter will implement to ensure the project is kept on budget. 13. Have you personally inspected the plans and location, are there any concerns that may impede your performance on this project? 14. Describe the submitter’s attributes, which make the submitter best-suited for this project. City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 26 END OF SECTION City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 27 DELIVER TO: City of Sunny Isles Beach City Clerk 18070 Collins Avenue Sunny Isles Beach, FL 33160 INVITATION TO BID SECTION 5 BID SUBMITTAL FORMS OPENING: 2:30 P.M. 11/10/2020 PLEASE QUOTE PRICES FURNISHED & INSTALLED, LESS TAXES, PROVIDED TO CITY OF SUNNY ISLES BEACH, FLORIDA NOTE: City of Sunny Isles Beach is exempt from all taxes (Federal, State, and Local). Bid price should be less all taxes. Tax Exemption Certificate furnished upon request. Issued by: Purchasing Agent Date Issued: 10-13-2020 This Bid Submittal Consists of Pages 1 through 31, and Applicable Plans and Specifications Sealed bids are subject to the Terms and Conditions of this Invitation to Bid and the accompanying Bid Submittal. Such other contract provisions, specifications, drawings or other data as are attached or incorporated by reference in the Bid Submittal, will be received at the office of the City Clerk at the address shown above until the above stated time and date, and at that time, publicly opened for furnishing the supplies or services described in the accompanying Bid Submittal Requirement. ITB 20-09-01 GOLDEN SHORES STREET LIGHTING A Bid Deposit in the amount of 5% of the total amount of the bid shall accompany all bids A Performance Bond in the amount of 100% of the total amount of the bid will be required upon execution of the contract by the successful bidder and City of Sunny Isles Beach Firm Name: ________________________________________ RETURN ONE ORIGINAL, FOUR COPIES AND ONE ELECTRONIC BID RESPONSE FAILURE TO SIGN WHERE REQUIRED IN SECTION 4 BID SUBMITTAL WILL RENDER YOUR BID NON-RESPONSIVE City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 28 BID FORM Golden Shores Street Lighting: Bid Tabulation Prepared For: City of Sunny Isles Beach Prepared By: Craven Thompson & Associates Date: 9/10/2020 CTA Project Number: 19‐0035‐001‐01 City of Sunny Isles Beach Invitation to Bid Number: 20‐09‐01 Item Description Unit Bid Quantity Unit Price Amount General Conditions 01 Mobilization / General Conditions LS 1 02 Maintenance of Traffic (M.O.T.) LS 1 Subtotal General Conditions DEMOLITION 03 REMOVE EXISTING LIGHT POLE EA 48 04 SAWCUT & REMOVE 2' STRIP OF ASPHALT LF 24,000 Subtotal Demolition PROPOSED 05 SERVICE CONNECTION ALLOWANCE 4 $20,000.00 $80,000 06 CONDUIT INSTALLED IN EXISTING PAVEMENT LF 24,000 07 CONDUIT INSTALLED IN EARTH LF 400 08 #6 WIRE INSTALLED IN CONDUIT LF 72,000 09 #3 WIRE INSTALLED IN EARTH LF 1,200 10 LIGHT FIXTURE, POLE, PULLBOX COMPLETE EA 131 11 PRE-CAST FOUNDATION EA 131 12 SPREAD FOUNDATION EA 1 13 TEMPORARY ASPHALT SY 5,333 Subtotal Proposed 14 PROJECT CONTINGENCY (with Owner approval) ALLOWANCE 1 $200,000 $200,000 15 BID TOTAL The undersigned attests to his/her authority to submit this bid and to bind the firm herein named to perform as per contract, and per bid amount, if the firm is awarded the Contract by the City of Sunny Isles Beach. (1)Authorized Signatory: _______________________________________________ Executed by/Title: ______________________________________________________ For (Company):_____________________________________________________ City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 29 SECTION 6 BID SUBMITTAL FOR: ACKNOWLEDGEMENT OF ADDENDA INSTRUCTIONS: COMPLETE PART I OR PART II, WHICHEVER APPLIES PART I: LIST BELOW ARE THE DATES OF ISSUE FOR EACH ADDENDUM RECEIVED IN CONNECTION WITH THIS BID Addendum #1, Dated Addendum #2, Dated Addendum #3, Dated Addendum #4, Dated Addendum #5, Dated Addendum #6, Dated Addendum #7, Dated Addendum #8, Dated PART II: NO ADDENDUM WAS RECEIVED IN CONNECTION WITH THIS BID FIRM NAME: AUTHORIZED SIGNATURE: DATE: TITLE OF OFFICER: City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 30 BID SUBMITTAL FORM Bid Title: GOLDEN SHORES STREET LIGHTING The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an agreement with The City of Sunny Isles Beach to perform and furnish all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. The Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Proposers, including without limitation those dealing with the disposition of Bid Security. This Bid will remain subject to acceptance for 90 days after the day of Bid opening. The Proposer agrees to sign and submit the Agreement with the Bonds and other documents required by the Bidding Requirements within ten days after the date of the City’s Notice of Award. In submitting this Bid, the Proposer represents, as more fully set forth in the Agreement, that:  The Proposer has familiarized himself/herself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Law and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work.  The Proposer has given the City written notice of all conflicts, errors, discrepancies that it has discovered in the Contract Documents and the written resolution thereof by City is acceptable to the Proposer.  This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; the Proposer has not directly or indirectly induced or solicited any other Proposers to submit a false or sham Bid; the Proposer has not solicited or induced any person, firm or corporation to refrain from Bidding; and Proposer has not sought by collusion to obtain for itself any advantage over any other Proposers or over the City. The Proposer understands and agrees that the Bid is for unit prices to furnish and install individual Work Items for maintenance and/or repair work, complete in place. Estimates are provided for the purposes of Bid Evaluation and to establish unit prices for individual Work to be contracted by the City under individual Purchase Orders, based on the unit prices established under this Bid. The City and the successful Proposer will establish completion times for each individual Work Item and the successful Proposer agrees that the work will be completed within the time frames agreed upon and stipulated in the individual Purchase Orders and/or Notice to Proceed. City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 31 Firm Name: _____________________________________________________________________________ Street Address: _____________________________________________________________________________ Mailing Address (if different): _____________________________________________________________________________ Telephone No. _______________________________Fax No. _________________________ Email Address: _______________________________FEIN No. __/__-__/__/__/__/__/__/__ *“By signing this document the bidder agrees to all Terms and conditions of this Invitation to Bid. Signature: __________________________________________________________________ (Signature of authorized agent) Print Name: _________________________ Title:_________________________________________ THE EXECUTION OF THIS FORM CONSTITUTES THE UNEQUIVOCAL OFFER OF PROPOSER TO BE BOUND BY THE TERMS OF ITS PROPOSAL. FAILURE TO SIGN THIS SOLICITATION WHERE INDICATED ABOVE BY AN AUTHORIZED REPRESENTATIVE SHALL RENDER THE PROPOSAL NON-RESPONSIVE. THE CITY MAY, HOWEVER, IN ITS SOLE DISCRETION, ACCEPT ANY PROPOSAL THAT INCLUDES AN EXECUTED DOCUMENT WHICH UNEQUIVOCALLY BINDS THE PROPOSER TO THE TERMS OF ITS OFFER. City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 32 EXHIBIT A GOLDEN SHORES STREET LIGHTING PROJECT SPECIFICATIONS City of Sunny Isles Beach Invitation to Bid No. 20-09-01 Exhibit ‘A’ CTA Project No. 19-0035-001-01 TOC-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 TABLE OF CONTENTS GOLDEN SHORES STREET LIGHTING TECHNICAL SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS 01010 Summary of Work ...................................................................... 01010-1 to 01010-4 01015 City Furnished Equipment and Services ......................................... 01015-1 to 01015-1 01025 Measurement and Payment ............................................................. 01025-1 to 01025-4 01040 Coordination .................................................................................... 01040-1 to 01040-2 01050 Field Engineering............................................................................. 01050-1 to 01050-2 01090 Reference Standards ....................................................................... 01090-1 to 01090-2 01100 Special Project Procedures ............................................................. 01100-1 to 01100-3 01400 Testing and Quality Control ............................................................. 01400-1 to 01400-3 01530 Protection of Existing Facilities ........................................................ 01530-1 to 01530-4 01550 Site Access and Storage ................................................................. 01550-1 to 01550-3 01570 Maintenance of Traffic ..................................................................... 01570-1 to 01570-3 01600 Materials and Equipment ................................................................. 01600-1 to 01600-4 01700 Project Closeout .............................................................................. 01700-1 to 01700-2 DIVISION 2 - SITEWORK 02050 Demolition ....................................................................................... 02050-1 to 02050-3 02222 Excavation and Backfill for Utilities .................................................. 02222-1 to 02222-3 02710 Asphaltic Concrete Pavement.......................................................... 02710-1 to 02710-3 02780 Precast Concrete Pavers ................................................................. 02780-1 to 02710-5 DIVISION 3 – CONCRETE (NOT USED) DIVISION 4 - CONCRETE BLOCK MASONRY (NOT USED) DIVISION 5 - METALS (NOT USED) DIVISION 6 - ROUGH CARPENTRY (NOT USED) DIVISION 7 - THERMAL AND MOISTURE PROTECTION (NOT USED) DIVISION 8 - DOORS AND WINDOWS (NOT USED) DIVISION 9 - FINISHES (NOT USED) DIVISION 10 - SPECIALTIES (NOT USED) CTA Project No. 19-0035-001-01 TOC-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 DIVISION 11 - EQUIPMENT (NOT USED DIVISION 12 - FURNISHINGS (NOT USED) DIVISION 13 - SPECIAL CONSTRUCTION (NOT USED) DIVISION 14 - CONVEYING SYSTEMS (NOT USED) DIVISION 15 - MECHANICAL (NOT USED) DIVISION 16 - ELECTRICAL (NOT USED) 16000 Electrical General Requirements ..................................................... 16000-1 to 16000-6 16050 Basic Electrical Materials and Methods ......................................... 16050-1 to 16050-15 16110 Raceways ........................................................................................ 16110-1 to 16110-9 16120 Conductors ...................................................................................... 16120-1 to 16120-4 16450 Grounding........................................................................................ 16450-1 to 16450-4 16500 Lighting ............................................................................................ 16500-1 to 16500-7 DIVISION 17 - INSTRUMENTATION (NOT USED) CTA Project No. 19-0035-001-01 01010-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01010 - SUMMARY OF WORK PART 1 - GENERAL 1.01 GENERAL A. The Work to be performed under this Contract shall consist of furnishing all equipment, materials, supplies, and manufactured articles and for furnishing all transportation and services, including fuel, power, water, and essential communications, and for the performance of all labor, work, or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. The Work shall be complete, and all work, materials, and services not expressly shown or called for in the Contract Documents which may be necessary for the complete and proper construction of the Work in good faith shall be performed, furnished, and installed by the CONTRACTOR as though originally so specified or shown, at no increase in cost to the City of Sunny Isles Beach. B. Wherever the Contract Documents address a third party, i.e., subcontractor, manufacturer, etc., it is to be considered as the CONTRACTOR through the third party. C. Wherever a reference to number of days is noted, it shall be construed to mean calendar days. 1.02 WORK COVERED BY CONTRACT DOCUMENTS A. The Work of the Contract is comprised of furnish and install approximately 131 light fixtures, approximately 24,400 LF of conduit, removal of existing light poles, related patch and repair work, and related service connections. B. The Work set forth within these bid documents includes the furnishing of all labor, materials, equipment, services and incidentals for the replacement of the existing water mains including all items listed above and all appurtenant work, complete, tested and ready for operation, including temporary utilities and facilities as required, all in conformance with the Contract Documents. C. The project area consists of the Golden Shores neighborhood bounded on the south by 185th Street, the North by 194 Terrace, the east by Atlantic Blvd, and the west by North Bay Rd. within the City of Sunny Isles Beach, Florida. 1.03 CONTRACT METHOD A. The Work hereunder will be constructed under a unit price contract. 1.04 SEQUENCE OF CONSTRUCTION A. Following receipt of Notice to Proceed with the work, the CONTRACTOR shall notify the ENGINEER and the CITY at least five days prior to start of construction to allow the CITY time to make arrangements for inspection of the work. B. Work under the Contract shall be scheduled and performed in such a manner as to result in the least possible disruption to the residents. Existing utility services shall be maintained throughout the construction. C. Critical events in the sequence of construction are sp ecified herein. The outline sequence of construction does not include all items necessary to complete the work, but is intended to identify the general sequence of critical events necessary to minimize disruption to the on-going station operation and to ensure compliance with discharge requirements. It shall be understood by the CONTRACTOR that the critical events identified are not all inclusive CTA Project No. 19-0035-001-01 01010-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 and that additional items of work not stated are required. The sequence of construction is a precedence requirement and does not attempt to schedule the CONTRACTOR's work. It is intended only to indicate which activities must precede other activities in order to minimize interference and disruptions. D. The existing facilities shall be maintained in an operable condition by the CONTRACTOR during construction (excluded from this requirement are all normal and emergency maintenance functions normally performed by the CITY with the CITY's staff or by Contract.) All work by the CONTRACTOR that disrupts the normal operations shall be shown on the Construction Schedule and specifically scheduled with the CITY. Schedule notification shall consist of a written notice defining the work to be accomplished, the function that will be interrupted, the duration of the interruption, and the mitigating effort to be performed by the CONTRACTOR to maintain the service continuously. The written notice shall be submitted to the ENGINEER 14 days in advance of the proposed work and the ENGINEER will respond to the CONTRACTOR in writing within 7 days of receipt of the notice regarding the acceptability of the proposed plan. E. In performing the work in the sequence described hereinafter, all requirements of the Contract Documents shall be strictly followed. F. The general sequence of construction for the Golden Shores Street Lighting shall be as follows, but a detailed Sequence of Construction shall be submitted by the CONTRACTOR and approved by the CITY and the ENGINEER before any work is started. The CITY/ENGINEER reserves the right to make changes to the sequence as necessary to facilitate the work or to minimize any conflict with operations and other contractors. Step 1 Mobilize for work. Set up storage, staging and parking areas. Obtain permits, develop and submit construction schedule, collect pre-construction video, and start shop drawing submittal. Step 2 Contractor to conduct site walk-through noting obstructions of work to City. Step 3 Contact utility location service and the CITY prior to commencing work. Have locates done for the work area specified in the Contract Documents. Step 4 Verify locations, elevations, location and all other existing conditions, etc., before ordering materials to complete the work in accordance with the Contract Documents. Use exploratory test pits and trenches as necessary to verify field conditions. Step 5 Upon approval of shop drawings, order all long lead items so that materials may be delivered in a timely fashion without delays to construction. Step 6 The CONTRACTOR shall establish and maintain a management of traffic plan for the duration of the project in accordance with City of Sunny Isles Beach requirements. Step 7 Install light poles and base . Location of poles on plans are general, exact location to be verified with City prior to installation. Step 8 Install conduit, pull-boxes, and surface mounted equipment. Step 9 Perform all patch and repair work. Step 10 Energize services and remove existing poles. Step 11 Miscellaneous work, site restoration, demobilization and related closeout activities shall be in accordance with Section 01700, "Project Closeout". CTA Project No. 19-0035-001-01 01010-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 1.05 ABANDONMENT AND SALVAGE OF EXISTING FACILITIES A. The scope of work requires the CONTRACTOR to interface with existing lighting which will be reconnected, abandoned or otherwise removed and/or relocated as part of the work. Prior to beginning any work, associated with existing facilities to be abandoned, salvaged, or otherwise remove d or relocated, the CONTRACTOR shall inform the ENGINEER of his intent so that all arrangements can be made with the CITY for disconnecting electrical service (where appropriate), or otherwise removing existing facilities from service to the extent possible. The CONTRACTOR shall not proceed without written authorization from the ENGINEER. 1.06 REHABILITATION A. Certain areas of existing structures, roadway, driveway, sidewalk, piping, conduits, swale, shrubs and the like will be affected by work necessary to complete modifications under this Contract. The CONTRACTOR shall be responsible to rehabilitate those areas affected by its construction activities. B. Disposal of Debris: All debris, materials, piping, and miscellaneous waste products from the work described in this section shall be removed from the project as soon as possible. They shall be disposed of in accordance with applicable federal, state, and local regulations. The CONTRACTOR is responsible for determining these regulations and shall bear all costs or retain any profit associated with disposal of these items. 1.07 CONTRACTOR USE OF PROJECT SITE A. The CONTRACTOR's use of the project site shall be limited to its construction operations, including on-site storage of materials, on-site fabrication facilities, and field offices, as noted on the Contract Drawings. 1.08 CITY USE OF THE PROJECT SITE A. The CITY may utilize all or part of the existing facilities during the entire period of construction for the conduct of the CITY's normal operat ions. The CONTRACTOR shall cooperate with the CITY to minimize interference with the CONTRACTOR's operations and to facilitate the CITY's operations. 1.09 COORDINATION WITH OTHER CONTRACTS - NOT USED. 1.10 PARTIAL UTILIZATION OF THE WORK BY CITY A. The CONTRACTOR is hereby advised that the CITY may accept the responsibility for the maintenance and protection of a specific portion of the project if utilized prior to completion. However, the CONTRACTOR shall retain full responsibility for satisfactory operati on of the total project. 1.11 PERMITS A. It shall be the CONTRACTOR's responsibility to secure all permits of every description required to initiate and complete the work under this contract, except permits obtained by the CITY. B. No separate or direct payment will be made to the CONTRACTOR for permits and inspection requirements, but all such costs shall be included in the applicable items in the Schedule of Prices. The CITY will furnish signed and sealed sets of Contract Documents for permit use as required. C. The CONTRACTOR shall furnish to the ENGINEER copies of all permits prior to commencement of work requiring permits. CTA Project No. 19-0035-001-01 01010-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 1.12 FIELD ENGINEERING A. The CONTRACTOR shall employ a Land Surveyor registered in the State of Florida and acceptable to the ENGINEER. The CONTRACTOR shall locate and protect survey control and reference points. B. Provide Field Engineering Services: Establish elevations, lines, and levels, utilizing recognized engineering survey practices. C. 1.13 DIMENSIONS AND LOCATIONS OF EXISTING STRUCTURES, PIPING AND UTILITIES A. Where the dimensions and locations of existing structures, piping and utilities are of critical importance in the installation or connection of new work, the CONTRACTOR shall verify such dimensions and locations in the field before the fabrication of any materials or equipment which is dependent on the correctness of such information. 1.14 CONSTRUCTION VIDEO A. The CONTRACTOR shall digitally record the entire project site including all concrete and asphalt pavements, curb and gutter, houses, landscaping, structures to be demolished. The recording shall be turned over to the ENGINEER prior to beginning construction activities. The recording shall be turned over electronically on DVD format only. The recording shall clearly identify existing site and structural conditions prior to construction. CONTRACTOR shall record all driveways and landscaping of residences adjacent to project site in sufficient detail to properly document pre -construction conditions. 1.15 GUARANTEE/WARRANTY A. The Contractor shall guarantee that all new equipment has the capacity specified and that it will operate without excess noise or vibration. B. Contractor shall furnish written warranties for the work covering all workmanship and materials for a minimum period of one year from the date of issuance of a Certificate of Occupancy (CO) by the Building Official (unless a longer period is specified elsewhere in the contract documents for specific equipment or systems). This shall in clude an agreement to repair or replace, at the Contractor’s expense, all defects that may appear in that time, which in the opinion of the Engineer, are due to defective workmanship or materials. All items not having a successful five -year operating history shall have the same guarantee as above but extended for five years less their successful operating period. C. All factory warranties shall have an effective date of one year from the date of substantial completion of the work, or when equipment is placed into service for beneficial use, whichever comes first. Copies of factory warranties for all equipment furnished shall be submitted as described above, with the written guarantee, and shall be included in operation and maintenance manuals. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) - END OF SECTION - CTA Project No. 19-0035-001-01 01015-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01015 - CITY FURNISHED EQUIPMENT AND SERVICES PART 1 - GENERAL 1.01 MATERIALS SUPPLIED BY THE CITY A. There will be NO owner furnished equipment for this project. 1.02 MATERIALS AND EQUIPMENT FURNISHED BY CONTRACTOR A. The Contractor will supply all materials for the project. B. All materials and equipment furnished by the Contractor for use in the work shall be new and of recent domestic manufacture and shall be the products of reliable manufacturers or suppliers who, unless otherwise specified, have been regularly engaged in the manufacture of such materials and equipment for at least five years. All components shall, wherever possible, be standard stock articles of well -known manufacturers. Where the Plans and Specifications designate the product of a particular manufacturer, the product specified has been found suitable for the intended use, but, unless otherwise provided, articles or products of similar characteristics may be offered for the approval of the Engineer. Complete descriptive data shall be furnished in quintuplicate regarding all articles furnished by the Contractor. The descriptive data shall consist of dimension drawings, catalog references, material lists and other information necessary to clearly identify and evaluate each article. When substitutions are permitted, the Contractor shall make all necessary changes in adjacent or connected structures and equipment at his expense. C. Where contemplated changes, substitutions or appurtenant work require engineering design in the opinion of the Engineer, the Contractor shall have such design services performed at his expense. Said engineering design services shall be of an extent satisfactory to the Engineer whose word shall be final and shall be p erformed by a Registered Professional Engineer licensed to practice in the State of Florida. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) - END OF SECTION - CTA Project No. 19-0035-001-01 01025-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01025 - MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.01 SCOPE A. A contract will be awarded for the total of Items 1 through 14, inclusive. It is intended that all work required to complete this Project will be included in the various bid items described below. Items 05 and 14 are project allowance applied to all bids. It is not mandatory to submit pricing for these items. Utilization and payment of these items is at the sole discretion of the City. The total base bid will include these items. B. The prices stated in the Bid include full compensation for overhead and profit, all costs and expenses for taxes, labor, equipment, furnishing and repairing small tools and ordinary equipment, patent fees and royalties, bond, insurance, lab or for handling materials during inspection, together with any and all other costs and expenses for performing and completing the work as shown on the Contract Drawings and specified herein. C. The prices stated in the Bid include full compensation for removal and disposal of waste, cleanup, and restoration of all improvements incidental to construction for which there are no other bid items; including but not limited to, sprinkler systems, drainage systems, guardrails, landscaping, fences, curbs and gutters, and all other work not included in other bid items. Payment for performing site restoration and clean-up to be included within unit price for relevant pay item including, but not limited to, pavement markings, painting, finish grading, driveways, sod, landscaping and any miscellaneous restoration work including all labor, materials and equipment. D. The CONTRACTOR's attention is called to the fact that the quotations for the various items of wo rk are intended to establish a total price for completing the work in its entirety. Should the CONTRACTOR determine that the Proposal or list of Bid Items has not established a price for some item of work; the CONTRACTOR shall include that work in some other applicable Bid Item, so that the Proposal for the project reflects the CONTRACTOR’s total price for completing the work in its entirety. 1.02 PAYMENT ITEMS The format for Payment Requests shall be as directed by the EN GINEER. This shall include the level of detail and grouping of pay items. A. Item No. 1 - Mobilization / General Conditions The work and incidental costs specified under Mobilization will be paid lump sum and include full compensation for furnishing all labor, tools, materials and equipment, including but not limited to site preparation, surveying both horizontal and vertical control for construction, surveyed construction as-builts, tree trimming, protection of existing utilities during construction, excavation, dewatering (if necessary), adherence to Trench Safety Act, demolition of existing piping and removal of said piping as shown on the drawings necessary for completion of the item. Includes but not limited to, bonds and insurance, those operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site and for the establishment of temporary offices, buildings, safety equipment and first aid supplies, sanitary and other facilities. Include any other preconstruction expense, including videography of pre-construction conditions, protection of existing trees with tree barricade, coordination with franchise utilities including holding CTA Project No. 19-0035-001-01 01025-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 of utility poles during construction, necessary for the start of the work, excluding the cost of construction materials. Payment of Mobilization costs exceeding 10% of the total Contract amount will be deferred to substantial completion. Quality Control is a requirement of all and therefore does not have a separate pay item, but is included within this pay item . Payment for performing site restoration and clean - up including, but not limited to pavement markings, painting, finish grading, driveways, sod, landscaping and any miscellaneous restoration work including all labor, materials and equipment required shall be considered as included. C. Item No. 2 - Maintenance of Traffic (M.O.T.) Payment for maintenance of traffic will be made in equal monthly draws dispensed over the duration of the contract totaling to the lump sum price named in the Bid Schedule. Refer to Maintenance of Traffic, Section 01570, and all other references to traffic control in this document and any regulatory requirements. Price shall include preparation and processing of Maintenance of Traffic Plans for permit approval by a Florida Licensed Professional Traffic Engineer. D. Item No. 3 – Remove Existing Light Pole Measurement and Payment shall be based upon each light pole removed and disposed of. Payment will be based upon disconnecting service, removing pole to minimum of 1’ below grade, and full and complete restoration to all disturbed areas. E. Item No. 4 – Sawcut & Remove 2’ Asphalt Strip Measurement and payment of removing existing pavement shall be based upon the linear footage of asphalt strip, assuming 2’ width, removed in accordance with the requirements of the Contract Documents. Payment for asphalt removal will be made at the unit price per LF. Price will constitute full compensation for remov e and disposal of material, restoration of pavement markings, saw cutting, and cleanup of the area disturbed. F. Item No. 5 – Service Connection Measurement and payment shall be made based upon each service connection provided for lighting circuits. Payment will be based upon connecting service, including coordination with FPL and related equipment and material not otherwise provided by FPL. This pay item is established as an allowance. This item may or may not be used either in part or in whole. Disbursement of fees is entirely at the discretion of the Engineer/City and must be ordered by the Engineer and approved by the CITY. G. Item No. 6 – Conduit Installed in Existing Pavement Measurement and payment of conduit installation shall be based upon the linear footage of conduit installed in accordance with the requirements of the Contract Documents. Payment for conduit installation will be made at the unit price per LF. Price will constitute full compensation for disposal of material, full and complete restoration, and cleanup of the area disturbed. H. Item No. 7 – Conduit Installed in Earth Measurement and payment of conduit installation shall be based upon the linear footage of conduit installed in accordance with the requirements of the Contract Documents. Payment for conduit installation will be made at the unit price per LF. Price will constitute full compensation for disposal of material, full and complete restoration, and cleanup of the area disturbed. CTA Project No. 19-0035-001-01 01025-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 I. Item No. 8 – #6 Wire Installed in Conduit Measurement and payment for #6 Wire shall be based upon the linear footage of conduit installed in accordance with the requirements of the Contract Documents. Payment for conduit installation will be made at the unit price per LF. Price will constitute f ull compensation for furnish and installation, and connections. J. Item No. 9 - #3 Wire Installed in Conduit Measurement and payment for #3 Wire shall be based upon the linear footage of conduit installed in accordance with the requirements of the Contract Documents. Payment for conduit installation will be made at the unit price per LF. Price will constitute f ull compensation for furnish and installation, and connections. K. Item No. 10 - Furnish and Install Light Fixture, Pole, and Pullbox Measurement and Payment shall be based upon each light pole, complete with fixture, pole box, and necessary appurtenances installed and accepted by City. Payment will be based upon a complete installation including wiring, grounding and connecting; however, foundation will be under separate pay item. L. Item No. 11 – Pre-cast Foundation Measurement and Payment shall be based upon each foundation installed. Payment will be based upon a complete installation however foundation will be paid congruent with the payment for the pole which it serves. M. Item No. 12 – Spread Footing Measurement and Payment shall be based upon each spread -footing installed. Payment will be based upon a complete installation however spread -footing will be paid congruent with the payment for the pole which it serves. Spread footings will only be utilized where necessary and only with prior approval from City. N. Item No. 13 – Temporary Asphalt Measurement and Payment for temporary asphalt surface will be based upon the total SY of asphalt patch provided. Payment will be based upon the number of square yards of asphalt patch provided and accepted by the ENGINEER, and as shown on the Plans. The price bid shall be full compensation for furnishing all materials, labor, and equipment required for a complete asphaltic concrete installation . Where necessary asphaltic concrete surface course for permanent paved driveway repairs (entire approach) will be paid for under this item. Replacement of permanent pavement markings and reflective pavement markers removed or obliterated by the CONTRACTOR’s operation, whether in the area of the new pavement or not , will be included under this pay item. The price bid shall be full compensation for furnishing all materials, labor, and equipment for a complete installation. O. Item No. 14 – Project Contingency This item accounts for all labor, materials, equipment and services necessary for modification or extra work required to complete the Project because of unforeseen conditions, unforeseen conflicts between existing elements of work and the proposed work; for minor changes required to resolve any unforeseen conditions, Revised Regulations, Technological and Products Development, Operational Changes, Schedule Requirements, Program Interface, Emergencies and Other Miscellaneous Costs; and for adjustments to estimated quantities installed; and associated time related to work. This CTA Project No. 19-0035-001-01 01025-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 item may or may not be used either in part or in whole. Disbursement of fees is entirely at the discretion of the Engineer/City and must be ordered by the Engineer and approved by the CITY. P Item No. 15 - TOTAL BASE BID AMOUNT, the sum of Item 1 through Item 14, which constitutes the complete costs for the project. This item may or may not be used either in part or in whole. Decision to exercise this alternative is at the discretion of the Engineer as approved by City. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) - END OF SECTION - CTA Project No. 19-0035-001-01 01040-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01040 - COORDINATION PART 1 - GENERAL 1.01 THE REQUIREMENT A. The Contractor shall allow the CITY or his agents, and other project Contractors or their agents, to enter upon the work for the purpose of constructing, operating, maintaining, removing, repairing, altering, or replacing such pipes, sewers, conduits, manholes, wires, poles, or other structures and appliances which may be required to be installed at or in the work. The CONTRACTOR shall cooperate with all af oresaid parties and shall allow reasonable provisions for the prosecutio n of any other work by the CITY, or others, to be done in connection with his work, or in connection with normal use of the facilities. B. The CONTRACTOR shall cooperate fully with the CITY, the ENGINEER, and all other Contractors employed on the work, to effect proper coordination and progress to complete the project on schedule and in proper sequence. Insofar as possible, decisions of all kinds required from the ENGINEER shall be anticipated by the CONTRACTOR to provide ample time for inspection, or the preparation of instructions. C. The CONTRACTOR shall assume full responsibility for the correlation of all parts of his work with that of other Contractors. Each CONTRACTOR'S superintendent shall correlate all work with other Contractors in the laying out of work. The CONTRACTOR shall lay out his own work in accordance with the Drawings, Specifications, and instructions of latest issue and with due regard to the work of other Contractors . 1.02 COORDINATION OF DRAWINGS AND SPECIFICATIONS A. Before starting any Work, CONTRACTOR shall review all Drawings and Specifications and immediately report to the ENGINEER, in writing, any errors, discrepancies, and/or omissions discovered. B. Where differences are discovered between Drawings and Specifications or within either document itself, CONTRACTOR shall notify ENGINEER and request interpretation or decision before proceeding with the Work. ENGINEER, on behalf of CITY, will have final decision regarding such item and manner in which the Work is to be installed and such decision will be final. Otherwise, CONTRACTOR shall include the item or arrangement of better quality, greater quantity, or higher cost in Bid Price. C. CONTRACTOR shall compare Drawings and verify dimensions, clearances and the like before laying out Work and will be held responsible for conflicts that might have been avoided by such verification. D. Drawings are diagrammatic and indicate general arrangement of systems and work included in the Contract. CONTRACTOR shall notify ENGINEER of discrepancies before proceeding. 1.03 COORDINATION OF UTILITY ADJUSTMENTS/INSTALLATIONS A. The CONTRACTOR shall be responsible for fully coordinating with utility companies/ agencies any work required in relation to the removal, relocation or other adjustment of utility services existing in the area of construction. Existing utilities and appurtenances shown on the Drawings were located from existing records but no guaranty is made that all existing facilities are shown or that those shown are entirely accurate. The Contractor shall be responsible for determining the exact location of all under ground utilities with the CTA Project No. 19-0035-001-01 01040-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 respective companies/agencies prior to the commencement of any subsurface work on the project. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED - END OF SECTION - CTA Project No. 19-0035-001-01 01050-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01050 - FIELD ENGINEERING PART 1 - GENERAL 1.01 SCOPE A. CONTRACTOR shall provide field engineering services as necessary to perform and complete the Work of the Contract, as indicated on Drawings and specified in this Section. B. CONTRACTOR shall provide the services of a land surveyor to perform project related surveys. 1.02 QUALIFICATIONS OF SURVEYOR A. The land surveyor shall be a Professional Engineer or Registered Land Surveyor registered in the State of Florida. CONTRACTOR shall submit to ENGINEER the name, address and evidence of current registration of surveyor or professional engineer. 1.03 SURVEY REQUIREMENTS A. The scope of survey work shall include: 1. Protect and, if damaged or destroyed, properly replace survey reference points. 2. Establish project survey control points and set out lines and levels, locate and lay out all site improvements and other work. Including determining the limits of driveway/walkway/sod restoration on private property based upon grading provided within the right-of way. 3. Verify all lay out and record locations, with horizontal and vertical data, for Project Record Documents and submit documentation to verify accuracy of field survey work. 4. On completion of work, prepare a certified survey showing finished dimensions, locations, angles and elevations of construction, duly signed and sealed by the surveyor, certifying that elevations and locations of improvements are in conformance with Contract Documents. 5. During the construction process, maintain records of all dev iations from the Contract Documents and prepare As-built Drawings showing correctly and accurately all changes and deviations made during construction to reflect the work as it was actually constructed and subsequently surveyed. Also refer to Engineering As-built Requirements within General Notes and Specifications. 1.04 SURVEY REFERENCE POINTS A. Existing basic horizontal and vertical control points are designated on Drawings. All elevations are referred to NAVD 1988; Horizontal Control - NAD 83, Florida State Plane Coordinates. Establish all vertical and horizontal controls required for construction. B. Locate and protect control points prior to starting site work, and preserve permanent reference points during construction. 1. Make no changes or relocations of such points without prior written notice to and concurrence of ENGINEER. 2. Report to ENGINEER when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations. CTA Project No. 19-0035-001-01 01050-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 3. Replace control points that may be lost or destroyed. Establish replacements based on original survey control. 4. ENGINEER will identify existing control points and property line corner stakes indicated on Drawings, as required. 1.05 PROJECT SURVEY REQUIREMENTS A. Establish a minimum of two permanent bench marks on the project site, all referenced to data established by survey control points. Record locations, with horizontal and vertical data, on Project Record Documents. B. Establish lines and levels, locate and lay out, by instrument and similar appropriate means. 1. Site improvements C. Verify layouts by same methods from time to time. 1.06 RECORDS A. Maintain a complete, accurate log of control and survey work as it progresses. B. On completion of major site improvements, prepare a certified survey showing finished dimensions, locations, angles and elevations of construction. C. On request of ENGINEER, submit documentation to verify accuracy of field survey work. D. Submit certificate, duly signed and sealed by the surveyor, certifying that elevations and locations of improvements are in conformance with Contract Documents. 1.07 PROJECT SIGNS A. Subject to compliance with local regulations and prior approval of CITY as to size, design, type and location, CONTRACTOR and Subcontractors may erect temporary signs for purposes of identification. Signs for maintenance and control of traffic may also be required and/or approved. B. Furnish, erect, and maintain such signs as may be required by Safety Regulations or as necessary to safeguard life and property. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) - END OF SECTION - CTA Project No. 19-0035-001-01 01090-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01090 - REFERENCE STANDARDS PART 1 - GENERAL 1.01 WORK INCLUDED A. Titles of Sections and Paragraphs: Captions accompanying specification sections and paragraphs are for convenience of reference only, and do not form a part of the Specifications. B. Applicable Publications: Whenever in these Specifications references are made to published specifications, codes, standards, or other requirements, it shall be understood that wherever no date is specified, only the latest specificat ions, standards, or requirements of the respective issuing agencies which have been published as of the date of the opening of bids, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or shown on the Drawings shall be waived because of any provision of, or omission from, said standards or requirements. C. Specialists, Assignments: In certain instances, Specification text requires (or implies) that specific work is to be assigned to specialists or expert entities, who must be engaged for the performance of that work. Such assignments shall be recognized as special requirements over which the CONTRACTOR has no choice or option. These requirements shall not be interpreted so as to conflict with the enforcement of building codes and similar regulations governing the Work; also they are not intended to interfere with local union jurisdiction settlements and similar conventions. Such assignments are intended to establish which party or entity involved in a specific unit of work is recognized as "expert" for the indicated construction processes or operations. Nevertheless, the final responsibility for fulfillment of the entire set of contract requirements remains with the CONTRACTOR. 1.02 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS A. Without limiting the generality of other requirements of the specifications, all work specified herein shall conform to or exceed the requirements of all applicable codes. B. References herein to "Building Code" or FBC shall mean the Florida Building Code. The latest edition of the code as approved and used by the local agency as of the date of the Notice to Proceed, as adopted by the agency having jurisdiction, shall apply to the Work herein, including all addenda, modifications, amendments, or other lawful changes thereto. C. In case of conflict between codes, reference standards, Drawings and the other Contract Documents, the most stringent requirements shall govern. All conflicts shall be brought to the attention of the ENGINEER for clarification and directions prior to ordering or providing any materials or labor. The CONTRACTOR shall follow the most stringent requirements. D. Applicable Standard Specifications: The CONTRACTOR shall construct the Work specified herein in accordance with the requirements of the Contract Documents and the referenced portions of those referenced codes, standards, and Specifications listed herein. CTA Project No. 19-0035-001-01 01090-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 E. References herein to "OSHA Regulations for Construction" shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations (OSHA), including all changes and amendments thereto. F. References herein to "OSHA Standards" shall mean Title 29, Part 1910, Occupational Safety and Health Standards, Code of Federal Regulations (OSHA), including all changes and amendments thereto. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not used) - END OF SECTION- CTA Project No. 19-0035-001-01 01100-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01100 - SPECIAL PROJECT PROCEDURES PART 1 - GENERAL 1.01 EXISTING CONDITIONS A. This Project is in an area with existing improvements consisting of water, sanitary sewer, franchise utilities and storm drains. The Project is located within the City of Sunny Isles Beach, Florida. The work shall be conducted in a manner that will minimize restriction of access to public and private property and facilities, and minimize disruption of traffic. The CONTRACTOR shall exercise extreme care to prevent damage to and interference with existing improvements and to maintain the adjacent areas and travel routes safe for pedestrian and vehicular traffic at all times. 1.02 EXISTING IMPROVEMENTS/UTILITIES A. Existing improvements, including utilities, both surface and subsurface, shown on the Drawings were located from existing records. No guaranty is made that all improvements are shown or that those shown are entirely accurate. It is the CONTRACTOR’s responsibility to verify the locations, character and depths of all existing improvements prior to performing any Work. The City and ENGINEER will assume no liability for damages sustained or costs incurred because of the CONTRACTOR's operations in the vicinity of existing improvements. The CONTRACTOR hereby agrees that he shall have no claim for delay or for extra compensation and that he shall have no claims for relief from any obligation or responsibility under the Contract on account of any surface or subsurface improvements or utilities encountered. CONTRACTOR shall notify the ENGINEER of any deviation between existing conditions and the Drawings. The CONTRACTOR shall coordinate all utility related work, of whatever nature, with the utility company or companies whose services are impacted by the proposed construction or any element thereof. 1.03 LAND FOR FIELD OFFICES, STORAGE AND CONSTRUCTION PURPOSES A. CONTRACTOR shall obtain and pay all costs in connection with any additional work areas, storage sites, and access to the construction site or temporary right-of-way that may be required for proper completion of the work. B. Responsibility for safety and security of the storage site, including protection and safekeeping of equipment and materials at or near the construction site, shall be solely that of the CONTRACTOR and no claims shall be made against the City by reason of any act of an employee or trespasser. CONTRACTOR shall place no equipment or materials upon public or private property until permission has been received. Any agreement between CONTRACTOR and alternate entity for use of land shall be submitted to City for review and approval. C. Upon completion of the Contract, CONTRACTOR shall remove from the site and storage area all equipment, field offices, fencing, rubbish, etc., and leave the areas clean and restored to its original condition. CONTRACTOR shall fill, compact and resurface all holes or excavations made for fence installation, as directed by the ENGINEER. CTA Project No. 19-0035-001-01 01100-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 1.04 WATER POLLUTION PREVENTION AND EROSION CONTROL A. When required to dispose of water from dewatering and other operations, CONTRACTOR shall obtain and pay for all necessary permits, shall take all actions necessary to prevent contamination of or disturbance to the environment or natural habitat of the properties adjacent to the site, and shall comply with all permit requirements and restrictions as set by the regulatory agencies having jurisdiction. CONTRACTOR shall schedule and control operations so as to confine all runoff water from disturbed surfaces, water from dewatering operations and water in existing ditches that becomes contaminated with lime silt, muck and other deleterious matter from the construction operations. B. CONTRACTOR shall provide all temporary materials and operations necessary to attain the required pollution and erosion controls including, but not limited to, temporary seeding, filter blankets, chemicals, temporary dikes and ditches, silt screens, fiber mats, mulches, sod, bituminous spray and other erosion control devices. The pollution control procedures shall include control of lime suspended in water which may flow into canals and ditches and which may require the use of screens, filter blankets and coagulants within such ditches. CONTRACTOR shall maintain all pollution and erosion prevention p rocedures, materials, equipment and other related items in an approved condition until notified by the ENGINEER to discontinue such maintenance. C. Where necessary, CONTRACTOR shall channel runoff water from construction areas and all water from dewatering operations into temporary stilling basins. D. The CONTRACTOR shall furnish all labor and equipment and perform all work required for the prevention of environmental pollution during and as a result of the work under this contract. The CONTRACTOR shall be responsible for preparing and complying with the requirements of the National Pollution Prevention Discharge Elimination System (NPDES) and Storm Water Pollution Prevention Plan (SWPPP), including preparation of Storm Water Pollution Prevention Plan (SWPP P) and submittal of the Notice of Intent (NOI) prior to start of construction and submittal of Notice of Termination (NOT) after final project certification and approval. For the purpose of this contract environmental pollution is defined as the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life, affect other species of importance to man, or degrade the utility of the environment for aesthetic and recreational purposes. The control of environmental pollution requires consideration of air, water, land and involves noise, solid waste management and management of radiant energy and radioactive materials, as well as other pollutants. 1.05 COORDINATION WITH TRAFFIC CONTROL AGENCIES A. CONTRACTOR shall perform the construction work with minimum interruption of traffic movement on existing streets and roadways. In order to limit such interruption, CONTRACTOR shall coordinate the work with all agencies having jurisdiction and schedule the work so that interruptions are held to a minimum. B. In the work schedule submittals, CONTRACTOR shall provide documentation of the CONTRACTOR's coordination with such agencies and shall not deviate from the approved schedule without prior approval. CONTRACTOR shall provide proper maintenance and control of all traffic in the areas of construction during the course of construction and shall furnish and maintain all required traffic control signs and devices, barricades, safety cones, flashers, flambeaus and similar devices. CTA Project No. 19-0035-001-01 01100-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 1.06 PROGRESS SCHEDULE A. Immediately after award of Contract and prior to the pre-construction conference, CONTRACTOR shall submit to the CITY a construction progress schedule showing chronologically all operations contemplated and necessary for the successful completion of the work within the agreed contract time, phases and a schedule of shop drawings and submissions. The schedule shall include a detailed description of the proposed construction elements and procedures, indicating the proposed degree of coordination and compliance with the requirements of the traffic control agencies. The CITY reserves the right to make changes to the schedule and sequence as necessary to facilitate the work o r to minimize any conflict with traffic operations. B. Prior to commencement of construction, a pre-construction meeting will be held to review CONTRACTOR's construction progress schedule, proposed sequence of construction and schedule of values, to establish a working understanding between the parties as to the project and other pre-construction activities. At the pre-construction conference, the CONTRACTOR shall review the schedules with the City and Engineer. Thereafter, the CONTRACTOR shall add calendar dates and shall modify and/or correct the schedule until satisfactory to the City, at which time it will be approved for use by the CONTRACTOR for planning, organizing, and directing the work of the project. Additionally, prior to construction, a Public Information Meeting will be held at City Hall where the public will be invited to ask questions about the construction schedule and process. The CONTRACTOR will be required to present the Construction Schedule at this time. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) - END OF SECTION - CTA Project No. 19-0035-001-01 01400-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01400 - TESTING AND QUALITY CONTROL PART 1 - GENERAL 1.01 SAMPLING AND TESTING A. Unless otherwise specified, all sampling and testing shall be in accordance with the methods prescribed in the current standards of the ASTM, as applicable to the class and nature of the article or materials considered; however, the CITY reserves the right to use any generally-accepted system of sampling and testing which, in the opinion of the ENGINEER will insure the CITY that the quality of the workmanship is in full accord with the Contract Documents. B. Any waiver by the CITY of any specific testing or other quality assurance measures, whether or not such waiver is accompanied by a guarantee of substantial performance as a relief from the specified testing or other quality assurance requirements as originally specified, and whether or not such guarantee is accompanied by a performance bond to assure execution of any necessary corrective or remedial Work, shall not be construed as a waiver of any requirements of the Contract Documents. C. Notwithstanding the existence of such waiver, the ENGINEER reserves the right to make independent investigations and tests and failure of any portion of the Work to meet any of the requirements of the Contract Do cuments, shall be reasonable cause for the ENGINEER to require the removal or correction and reconstruction of any such work in accordance with the General Conditions. 1.02 SITE INVESTIGATION AND CONTROL A. The CONTRACTOR shall verify all dimensions in the field and shall check field conditions continuously during construction. The CONTRACTOR shall be solely responsible for any inaccuracies built into the Work due to its failure to comply with this requirement. B. The CONTRACTOR shall inspect related and appurtenant Work and shall report in writing to the ENGINEER any conditions which will prevent proper completion of the Work. Failure to report any such conditions shall constitute acceptance of all site conditions, and any required removal, repair, or rep lacement caused by unsuitable conditions shall be performed by the CONTRACTOR within the scope of the Project. 1.03 INSPECTION AND TESTING A. The CITY will employ and pay for the services of an independent testing laboratory (TESTING LAB) for specified testing as specified by the ENGINEER. The Testing Lab shall be designated by City from an approved vendors list. B. The work or actions of the testing laboratory shall in no way relieve the CONTRACTOR of his obligations under the Contract. The laboratory testing work will include such inspections and testing required by the Contract Documents, existing laws, codes, ordinances, etc. The testing laboratory will have no authority to change the requirements of the Contract Documents, nor perform, accept or ap prove any of the CONTRACTOR's Work. C. The CONTRACTOR shall coordinate directly with the TESTING LAB and ENGINEER allowing ample time and opportunity for inspection and testing materials and equipment to be used in the Work. The CONTRACTOR shall advise the ENGINEER promptly upon placing orders for materials and equipment so that arrangements may be made, if CTA Project No. 19-0035-001-01 01400-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 desired, for inspection before shipment from the place of manufacture. The CONTRACTOR shall at all times furnish the TESTING LAB, ENGINEER and his representatives, facilities including labor, and allow proper time for inspecting and testing materials, equipment, and workmanship. The CONTRACTOR must anticipate that possible delays may occur in the execution of its work due to the necessity of materials and equipment being inspected and accepted for use. The CONTRACTOR shall furnish, at his own expense, all samples of materials required by the TESTING LAB and ENGINEER for testing, and shall make his own arrangements for providing water, electric power, or fuel for the various inspections and tests of structures and equipment. D. The CONTRACTOR shall bear the cost of all tests, inspections, or investigations undertaken by the order of the ENGINEER for the purpose of determining conformance with the Contract Documents if such tests, inspections, or investigations are not specifically required by the Contract Documents, and if conformance is ascertained thereby. Whenever nonconformance is determined by the ENGINEER as a result of such tests, inspections, or investigations, the CONTRACTOR shall bear the full cost of any additional tests and investigations, which are ordered by the ENGINEER to ascertain subsequent conformance with the Contract Documents. 1.04 RIGHT OF REJECTION A. The ENGINEER, acting for the CITY, shall have the right, at all times and places, to reject any articles or materials to be furn ished hereunder which, in any respect, fail to meet the requirements of the Contract Documents, regardless of whether the defects in such articles or materials are detected at the point of manufacture or after completion of the Work at the site. If the ENGINEER or its representative, through an oversight or otherwise, has accepted materials or Work which is defective or which is contrary to the Contract Documents, such materials, no matter in what stage or condition of manufacture, delivery, or erection, ma y be subsequently rejected by the ENGINEER for the CITY. B. The CONTRACTOR shall promptly remove rejected articles or mater ials from the site of the Work after notification of rejection. All costs of removal and replacement of rejected articles or materials as specified herein shall be borne by the CONTRACTOR. 1.05 OTHER CONSTRUCTION CONSIDERATIONS A. Cutting and Patching: The CONTRACTOR shall perform all cutting and patching of the Work that may be required to make its several parts come together properly and fit it to receive or be received by such other work. The CONTRACTOR shall not endanger any work of others by cutting, excavating or otherwise altering their work and shall only cut or alter work with the written consent of the ENGINEER and of the other contractors whose work will be affected. B. Sleeves and Openings: The CONTRACTOR shall provide all openings, chases, etc., to fit its own work and that of any other subcontractors and contractors. All such openings or chases shown on the Contract Drawings, or reasonably implied thereby, or as confirmed or modified by acceptable shop, setting or erecting drawings, shall be provided by the CONTRACTOR. C. Weather Conditions: Work that may be affected by inclement weather shall be suspended until proper conditions prevail. In the event of impending storms, the CONTRACTOR shall take necessary precautions to protect all work, materials and equipment from exposure. CTA Project No. 19-0035-001-01 01400-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 D. Fire Protection: The CONTRACTOR shall take all necessary precautions to prevent fires at or adjacent to the Work, including its own buildings and trailers. Adequate fire extinguisher and hose line stations shall be provided throughout the work area. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) - END OF SECTION - CTA Project No. 19-0035-001-01 01530-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01530 - PROTECTION OF EXISTING FACILITIES PART 1 - GENERAL 1.01 WORK INCLUDED A. The CONTRACTOR shall protect all existing utilities and improvements not designated for removal and shall restore damaged or temporarily relocated utilities and improvements to a condition equal to or better than they were prior to such damage or temporary relocation, all in accordance with requirements of the Contract Documents. B. The CONTRACTOR shall verify the exact locations and depths of all utilities shown and the CONTRACTOR shall make exploratory excavations of all utilities that may interfere with the Work. All such exploratory excavations shall be performed as soon as practicable after award of Contract and, in any event, a suffici ent time in advance of construction to avoid possible delays to the CONTRACTOR's Work. When such exploratory excavations show the utility location as shown to be in error, the CONTRACTOR shall so notify the ENGINEER. C. The number of exploratory excavation s required shall be that number which is sufficient to determine the alignment and grade of the utility. 1.02 RIGHTS-OF-WAY A. The CONTRACTOR shall not do any Work that would affect any oil, gas, sewer, or water pipeline; any telephone, telegraph, or electric transmission line; any fence; or any other structure, nor shall the CONTRACTOR enter upon the rights -of-way involved until notified by the ENGINEER that the CITY has secured authority therefor from the proper party. After authority has been obtained, the CONTRACTOR shall give said party due notice of its intention to begin Work, and shall give said party convenient access and every facility for removing, shoring, supporting, or otherwise protecting such pipeline, transmission line, ditch, fence, or structure, and for replacing same. When 2 or more contracts are being executed at one time on the same or adjacent land in such manner that Work on one contract may interfere with that on another, the CITY shall determine the sequence and order of the Work. When the territory of one contract is the necessary or convenient means of access for the execution of another contract, such privilege of access or any other reasonable privilege may be granted by the CITY to the CONTRACTOR so desiring, to the extent, amount, in the manner, and at the times permitted. No such decision as to the method or time of conducting the Work or the use of territory shall be made the basis of any claim for delay or damage. 1.03 PROTECTION OF STREET OR ROADWAY MARKERS A. The CONTRACTOR shall not destroy, remove, or otherwise disturb any existing survey markers or other existing street or roadway markers without proper authorization. No pavement breaking or excavation shall be started until all survey or other permanent marker points that will be disturbed by the construction operations have been properly referenced for easy and accurate restoration. It shall be the CONTRACTOR's responsibility to notify the proper representatives of the CITY of the time and location that Work will be done. Such notification shall be sufficiently in advance of construction so that there will be no delay due to waiting for survey points to be satisfactorily referenced for restoration. All survey markers or points disturbed by the CONTRACTOR CTA Project No. 19-0035-001-01 01530-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 without proper authorization by the ENGINEER, will be accurately restored by the CITY at the CONTRACTOR's expense after all pump station work has been completed. 1.04 RESTORATION OF PAVEMENT A. General: All paved areas including damaged during construction shall be re placed with similar materials and of equal thickness to match the existing adjacent undisturbed areas, except where specific resurfacing requirements have been called for in the Contract Documents or in the requirements of the agency issuing the permit. All temporary and permanent pavement shall conform to the requirements of the affected pavement owner. All pavements which are subject to partial removal shall be neatly saw cut in straight lines. B. Temporary Resurfacing: Wherever required by the public authorities having jurisdiction, the CONTRACTOR shall place temporary surfacing promptly after backfilling and shall maintain such surfacing for the period of time fixed by said authorities before proceeding with the final restoration of improvements. C. Permanent Resurfacing: In order to obtain a satisfactory junction with adjacent surfaces, the CONTRACTOR shall saw cut back and trim the edge so as to provide a clean, sound, vertical joint before permanent replacement of an excavated or damaged portion of pavement. Damaged edges of pavement along excavations and elsewhere shall be trimmed back by saw cutting in straight lines. All pavement restoration and other facilities restoration shall be constructed to finish grades compatible with adjacent undisturbed pavement. D. Restoration of Sidewalks or Private Driveways: Wherever sidewalks or private roads have been damaged during construction, the CONTRACTOR shall place suitable temporary sidewalks or roadways promptly after backfilling and shall maintain them in satisfactory condition for the period of time fixed by the authorities having jurisdiction over the affected portions before proceeding with the final restoration or, if no such period of times is so fixed, the CONTRACTOR shall maintain said temporary sidew alks or roadways until the final restoration thereof has been made. 1.05 EXISTING UTILITIES AND IMPROVEMENTS A. General: The CONTRACTOR shall protect all underground utilities and other improvements which may be impaired during construction operations. It shall be the CONTRACTOR's responsibility to ascertain the actual location of all existing utilities and other improvements that will be encountered in its construction operations, and to see that such utilities or other improvements are adequately protecte d from damage due to such operations. The CONTRACTOR shall take all possible precautions for the protection of unforeseen utility lines to provide for uninterrupted service and to provide such special protection as may be necessary. B. Utilities to be Moved: In case it shall be necessary to move the property of any public utility or franchise holder, such utility company or franchise holder will, upon request of the CONTRACTOR, be notified by the CITY to move such property within a specified reasonable time. When utility lines that are to be removed are encountered within the area of operations, the CONTRACTOR shall notify the ENGINEER a sufficient time in advance for the necessary measures to be taken to prevent interruption of service. C. Where the proper completion of the Work requires the temporary or permanent removal and/or relocation of an existing utility or other improvement which is shown, the CONTRACTOR shall remove and, without unnecessary delay, temporarily replace or CTA Project No. 19-0035-001-01 01530-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 relocate such utility or improvement in a manner satisfactory to the ENGINEER and the owner of the facility. In all cases of such temporary removal or relocation, restoration to former location shall be accomplished by the CONTRACTOR in a manner that will restore or replace the utility or improvement as nearly as possible to its former locations and to as good or better condition than found prior to removal. D. CITY's Right of Access: The right is reserved to the CITY and to the owners of public utilities and franchises to enter at any time upon any public street, alley, right-of-way, or easement for the purpose of making changes in their property made necessary by the Work of this Contract. E. Underground Utilities Shown or Indicated: Existing utility lines that are shown or the locations of which are made known to the CONTRACTOR prior to excavation and that are to be retained, and all utility lines that are constructed during excavation operations shall be protected from damage during excavation and backfilling and, if damaged, shal l be immediately repaired by the CONTRACTOR. F. Underground Utilities Not Shown or Indicated: In the event that the CONTRACTOR damages any existing utility lines that are not shown or the locations of which are not made known to the CONTRACTOR prior to excavation, a written report thereof shall be made immediately to the ENGINEER. If directed by the ENGINEER, repairs shall be made by the CONTRACTOR under the provisions for changes and extra Work contained the General Conditions. G. All costs of locating, repairing damage not due to failure of the CONTRACTOR to exercise reasonable care, and removing or relocating such utility facilities not shown in the Contract Documents with reasonable accuracy, and for equipment on the project which was actually working on that portion of the Work which was interrupted or idled by removal or relocation of such utility facilities, and which was necessarily idled during such Work will be paid for as extra Work in accordance with the provisions of the General Conditions. Compensation shall not include CONTRACTOR's costs for the coordination of his activities with the utility company affected. CONTRACTOR shall schedule his work in such a manner that he is not delayed by the utilities companies relocating or supporting their facilities. No compensation will be paid the CONTRACTOR for any loss of time or delay associated with CONTRACTOR scheduling. H. Approval of Repairs: All repairs to a damaged improvement are subject to inspection and approval by an authorized representative of the improvement owner before being concealed by backfill or other Work. I. Maintaining in Service: All power, telephone or other communication cable ducts, gas and water mains, irrigation lines, sewer lines, storm drain lines, poles, and overhead power and communication wires and cables encountered along the line of the Work shall remain continuously in service during all the operations under the Contract, unless other arrangements satisfactory to the ENGINEER are made with the owner of said pipelines, duct, main, irrigation line, sewer, storm drain, pole, or wire or cable. The CONTRACTOR shall be responsible for and shall repair all damage due to its operations, and the provisions of this Section shall not be abated even in the event such damage occurs after backfilling or is not discovered until after completion of the backfilling. CTA Project No. 19-0035-001-01 01530-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 1.06 TREES WITHIN STREET RIGHTS-OF-WAY AND PROJECT LIMITS A. General: The CONTRACTOR shall exercise all necessary precautions so as not to damage or destroy any trees or shrubs, including those lying within street rights-of-way and project limits, and shall not trim or remove any trees unless such trees have been approved for trimming or removal by the jurisdictional agency or CITY. All existing trees and shrubs which are damaged during construction shall be trimmed or replaced by the CONTRACTOR or a certified tree company under permit from the jurisdictional agency or CITY and to the satisfaction of said agency and/or the CITY. Tree trimming and replacement shall be accomplished in accordance with the following paragraphs. B. Trimming: Symmetry of the tree shall be preserved; no stubs or splits or torn branches left; clean cuts shall be made close to trunk or large branch. Spikes shall not be used for climbing live trees. All cuts over 1-1/2 inches in diameter shall be coated with an asphaltic emulsion material. C. Replacement: The CONTRACTOR shall immediately notify the jurisdictional agency and/or the CITY if any tree is damaged by the CONTRACTOR's operations. If, in the opinion of said agency or the CITY, the damage is such that replacement is necessary, the CONTRACTOR shall replace the tree at its own expense. The tree shall be of a like size and variety as the tree damaged, or, if of a smaller size, the CONTRACTOR shall pay to the CITY of said tree compensatory payment acceptable to the tree owner, subject to the approval of the jurisdictional agency or CITY. 1.07 NOTIFICATION BY THE CONTRACTOR A. Prior to any excavation in the vicinity of any existing underground facilit ies, including all water, sewer, storm drain, gas, or other pipelines; all buried electric power, communications, or television cables; all traffic signal and street lighting facilities; and all roadway and state highway rights-of-way the CONTRACTOR shall notify the respective authorities representing the owners or agencies responsible for such facilities not less than 3 days nor more than 7 days prior to excavation so that a representative of said owners or agencies can be present during such Work if they so desire. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) - END OF SECTION - CTA Project No. 19-0035-001-01 01550-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01550 - SITE ACCESS AND STORAGE PART 1 - GENERAL 1.01 HIGHWAY LIMITATIONS A. The CONTRACTOR shall make its own investigation of the condition of available public and private roads and of clearances, restrictions, bridge load limits, and other limitations affecting transportation and ingress and egress to the site of the Work. It shall be the CONTRACTOR's responsibility to construct and maintain any haul roads required for its construction operations. 1.02 TEMPORARY CROSSINGS A. General: Wherever necessary or required for the convenience of the public or individual residents at street or highway crossings, private driveways, or elsewhere, the CONTRACTOR shall provide suitable temporary bridges over unfilled excavations, except in such cases as the CONTRACTOR shall secure the written consent of the individuals or authorities concerned to omit such temporary bridges, which written consent shall be delivered to the ENGINEER prior to excavation. All such bridges shall be maintained in service un til access is provided across the backfilled excavation. Temporary bridges for street and highway crossing shall conform to the requirements of the authority having jurisdiction in each case, and the CONTRACTOR shall adopt designs furnished by said authority for such bridges, or shall submit designs to said authority for approval, as may be required. B. Street Use: Nothing herein shall be construed to entitle the CONTRACTOR to the exclusive use of any public street, alleyway, or parking area during the perf ormance of the Work hereunder, and it shall so conduct its operations as not to interfere unnecessarily with the authorized work of utility companies or other agencies in such streets, alleys, ways, or parking areas. No street shall be closed to the public without first obtaining permission of the ENGINEER and proper governmental authority. Where excavation is being performed in primary streets or highways, one lane in each direction shall be kept open to traffic at all times unless otherwise provided or sh own. Toe boards shall be provided to retain excavated material if required by the ENGINEER or the agency having jurisdiction over the street or highway. Fire hydrants on or adjacent to the Work shall be kept accessible to fire -fighting equipment at all times. Temporary provisions shall be made by the CONTRACTOR to assure the use of sidewalks and the proper functioning of all gutters, sewer inlets, and other drainage facilities. C. Traffic Control: For the protection of traffic in public or private streets a nd ways, the CONTRACTOR shall provide, place, and maintain all necessary barricades, traffic cones, warning signs, lights, and other safety devices in accordance with the requirements of the "Manual of Uniform Traffic Control Devices, Part VI - Traffic Controls for Street and Highway Construction and Maintenance Operations," published by U.S. Department of Transportation, Federal Highway Administration (ANSI D6.1). The CONTRACTOR shall take all necessary precautions for the protection of the Work and the safety of the public. All barricades and obstructions shall be illuminated at night, and all lights shall be kept burning from sunset until sunrise. The CONTRACTOR shall station such guards or flaggers and shall conform to such special safety regulations relating to traffic control as may be required by the public authorities within their respective jurisdictions. All signs, signals, and barricades shall conform to the CTA Project No. 19-0035-001-01 01550-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 requirements of Subpart G, Part 1926, of the OSHA Safety and Health Standards for Construction. D. Street Closure: If closure of any street is required during construction, a formal application for a street closure shall be made to the authority having jurisdiction at least 30 days prior to the required street closure in order to determine neces sary sign and detour requirements. 1.03 CONTRACTOR'S WORK AND STORAGE AREA A. If the CONTRACTOR requires a staging area, the CONTRACTOR s hall obtain such areas from off-site sources. The CONTRACTOR shall pay for any off site area it requires. B. Responsibility for protection and safekeeping of equipment and materials at or near the sites will be solely that of the CONTRACTOR and no claim shall be made against the CITY by reasons of any act of an employee or trespasser. C. Upon completion of the Contract, the CONTRACTOR shall remove from the storage areas all of their equipment, temporary fencing, surplus materials, rubbish, etc., and restore the areas. 1.04 STORED MATERIALS AND PAYMENT A. CONTRACTOR is required to carry insurance policies to cover all materials and equipment stored onsite or offsite. Coverage shall include physical loss or damage from transit, fire, lightning, extended coverage, theft, vandalism and malicious mischief, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage, and such other perils or causes of loss. B. Payment for materials or equipment stored onsite or offsite shall be permitted only with the satisfactory physical delivery being confirmed by the Engineer, materials and equipment are suitably stored in accordance with all manufacturer recommendations/requirements, and shall be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other arrangeme nts to protect Owner’s interest. C. In the case of long lead items that need to be ordered and stored in advance of construction work beginning, the CONTRACTOR shall notify the ENGINEER in writing of the circumstances and provide a justification for storage and payment of equipment or materials outside the approved sequence of work. 1.05 TRAFFIC CONTROL A. The CONTRACTOR shall maintain traffic and protect the public from all damage to persons and property within the Contract Limits, in accordance with all applicable state, local, and city regulations. The CONTRACTOR shall conduct its operations so as to maintain and protect access, for vehicular and pedestrian traffic, to and from all properties and business establishments and joining or adjacent to those streets affected by its operations, and to subject the public to a minimum of delay and inconvenience. Suitable signs, barricades, railing, etc., shall be erected and the Work outlined by adequate lighting at night. Danger lights shall be provided as required. Watchmen and flagmen shall be provided as may be necessary for the protection of traffic. CTA Project No. 19-0035-001-01 01550-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 B. All dirt or debris spilled from the CONTRACTOR's trucks on existing pavements shall be removed by the CONTRACTOR immediately. 1.06 SECURITY A. The CONTRACTOR shall employ watchmen and security guards as necessary to protect the job site against vandalism, burglary, theft, trespassing, etc. The CONTRACTOR shall care for and protect against loss or damage of all material to be incorporated in the construction for the duration of the project and shall repair or replace damaged or lost materials and damage to structures. The CONTRACTOR shall be responsible for providing, maintaining and securing gates used for construction purposes for the duration of the project. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) - END OF SECTION - CTA Project No. 19-0035-001-01 01570-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01570 - MAINTENANCE OF TRAFFIC PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. Provide all items necessary to protect, warn and/or maintain vehicular and pedestrian traffic during the course of construction. B. The CONTRACTOR shall arrange for the services of a Traffic Engineer/Consultant, registered as a Professional Engineer in the State of Florida or Certified by the State of Florida, to prepare detailed Maintenance of Traffic (MOT) Plans for permit approval by the City, the Florida Department of Transportation (FDOT), County Traffic Engineering Division, and other governmental agencies having jurisdiction prior to the start of construction activities. C. The Maintenance of Traffic Plan and all traffic warning and control devices shall conform to the applicable provisions of the latest editions of the national “Manual on Uniform Traffic Control Devices” (MUTCD), the 600 series of the Florida Department of Transportation’s “Roadway and Traffic Design Standards”, and County’s Minimum Standards Applicable to Public Rights of Way. D. There will be no separate payment for the fee for Engineering Services , if required. 1.02 TRAFFIC PLAN A. The CONTRACTOR shall submit the detailed MOT Plans to the ENGINEER, City, County, and FDOT, as applicable for review and permit approval, two weeks before the Pre-Construction Meeting. The detailed MOT Plans must identify at a minimum; each phase of the work, traffic flows during each phase, the proposed location of construction signs, channelizing devices, temporary paveme nt markings and symbols, lighting devices, barrier walls, modifications to traffic signals and all other required devices as applicable. No work within the public right-of-way shall commence until the detailed M.O.T. Plans have been approved in writing by all governmental agencies having jurisdiction. Upon the start of construction, the CONTRACTOR shall comply with all provisions of the detailed Maintenance of Traffic Plan s. In the event of non-compliance by the CONTRACTOR, the ENGINEER will have the authority to order the CONTRACTOR to cease construction operations without compensation of time or money until the violations have been corrected. B. The detailed Maintenance of Traffic Plan shall include provisions for pedestrian traffic as well as vehicular (including bus) traffic. C. The Maintenance of Traffic Plan shall show and describe proposed location and time durations of the following as applicable: 1. Public vehicular traffic routing. 2. Traffic blockage and lane closings anticipated due to constr uction operations. 3. Staging/storage areas and haulage routes. 4. Allowable on-street parking in vicinity of work site. 5. Access to buildings adjacent to work site. 6. Driveways which will be blocked by construction operations. CTA Project No. 19-0035-001-01 01570-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 7. Temporary commercial and industrial loading and unloading zones. 8. Temporary traffic control and channelizing devices and markings. 9. Individual street closings with locations and time durations. 10. Detour facilities. PART 2 - PRODUCTS 2.01 TRAFFIC CONTROL AND CHANNELIZING DEVICES A. Provide devices complying with the standards referenced in 1.01 C above as applicable. PART 3 - EXECUTION 3.01 MAINTENANCE OF TRAFFIC A. The CONTRACTOR, at all times, shall conduct the work in such a manner as to insure the least obstruction to traffic as is practical. The safety and convenience of the general public and of the businesses adjacent to the work shall be provided for in a satisfactory manner, as determined by the ENGINEER, the City, the County, and FDOT. B. Sidewalks, gutters, drains, fire hydrants and private drives shall, insofar as practical, be kept in good condition for their intended uses. Fire hydrants on or adjacent to the work shall be kept accessible to fire apparatus at all times, and no material or obstruction shall be placed within ten (10) feet of any such hydrant. C. Construction materials temporarily stored within the road right -of-way shall be placed so as to cause as little obstruction to the general public as is reasonably possible. D. Streets shall not be closed, except in accordance with the approved MOT Plans, and whenever the street is not closed, the work must be conducted with the provision for a safe passageway for vehicular and pedestrian traffic at all times. The CONTRACTOR shall make all necessary arrangement s with the City, the ENGINEER, County, and FDOT concerning maintenance of traffic and selection of detours required. E. All existing regulatory and information signs and traffic signals shall be maintained by the CONTRACTOR for as long as deemed necessary by the CONSULTANT. If any signs or signals are damaged or lost during the construction period, such signs and signals shall be repaired or replaced by the CONTRACTOR at CONTRACTOR’s expense. 3.02 DIVERSION/DETOURING OF TRAFFIC A. When permission has been granted to close an existing roadway, the CONTRACTOR shall furnish and erect signs, channelizing devices, lights, flags and other protective devices, which shall conform to the requirements of Par. 1.01 C, and be subject to the approval of the City, the ENGINEER, County, and FDOT. The CONTRACTOR shall furnish and maintain proper protective devices at such locations for the entire time of closure as the CONSULTANT may direct. B. The CONTRACTOR shall furnish a sufficient number of protective devices to prote ct and divert the vehicular and pedestrian traffic from working areas closed to traffic, or to protect any new work. Failure to comply with this requirement will result in the City and/or ENGINEER shutting down the work, until the CONTRACTOR provides the necessary protection. C. Any time traffic is diverted for a period of time that will exceed one work day temporary pavement markings will be required. Existing pavement markings that conflict with the CTA Project No. 19-0035-001-01 01570-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 new work zone traffic pattern must be obliterated. Pa inting over existing pavement markings (black out) is not permitted. D. The CONTRACTOR may be required to reposition existing traffic signal heads in order to maintain traffic flows at diverted intersections. If this should be necessary, the CONTRACTOR must submit a plan for approval showing the course of work, and the planned repositioning. Plan must be approved prior to implementation. No separate payment for repositioning the existing traffic signal heads will be made. - END OF SECTION - CTA Project No. 19-0035-001-01 01600-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01600 - MATERIALS AND EQUIPMENT PART 1 - GENERAL 1.01 GENERAL A. The word "Products," as used herein, is defined to include purchased items for incorporation into the Work, regardless of whether specifically purchased for project or taken from CONTRACTOR's stock of previously purchased products. The word "Materials," is defined as products which must be substantially cut, shaped, worked, mixed, finished, refined, or otherwise fabricated, processed, installed, or applied to form units of Work. The word "Equipment" is defined as products with operational parts, regardless of whether motorized or manually operated, and particularly including products with service connections (wiring, piping, and other like items). Definitions in this paragraph are not intended to negate the meaning of other terms used in Contract Documents, including "specialties," "systems," "structure," "finishes," "accessories," "furnishings," special construction," and similar terms, which are self -explanatory and have recognized meanings in the construction industry. 1.02 QUALITY ASSURANCE A. Source Limitations: To the greatest extent possible for each unit of Work, the CONTRACTOR shall provide products, materials, or equipment of a singular generic kind from a single source. B. Compatibility of Options: Where more than one choice is available as options for CONTRACTOR's selection of a product, material, or equipment, the CONTRACTOR shall select an option which is compatible with other products, materials, or equipment already selected. Compatibility is a basic general requirement of product/material selections. 1.03 DESIGN A. Equipment and appurtenances shall be designed in conformity with the ASME, AIEE, NEMA and other generally accepted applicable standards and shall be rug ged construction and of sufficient strength to withstand all stresses which may occur during fabrication, testing, transportation, installation and all conditions of operation. All bearings and moving parts shall be adequately protected by bushings or othe r acceptable means against wear, and provision shall be made for adequate lubrication by readily accessible devices. Details shall be designed for appearance as well as utility. Protruding members, joints, corners, gear covers, etc., shall be finished in a ppearance. B. All corners of structural shapes shall be rounded or chamfered. 1.04 PRODUCT DELIVERY-STORAGE-HANDLING A. The CONTRACTOR shall deliver, handle, and store products in accordance with supplier's written recommendations and by methods and means which will prevent damage, deterioration, and loss including theft. Delivery schedules shall be controlled to minimize long-term storage of products at site and overcrowding of construction spaces. In particular, the CONTRACTOR shall provide delivery/insta llation coordination to ensure minimum holding or storage times for products recognized to be flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other sources of loss. CTA Project No. 19-0035-001-01 01600-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 1.05 TRANSPORTATION AND HANDLING A. Products shall be transported by methods to avoid product damage and shall be delivered in undamaged condition in supplier's unopened containers or packaging, dry. B. The CONTRACTOR shall provide equipment and personnel to handle products, materials, and equipment including those provided by CITY, by methods to prevent soiling and damage. C. The CONTRACTOR shall provide additional protection during handling to prevent marring and otherwise damaging products, packaging, and surrounding surfaces. 1.06 STORAGE AND PROTECTION A. Products shall be stored in accordance with supplier's written instructions, with seals and labels intact and legible. Sensitive products shall be stored in weather-tight enclosures and temperature and humidity ranges shall be maintained within tolerances required by supplier's written instructions. B. For exterior storage of fabricated products, they shall be placed on sloped supports above ground. Products subject to deterioration shall be covered with impervious sheet covering; ventilation shall be provided to avoid condensation. C. Loose granular materials shall be stored on solid surfaces in a well-drained area and shall be prevented from mixing with foreign matter. D. Storage shall be arranged to provide access for inspection. The CONTRACTOR shall periodically inspect to assure products are undamaged and are maintained under required conditions. E. Storage shall be arranged in a manner to provide access for maintenance of stored items and for inspection. 1.07 STORED MATERIALS AND PAYMENT A. CONTRACTOR is required to carry insurance policies to cover all materials and equipment stored onsite or offsite. Coverage shall include physical loss or damage from transit, fire, lightning, extended coverage, theft, vandalism and malicious mischief, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage, and such other perils or causes of loss. B. Payment for materials or equipment stored onsite or offsite shall be permitted only with the satisfactory physical de livery being confirmed by the Engineer, materials and equipment are suitably stored in accordance with all manufacturer recommendations/requirements, and shall be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has rece ived the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other arrangeme nts to protect Owner’s interest. C. In the case of long lead items that need to be order ed and stored in advance of construction work beginning, the CONTRACTOR shall notify the ENGINEER in writing of the circumstances and provide a justification for storage and payment of equipment or materials outside the approved sequence of work. 1.08 MAINTENANCE OF STORAGE A. Stored products shall be inspected on a regularly scheduled basis. The CONTRACTOR shall follow all required/recommended storage requirements such as environmental controls (air conditioning), periodic rotation of moving parts, lubric ation, etc. The CTA Project No. 19-0035-001-01 01600-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 CONTRACTOR shall maintain a log of inspections and shall make said log available to the ENGINEER on request. B. The CONTRACTOR shall verify that storage facilities comply with supplier's product storage requirements. C. The CONTRACTOR shall verify that supplier/manufacturer required environmental conditions are maintained continually. D. The CONTRACTOR shall verify that surfaces of products exposed to the elements are not adversely affected and that any weathering of finishes is accep table under requirements of Contract Documents. 1.09 MAINTENANCE OF EQUIPMENT STORAGE A. For mechanical and electrical equipment in long -term storage, the CONTRACTOR shall provide a copy of the supplier's service instructions to accompany each item, with n otice on enclosed instruction shown on exterior of package. B. Equipment shall be serviced on a regularly scheduled basis, and a log of services shall be maintained and submitted as a record document to the ENGINEER. 1.10 LUBRICANTS A. During testing and prior to acceptance, the CONTRACTOR shall furnish all lubricants necessary for the proper lubrication of all equipment furnished under this Contract. 1.11 SPECIAL TOOLS A. For each type of equipment furnished by him, the CONTRACTOR shall provide a complete set of all special tools (including calibration and test equipment) which may be necessary for the adjustment, operation, maintenance and disassembly of such equipment. B. Special tools shall be delivered at the same time as the equipment to which they per tain. The CONTRACTOR shall properly store and safeguard such special tools until completion of the Work, at which time they shall be delivered to the CITY. 1.12 PROTECTION AGAINST ELECTROLYSIS A. Where dissimilar metals are used in conjunction with each other, suitable insulation shall be provided between adjoining surfaces so as to eliminate direct contact and any resultant electrolysis. The insulation shall be bituminous impregnated felt, heavy bituminous coatings, nonmetallic separators or washers, or ot her acceptable materials. 1.13 FASTENERS A. All necessary bolts, anchor bolts, nuts, washers, plates and bolt sleeves shall be furnished by the CONTRACTOR in accordance herewith. Bolts shall have suitable washers and, where so required, their nuts shall be hexagonal. B. All bolts, anchor bolts, nuts, washers, plates, and bolt sleeves shall be Type 316 stainless steel unless otherwise specifically indicated or specified. C. Unless otherwise specified, stud, tap, and machine bolts shall be of the best quality refined bar iron. Hexagonal nuts of the same quality of metal as the bolts shall be used. CTA Project No. 19-0035-001-01 01600-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 1.14 SALVAGED AND EXCAVATED MATERIALS A. In the absence of special provisions in other Sections of the Specifications, salvage materials, equipment or supplies that occur are the property of the CITY and shall be cleaned and stored as directed by the ENGINEER. B. All excavated materials needed for backfilling operation shall be stored on site. Where additional area is needed for stockpiling, it shall be obtained by the CONTRACTOR. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) - END OF SECTION - CTA Project No. 19-0035-001-01 01700-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01700 - PROJECT CLOSEOUT PART 1 - GENERAL 1.01 SCOPE OF WORK A. The Work of Project Closeout consists of completion of project requirements that must be fulfilled near the end of the Contract Time in preparation for final acceptance and occupancy of the project by the CITY as well as final payment to the CONTRACTOR and normal termination of the Contract. 1.02 SUBSTANTIAL COMPLETION A. When CONTRACTOR determines that the Work is substantially complete, he shall submit to ENGINEER a written notice that the Work or designated portion thereof, is substantially complete. The notice shall be accompanied by a report of the results of inspection, testing and adjustments of the completed systems, a list of items to be completed or corrected, the required record closeout documents and all special tools, spare parts, extra stock, maintenance materials, keys and similar operational items, as applicable. B. ENGINEER will review the documents submitted and, accompanied by the CONTRACTOR, will conduct a construction review to determine the status of completion. If incomplete, the CONTRACTOR shall remedy the deficiencies encountered and the ENGINEER will again review the Work. C. The process will be repeated until ENGINEER determines that the Work is substantially complete, at which time he will issue to CONTRACTOR, with copy to CITY, a Certificate of Substantial Completion along with a punchlist of items to be completed or corrected. If, upon Substantial Completion the CITY occupies the Work, the CITY will allow CONTRACTOR reasonable access to complete or correct punchlist items and other related Work. D. In the event such occupancy by the CITY is planned, the Certificate of Substantial Completion shall include a written recommendation as to the division of responsibilities and liabilities pending final acceptance between CITY and CONTRACTOR with respect to security, operation, safety, maintenance, utilities, insurance, warranties and guarantees for their written acceptance. However, no occupancy or separate operation of part of the Work will be accomplished prior to compliance with Contract requirements in respect of property insurance. No such use or occupancy shall commence before the insurers have acknowledged notice thereof and in writing effected the changes in coverage necessitated thereby by endorsement on the property insurance policy or policies. Such policy or policies shall not be cancelled or lapse on account of any such partial use or occupancy. 1.03 FINAL CONSTRUCTION REVIEW A. When Work is complete, including the punchlist items, CONTRACTOR shall notify ENGINEER in writing that the Work is completed and ready for final construction review. ENGINEER, accompanied by the CONTRACTOR, will make a final construction review to verify status of completion with reasonable promptness and when satisfied that the Work is acceptable under the Contract Documents, he will so advise CITY and CONTRACTOR. B. If, during construction operations or during construction reviews for substantial or final completion, the ENGINEER should fail to reject defective Work or materials, such failure to reject shall in no way prevent his later rejection when such defect is discovered, or obligate CTA Project No. 19-0035-001-01 01700-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 CITY to final acceptance. CONTRACTOR shall make no claim for losses suffered due to any necessary removals or repairs of such defects. 1.04 CONTRACTOR'S CLOSEOUT SUBMITTALS A. Upon receipt of notice of acceptability from ENGINEER, CONTRACTOR shall assemble, for submittal along with the Final Application for Payment, evidence of compliance with requirements of governing authorities and Contract Documents, as follows: 1. Project Record Documents including As-built Drawings and Specifications, Addenda, Construction Schedule, Change Orders and other modifications of the Contract, Approved Shop Drawings, Product Data and Samples, and Field Test records. 2. Operating and Maintenance Instructions: Submit instructions and/or manuals for operating equipment and systems as prepared in accordance with the requirements of the applicable equipment specifications sections. 3. Warranties and Bonds: As applicable and in accordance with the requirements of the individual sections of the specifications. 4. Evidence of payment to subcontractors, testing laboratories, material men and equipment suppliers and releases of liens therefrom. B. During the construction process, CONTRACTOR shall maintain records of all deviations from the Plans and Specifications and prepare therefrom Record Drawings showing correctly and accurately all changes and deviations made during construction to reflect the Work as it was actually constructed. The record drawings shall identify all underground piping and ductwork with elevations and dimensions and locations of valves, pull boxes, etc., changes in location, horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements, actual installed pipe material, class, etc. CONTRACTOR shall prepare these drawings to conform to recognized standards of drafting, to be neat, legible and on standard size project plan sheets. As a prerequisite for monthly progress payments, CONTRACTOR shall submit, simultaneously with the progress payment request, a copy of the currently updated Record Drawings for review by the ENGINEER. Final payment to the CONTRACTOR will not be made until the completed set of record drawings, signed and sealed by a professional engineer or land surveyor registered in the State of Florida and approved by the ENGINEER as to form and accuracy has been delivered to the CITY. 1.05 FINAL ADJUSTMENTS OF ACCOUNTS A. CONTRACTOR shall submit a final statement of accounting along with the Final Application for Payment to ENGINEER, reflecting all adjustments to Contract Sum and the ENGINEER, upon verifying the claim, will submit the approved document to CITY for payment. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) - END OF SECTION - CTA Project No. 19-0035-001-01 02050-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 02050 - DEMOLITION PART 1 - GENERAL 1.01 THE REQUIREMENT A. The CONTRACTOR shall remove and dispose of or salvage any existing structure, piping, conduits, electrical equipment, mechanical equipment, or appurtenances or portions thereof, as shown on the Drawings or required to complete the project. B. All materials designated for disposal shall, when released by the ENGINEER, become the CONTRACTOR's property and shall be removed from the site to the CONTRACTOR's own place of disposal. 1.02 RELATED WORK SPECIFIED ELSEWHERE (Not Used) 1.03 SUBMITTALS A. The CONTRACTOR shall submit for review, in accordance with Section 01300, "Submittals" the proposed methods, equipment and operation sequence. Include coordination for shut-off, temporary services, continuation of service and other applicable items to ensure no interruption of operations except as hereinbefore specified. 1.04 JOB CONDITIONS A. Protection: The CONTRACTOR shall execute the demolition and removal work to prevent damage or injury to structures, occupants thereof and adjacent features which might result from falling debris or other causes, and so as not to interfere with the use, and free and safe passage to and from adjacent structures. B. Closing or obstructing of roadways adjacent to the work by the placement or storage of materials will not be permitted. All operations shall be conducted with a minimum interference to traffic on these ways. C. The CONTRACTOR shall repair damage done to facilities to remain, or to any property belonging to the CITY. D. Scheduling: The CONTRACTOR shall carry out his operations so as to avoid interference with operations and work in the existing facilities. E. Notification: At least 48 hours prior to commenceme nt of a demolition or removal, the CONTRACTOR shall notify the ENGINEER in writing of his proposed schedule therefor. No removals shall be started until it is acceptable to the ENGINEER. 1.05 DUST CONTROL A. The CONTRACTOR shall use temporary enclosures and other suitable methods to limit the amount of dust and dirt rising and scattering in the air to the lowest practical level. Existing electrical and mechanical equipment to remain shall be protected from damage, dust, and debris. CTA Project No. 19-0035-001-01 02050-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.01 GENERAL A. Prior to commencing work, the CONTRACTOR shall check all underground and exposed existing utility in any way associated or in the proximity to the items to be removed and shall verify that the piping is inactive (abandoned) and that electric power to equipment, lighting, controls, etc., has been permanently disconnected. Active services shall be brought to the attention of the CITY for proper action. B. The CONTRACTOR shall remove all equipment and accessories in a workmanlike manner and shall take all necessary precautions to avoid damaging existing equipment, piping, and structure which are to be retained. Damages shall be repaired or replaced at the expense of the CONTRACTOR. C. The CONTRACTOR shall proceed with the removal of the structures, equipment, piping, and appurtenances in a sequence designed to maintain continuous operation. 3.02 UNAUTHORIZED REMOVAL A. Any equipment, piping and appurtenances removed without proper authorization, shal l be replaced to the satisfaction of the CITY at no cost to the CITY. 3.03 SALVAGED ITEMS A. Items noted on the Drawings to be salvaged shall remain the property of the CITY. Valves shall be salvaged when located on pipelines shown to be demolished. The CONTRACTOR shall carefully move salvaged equipment to a CITY designated off -site location. 3.04 DEMOLITION A. All materials and equipment shown on the Drawings to be removed or demolished shall become the property of the CONTRACTOR, with exception of items noted on Drawings to be salvaged or items tagged on site by CITY personnel. The CONTRACTOR shall dispose of all demolition materials, equipment, debris and all other items off the project site and in conformance with all existing applicable laws and regulat ions. 3.05 STRUCTURAL REMOVALS A. The CONTRACTOR shall remove structures to the lines and grades shown, unless otherwise indicated by the ENGINEER. B. All wood, concrete, brick, tile, concrete block, roofing materials, reinforcement, structural or miscellaneous metals, plaster, wire mesh and other items contained in or upon the structure shall be removed and taken from the project site. These items shall not be used in backfill. C. Finishes: After removal of parts or all of masonry walls, slabs and like wor k, which tie into new work or existing work, the point of junction shall be neatly repaired so as to leave only finished edges and surface exposed. 3.06 MECHANICAL REMOVALS (Not Used) CTA Project No. 19-0035-001-01 02050-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 3.07 ELECTRICAL REMOVALS (Not Used) 3.08 REPAIR WORK A. Surfaces of walls, or floors, which are exposed by any of the removals specified herein, and which have holes, scars, chipped or other damaged surfaces revealed by the removal, shall be repaired by the CONTRACTOR as specified in Division 3. 3.09 CLEANUP A. The CONTRACTOR shall remove from the project site all debris resulting from the demolition and removal operations as it accumulates. Upon completion of the demolition work, all materials, equipment, waste and debris of every sort shall be removed and the premises shall be left clean, neat and orderly. - END OF SECTION - CTA Project No. 19-0035-001-01 02222-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 02222 - EXCAVATION AND BACKFILL PART 1 - GENERAL 1.01 WORK INCLUDED A. Excavate, grade and backfill as required for the site underground conduit, as shown on the Drawings and specified herein. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Clearing and Grubbing B Electrical Work 1.03 QUALITY CONTROL A. An independent testing laboratory will be retained by the C ONTRACTOR to do appropriate testing as described in Section 01400, "Testing and Quality Control". The CONTRACTOR shall schedule his Work so as to permit a reasonable time for testing before placing succeeding lifts and shall keep the laboratory informed of his prog ress. 1.04 GROUNDWATER A. The CONTRACTOR shall be responsible for anticipating groundwater conditions and shall provide positive control measures as required. Such measures shall ensure stability of excavations, groundwater pressure control, prevention of tanks, pipes, and other structures from being lifted by hydrostatic pressures, and avoiding the disturbance of subgrade bearing materials. 1.05 TRENCH SAFETY ACT COMPLIANCE A. The CONTRACTOR by signing and executing the contract is, in writing, assuring th at he will perform any trench excavation in accordance with the Florida Trench Safety Act, Section 553.60 et. seq. The CONTRACTOR further identified the separate item(s) of cost of compliance with the applicable trench safety standards as well as the metho d of compliance as noted on Sheet P-8 of the Contract front-end document. The CONTRACTOR acknowledges that this cost is included in the applicable items of the Proposal and Contract and in the Grand Total Bid and Contract Price. B. The CONTRACTOR is, and the CITY and ENGINEER are not, responsible to review or assess the CONTRACTOR's safety precautions, programs or costs, or the means, methods, techniques or technique adequacy, reasonableness of cost, sequences or procedures of any safety precaution, program or cost, including but not limited to, compliance with any and all requirements of Florida Statute Section 553.60 et. seq. cited as the "Trench Safety Act". The CONTRACTOR is, and the CITY and ENGINEER are not, responsible to determine if any safety or s afety related standards apply to the project, including but not limited to, the "Trench Safety Act". 1.06 PROTECTION OF PROPERTY AND STRUCTURES A. The CONTRACTOR shall, at his own expense, sustain in place and protect form direct or indirect injury, all pipes, poles, conduits, walls, buildings, and all other structures, utilities, and property in the vicinity of his work. Such sustaining shall be done by the CONTRACTOR. The CONTRACTOR shall take all risks attending the presence or proximity of pipes, poles, conduits, walls, buildings, and all other structures, utilities, and property in the vicinity of his work. Such sustaining shall be done by the CONTRACTOR. CTA Project No. 19-0035-001-01 02222-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 The CONTRACTOR shall take all risks attending the presence or proximity of pipes, poles, conduits, walls, buildings, and all other structures, utilities, and property in the vicinity of his work. He shall be responsible for all damage, and assume all expenses, for direct or indirect injury and damage, caused by his work, to any s uch pipe, structures, etc., or to any person or property, by reason of injury to them, whether or not such structures, etc., are shown on the Drawings. B. Barriers shall be placed at each end of all excavations and at such places as may be necessary along excavations to warn all pedestrian and vehicular traffic of such excavations. Barricades with flashing lights shall also be placed along excavation from sunset each day to sunrise of the next day until such excavation is entirely refilled, compacted, and paved. All excavations shall be barricaded where required to meet OSHA, local and Federal Code requirements, in such a manner to prevent persons from falling or walking into any excavation within the pump station fenced property. PART 2 - PRODUCTS 2.01 MATERIALS A. General: Materials shall be furnished as required from on -site excavations or from acceptable off-site sources as required. The CONTRACTOR shall notify the ENGINEER of the sources of each material at least ten calendar days prior to the anticipat ed use of the materials. B. Backfill: In general, clean sandy excavated material, that is free from organics clay and construction debris can be used for backfill material. All material to be used as selected backfill shall be able to pass a 3/4 -inch sieve. If, in the ENGINEER's opinion, excavation material is unsuitable for backfill purposes, imported material having a sand equivalent value of not less than 20 percent shall be used for this portion of the trench backfill. All backfill material (placed above select backfill) shall be able to pass through a 6 -inch ring. If suitable backfill is not available from the excavations, it shall be obtained from off site sources. PART 3 - EXECUTION 3.01 EXCAVATION A. The CONTRACTOR shall perform all excavation o f every description and of whatever substance encountered, to the dimensions, grades and depths shown on the Drawings, or as directed. All excavations shall be made by open cut. All existing utilities such as pipes, poles and structures shall be carefully located, supported and protected from injury; in case of damage, they shall be restored at the CONTRACTOR's expense. B. Excavated unsuitable material shall be removed from the site and disposed of by the CONTRACTOR. Materials removed from the trenches shall be stored and in such a manner that will not interfere unduly with pump station operations, traffic on public roadways and sidewalks and shall not be placed on private property. In congested areas, such materials as cannot be stored adjacent to the trench or used immediately as backfill shall be removed to other convenient places of storage acceptable to the CITY at the CONTRACTOR's expense. C. Excavated material that is suitable for use as backfill shall be used in areas where sufficient material is not available from the excavation. Suitable material in excess of backfill requirements shall be used on the pump station site as directed by the ENGINEER. CTA Project No. 19-0035-001-01 02222-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 3.02 REMOVAL OF WATER A. General: It is a basic requirement of these Specifications t hat excavations shall be free from water before pipe or structures are installed. B. The CONTRACTOR shall provide pumps, and other appurtenant equipment necessary to remove and maintain water at such a level as to permit construction in a dry condition. The CONTRACTOR shall continue dewatering operations until backfilling has progressed to a sufficient depth over the pipe to prevent flotation or movement of the pipe in the trench or so that it is above the water table. If at any point during the dewatering operation it is determined that fine material is being removed from the excavation sidewalls, the dewatering operation shall be stopped if acceptable to the ENGINEER. If any of the subgrade or underlying material is disturbed by movement of groundwater, surface water, or any other reason, it shall be replaced at the CONTRACTOR's expense with crushed stone or gravel. C. Disposal: Water from the trenches and excavation shall be disposed of in such a manner as will not cause injury to public health, to pub lic or private property, to the Work completed or in progress, to the surface of the streets, cause any interference with the use of the same by the public, or cause pollution of any waterway or stream. The CONTRACTOR shall submit his proposed methods of handling trench water and locations at which the water will be disposed of to the ENGINEER for review and shall receive acceptance before starting the excavation. Disposal to any surface water body will require silt screens to prevent any degration in the w ater body. It shall be the CONTRACTOR’s responsibility to obtain all the necessary dewatering permits from the appropriate permitting agencies prior to starting excavation. 3.03 COMPACTION AND DENSITIES A. Compaction of backfill shall be 98 percent of the maximum density where the trench is located under structures or paved areas, and 95 percent of the maximum density elsewhere. More thorough compaction may be required when Work is performed in other regulatory agencies jurisdictions, such as the DOT. Methods of control and testing of backfill construction are: 1. Maximum density of the material in trenches shall be determined by ASTM D 1557. 2. Field density of the backfill material in place shall be determined by ASTM D 1556 or D 2922. B. Testing: Laboratory and field density tests, which in the opinion of the ENGINEER are necessary to establish compliance with the compaction requirements of these Specifications, shall be ordered by the ENGINEER. The CONTRACTOR shall coordinate and cooperate with the testing laboratory. The testing program will be implemented by the ENGINEER establishing depths and locations of tests. Modifications to the program will be made as job conditions change. C. Trench backfill which does not com ply with the specified densities, as indicated by such tests, shall be reworked and recompacted until the required compaction is secured, at no additional cost to the CITY. The costs for retesting such Work shall be paid for by the CONTRACTOR. - END OF SECTION - CTA Project No. 19-0035-001-01 02710-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 02710 - ASPHALTIC CONCRETE PAVEMENT PART 1 - GENERAL 1.01 WORK INCLUDED A. Construct asphaltic concrete pavement in accordance with the lines, grades and typical section as indicated on the Drawings, specified herein and as required for a complete installation. 1.02 SUBMITTALS A. The CONTRACTOR shall submit his proposed formula for the asphaltic concrete paving for review in accordance with the Section 01300, "Submittals". 1.03 QUALITY CONTROL A. The phrase "DOT Specifications" shall refer to the Florida Department of Transportation Standard Specifications for Road and Bridge Construction. The DOT Specifications, are referred to herein and are hereby made a part of this Contract to the extent of such references, and shall be as binding upon the Contract as through reproduced herein in their entirety. PART 2 - PRODUCTS 2.01 MATERIALS A. Limerock Base: The limerock base shall consist of either one or two courses of Miami Oolite limerock in accordance with Section 200 and 911 of the DOT Specifications. B. Prime Coat: The material used for the prime coat shall be cut -back Asphalt Grade RC-70 conforming to Sections 300 and 916 of the DOT Specifications for prime to be used on Miami Oolite formation limerock. C. Tack Coat: The material used for the tack coat shall be Emulsified Asphalt Grade RS -2 conforming to Sections 300 and 916 of the DOT Specifications. The complete site shall receive a final tack coat to provide a uniform finish for all new and existing paving at the pump station site. D. Asphaltic Concrete: The materials and construction of the asphaltic concrete patch and surface courses shall be Type S-I or Type S-III Asphaltic Concrete conforming to Sections 330, 331 and 916 of the DOT Specifications. Locations where Type S-I or Type S-III will be used shall be approved by the Engineer. PART 3 - EXECUTION 3.01 INSTALLATION A. Subgrade: Roadway subgrades shall be stabilized to the minimum depth shown on the Drawings to a Limerock Bearing Ratio of not less than 40. Stabilizing shall be Type B as defined in Section 160 of the DOT Specifications. Stabilization may require the addition and thorough mixing in of crushed limerock, course limerock screenings, or any other stabilizing material acceptable to the ENGINEER. The stabilizing material shall be applied in such quantity that, after mixing and blending, the subgrade will have a LBR of not less than 40. Stabilizing material shall be mixed or blended in the subgrade material by plowing, scarifying, disking, harrowing, blading and mixing with rotar y tillers until the CTA Project No. 19-0035-001-01 02710-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 mixed materials are of uniform bearing value throughout the width and depth of the layer being processed. B. At least three density determinations shall be made on each day's final compaction operations on each course, and the density determinations shall be made at more frequent intervals if deemed necessary by the ENGINEER. C. Limerock Base: The limerock base shall be constructed in accordance with Section 200 of the DOT Specifications, to the thickness and width indicated on the Drawings. D. After spreading of the base material is completed, the entire surface shall be scarified and shaped so as to produce the exact grade and cross section after compaction. For double course base, this scarifying shall extend a de pth sufficient to penetrate slightly the surface of the first course. The maximum depth of each lift shall be 8 -inches. E. When the material does not have the proper moisture content to insure the required density, wetting or drying shall be required. If the material is deficient in moisture, water will be added and uniformly mixed in by disking the base course to its full depth. If the material contains an excess of moisture, it shall be allowed to dry before being compacted. As soon as proper conditions o f moisture are attained, the material shall be compacted to an average density not less than 98 percent maximum density as determined in more than one course, the density shall be obtained in each lift of the base. F. During final compacting operations, if blading of any areas is necessary to obtain the true grade and cross section, the compacting operations for such areas shall be completed prior to making the density determination on the finished base. G. Unless otherwise directed by the ENGINEER, the surface shall be "hard-planed" with a blade grader immediately prior to the application of the prime coat to remove the thin glaze or cemented surface and to allow free penetration of the prime material. The materials planed from the base shall be removed fro m the base area. H. If cracks or checks appear in the base, either before or after priming, which in the opinion of the ENGINEER, would impair the structural efficiency of the base course, the CONTRACTOR shall remove such cracks or checks by rescarifying, reshaping, adding base material where necessary and recompacting, at no additional cost to the CITY. I. Mixing Base and Subgrade: If at any time the subgrade material shall become mixed with the base course material, the CONTRACTOR shall, without additiona l compensation, dig out and remove the mixture, reshape and compact the subgrade and replace the materials removed with clean base material, which shall be shaped and compacted as specified above. J. Prime Coat: The prime coat shall be applied at a rate of 0.15 gallons per square yard and the Work performed in accordance with Section 300 of the DOT Specifications. K. Tack Coat: The tack coat shall be applied at a rate between 0.02 and 0.10 gallons per square yard and the Work performed in accordance with Se ction 300 of the DOT Specifications. L. Asphaltic Concrete: The spreading, compacting and jointing the wearing surface shall be in accordance with Sections 330 and 331 of the DOT Specifications to the thickness indicated on the Drawings. CTA Project No. 19-0035-001-01 02710-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 3.02 PAVEMENT REPAIR A. All damage to pavement as a result of Work under this Contract shall be repaired in a manner satisfactory to the ENGINEER and at no additional cost to the CITY. The repair shall include the preparation of the subgrade, the placing and compacting of t he limerock base, the priming of the base, the placing and maintaining of the surface treatment, all as specified herein. B. The width of all repairs shall extend at least 12 inches beyond the limit of the damage. The edge of the pavement to be left in pla ce shall be cut to a true edge with a saw or other acceptable method so as to provide a clean edge to abut the repair. The line of the repair shall be reasonably uniform with no unnecessary irregularities. 3.03 TEMPORARY PAVING A. Prior to commencing excavation, the asphalt surface shall be sawcut within the limits of the allowable trench width. Temporary paving will be required along the entire route where the original paved surface is removed. Temporary paving shall be placed the same day the trench is backfilled. The trench shall be backfilled as required in Section 6.09, "Backfill and Compaction", up to a level 1 inch below the existing pavement surface and a temporary, cold mixed sand/asphalt pavement shall be constructed up to the level of the existing pavement surface. The liquid asphalt shall be Grade RC-70 conforming to the requirements of D.O.T. Specifications, Section 916 -2. The sand shall conform to the requirements of D.O.T. Specifications, Section 902 for fine aggregate. B. The cold mix is to be installed as necessary to assure safe driving surface. C. Prior to completion of the work the CONTRACTOR shall remove the 1 inch of cold mix and surplus backfill. He shall replace it with the specified compacted limerock base course and asphalt within the approved working limits. Municipal agencies permitting this work may accelerate the time for removal of the cold mix, at their discretion. D. The temporary pavement shall be maintained by the CONTRACTOR in a condition satisfactory to the ENGINEER until its removal. Removal shall include any surplus backfill material. Replacement shall be made within 30 days with the permanent pavement. In replacing the temporary paving with permanent pavement, all work shall be completed in sections compatible with specified traffic maintenance procedures. No payment shall be made for temporary paving work and the cost for such work shall be included in the prices bid for other applicable items of work. E. Sand seal on the limerock base course will not be p ermitted in lieu of temporary paving. - END OF SECTION - CTA Project No. 19-0035-001-01 02780-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 02780 - PRECAST CONCRETE PAVERS PART 1 - GENERAL 1.01 WORK INCLUDED A. Provide work required to complete, as indicated by the Contract Documents, and furnish supplementary items necessary for the proper installation of the Precast Concrete Pavers including but not limited to the followin g: 1. Paver work shown. 2. Sand Setting Bed. 3. Compacted coarse granular base. 4. Sample panels. 1.02 RELATED WORK A. Section 02900 - Landscape Work. B. Section 03300 - Cast-in-Place Concrete. 1.03 REFERENCES A. Florida Department of Transportation Standa rd Specifications for Road and Bridge Construction. B. American Society for Testing and Materials (ASTM) 1. ASTM C-936-82 2. ASTM C-67-73 3. ASTM C-150 4. ASTM C-140 5. ASTM C-33 1.04 SUBMITTALS A. Product Data: 1. Submit manufacturer's specifications on size, thickness, compressive strength, abrasive wear, absorption rate and other data to evidence compliance with these specifications. 2. Submit results of tests on each paver type done in accordance with ASTM C-140. CTA Project No. 19-0035-001-01 02780-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 3. Submit manufacturer's detailed installation instructions. 4. Submit manufacturer's warranties. B. Samples: 1. Submit one (1) paver stone for each paver size, shape and color representative of pavers to be used in each paver pattern. C. Quality Control Submittals: Submit evidence of exact com pliance with the specified requirements for Design Data, Test Reports, Certificates, Manufacturer's Instructions and Manufacturer's Field Reports. 1.05 QUALITY ASSURANCE A. Manufacturer Qualifications: 1. Pavers in a given pattern shall be produced by a single manufacturer unless otherwise approved by LANDSCAPE ARCHITECT. 2. Manufacturer shall submit evidence of having not less than five (5) years successful production of this or similar product. B. Installer Qualifications: 1. Installer shall submit evidence of skill and not less than five (5) years specialized experience with installation of this or similar product. 2. Installer shall be approved by the manufacturer. 1.06 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle products in exact accorda nce with the manufacturer's requirements and specifications. B. Packing and Shipping: Deliver and store pavers on manufacturers bound pallets. C. Storage and Protection: Protect from damage during handling, unloading , delivery and storage. 1.07 PROJECT/SITE CONDITIONS A. Environmental Requirements: per manufacture's latest published specifications for the following: 1. Weather 2. Rain 3. Temperature CTA Project No. 19-0035-001-01 02780-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 B. Field Measurements: Determine that the areas to receive the pave r fields are square or built to designed angles or dimensions. Make LANDSCAPE ARCHITECT aware of conflicts which will affect the appearance of the paver field or variations in cut angles along paver edging. 1.08 TESTING A. Provide an independent testing laboratory to test pavers proposed for installation. 1. Submit test results for review by the LANDSCAPE ARCHITECT. 2. Provide and pay for tests on Pre-Cast concrete pavers. 3. Provide and pay for density and compaction tests on limerock base. PART 2 - PRODUCTS 2.01 ACCEPTABLE PRODUCT/MATERIAL MANUFACTURERS A. Pavers: General 1. Solid concrete conforming to ASTM C-936-82. 2. Portland cement conforming to ASTM C-150. 3. Compressive Strength: 8,000 psi minimum. 4. Abrasion Resistance: volume loss less than 0.915 in3 (15 cm3 per 50 cm3) in accordance with Method C-418. 5. Absorption Rate: Maximum 5% 6. Acceptable manufacturers: a. Manufacturer: See Drawings. b. Color: See Drawings. B. Sand Setting Bed 1. The Sand Setting Bed shall be a 1” inch well graded clean washed sharp sand with 100% passing a 3/8" sieve size and a maximum of 3% passing a No. 200 sieve size. This is commonly known as manufactured concrete sand, limestone screening, or similar. 2. Mason sand is not acceptable. C. Sand Joint Mixture 1. The sand joint mixture shall consist of clean, dry silica sand containing at least 30% of 1/8" (3 mm) particles. CTA Project No. 19-0035-001-01 02780-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 2. Mason sand is not acceptable. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine and verify that receiving substrate surfaces have no defects or errors whi ch would result in poor or potentially defective application or cause latent defects in workmanship. 1. Conditions of Surfaces a. Clean, free of oil, water, moisture, laitance, or any other deleterious substances. b. The base course shall be shaped top-grade and cross section with an allowable tolerance of 1/4". c. Twelve-inch compacted subgrade compacted to 95% maximum density per AASHTO T-180 with a minimum LBR of 40. d. Report any unsatisfactory conditions to the LANDSCAPE ARCHITECT. e. Starting installation shall imply acceptance of surfaces. 3.02 PREPARATION A. Substrate Surface 1. Prepare substrate surfaces to insure proper and adequate installation, in exact accordance with the Contract Documents, approved sample panels and manufacturer's requirements. B. Field Measurements 1. Field measure and verify dimensions as required. C. Protection of Adjacent Areas of Surfaces: 1. Protect adjacent areas or surfaces from damage as a result of the Work of this Section. 3.03 INSTALLATION A. Install in exact accordance with manufacturer's latest requirements, instructions, specifications, and details. B. Install compacted coarse granular base in accordance with FDOT specifications and those shown in the drawings. C. Place and screen sand to depths shown and to give a final even grade to top of pavers after compaction. CTA Project No. 19-0035-001-01 02780-5 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 D. Pavers: 1. The pavers shall be laid in the approved pattern as noted or shown on the plans and approved sample panels. 2. Lay the pavers in the desired pattern with tight joints. For maximum inter lock, joints between pavers shall not exceed 1/8". 3. Use string lines to hold all patterns true. 4. The gaps at the edge of the paver surface shall be filled with standard edge stone or with stones cut to fit. Cutting shall be accomplished to leave a cle an edge to the traffic surface using a masonry saw. Cuts which result in a paver less than 1/3 of original dimension should be avoided. 5. Set pavers one-fourth inch higher than surrounding pavements or grade. 6. Vibrate the pavers into the sand laying co urse using a vibrator capable of 3,000 to 5,000 pounds compaction force with the surface clean and joints open. 7. After vibration, the clean sand joint mixture shall be spread over the paver surface, and vibrated into joints with additional vibrator passe s and brushing so as to completely fill joints. 3.04 CLEANING A. Immediately remove all spots, smears, stains, residues, adhesives, etc., from the Work of this Section and/or upon adjacent areas or surfaces which result from the Work. Use cleaners as manufactured by Paver Systems or approved equal for cleaning the pavers. B. Upon the completion of the work dispose of, away from the Site, all debris, trash, containers, residue, remnant and scraps which result from the Work. C. Remove sample panels at the completion of the work or when directed by the LANDSCAPE ARCHITECT. 3.05 PROTECTION A. After installation and until Owner acceptance, protect the pavers from damage. B. Remove damaged units and replace with new, undamaged units. 3.06 GUARANTEE A. Guarantee pavers and installation for twelve months after final payment. END OF SECTION 02780 CTA Project No. 19-0035-001-01 16000-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 16000 - ELECTRICAL GENERAL REQUIREMENTS PART 1 - GENERAL 1.01 DESCRIPTION A. Furnish all labor, materials, equipment and incidentals required for a complete properly functioning roadway lighting electrical system at the Golden Shores Neighborhood City of Sunny Isles, Florida as hereinafter specified, indicated or implied or in any of the contract documents. The electrical work to be performed under this Contract includes, but is not limited to, the following: 1. Provide and install new Roadway Lighting systems complete in place. 2. Provide and install temporary FP&L electrical service points for Roadway lighting systems, complete in place. B. The work, apparatus and materials which shall be furnished under these Specifications, accompanying Drawings and other Contact Documents shall include all items listed hereinafter and/or shown on the Drawings. All materials necessary for the complete installation shall be furnished and installed by the Contractor to provide complete and functioning power, lighting, communications, instrumentation, wiring and control systems as indicated on the Drawings and/or as specified herein or other sections of the Contract Documents. C. The work shall include complete testing of all equipment and wiring at the completion of the work and making any minor connection changes or adjustments necessary for the proper functioning of the system and equipment. All workmanship shall be of the highest quality. Sub-standard work will be rejected. D. The Contractor shall furnish and install all conduit, wire, fuse kits, grounding between pull box and lighting pole and luminaire complete in place including foundations and miscellaneous appurtenances. E. The Contractor shall return all disturbed areas to an “as found” condition, with the exception of asphalt roadway which will incorporate temporary paving per plans. 1.02 COORDINATION A. Each bidder or his authorized representative(s) shall, prior to preparing his proposal, visit all areas of the existing buildings and structures in which work under this Section is to be performed and inspect carefully the present conditions. The submission of a proposal by the bidder shall be considered as evidence that he or his representative(s) have visited the job site and noted the locations and conditions under which the work will be accomplished, and, that he takes full responsibility for a complete knowledge of all factors governing his work. B. All proposed power interruptions to existing equipment shall be at the Owner's convenience. Each interruption shall have prior written approval from the Owner. C. It is the intent of these Specifications that the electrical system shall be suitable in every way for the service required. All material and all work which may be reasonably implied a s being incidental to the work of this Section shall be furnished at no extra cost to the Owner or Engineer. CTA Project No. 19-0035-001-01 16000-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 D Contractor will be responsible for repairing any of the existing utilities or existing facility due to damage caused by the Contractor during execution of this Work. Repair and/or replacement shall be as directed by the Engineer and the Contractor shall bear the cost of all materials and labor without reimbursement. 1.03 INTENT OF ELECTRICAL DRAWINGS AND DESIGN A. Contractor shall provide complete and workable systems. Electrical drawings serve as working drawings for general layout of various items of equipment; however, layout of the equipment, accessories, raceways, and piping systems are diagrammatic unless specifically dimensioned. Electrical drawings do not necessarily indicate every required item. B. A set of red-lined electrical drawings shall be carefully maintained at the job site. Actual conditions are to be put on the drawings in red on a daily basis so the drawings will continuously show locations and routings of conduits, pull boxes, circuit numbers, and other information required by the Engineer. After completion of the project, a set of red-lined electrical drawings shall be submitted to the Engineer. 1.04 FEES, PERMITS, AND REGULATIONS A. Where Contract Documents require higher standards than applicable ordinances or statutes, the Contract Documents take priority. Where Contract Documents violate applicable ordinances or statutes, the latter takes priority. B. Contract Documents: Not to be construed to permit work in violation of applicable codes. C. References to codes, standards, specifications, and recommendations (of technical societies, trade organizations, and governmental agencies) are intended to be considered a part of this Specification as though fully repeated herein. Perform work in accordance with applicable requirements of governing codes, rules, and regulations, including the following minimum standards, whether statutory or not: 1. National Electrical Code (NEC) 2. National Fire Protection Association (NFPA) 3. Building Officials and Code Administrators (BOCA) D. Equipment and materials specified under this Division shall conform to the following standards where applicable: 1. Underwriters's Laboratories (UL) 2. American Society for Testing Materials (ASTM) 3. Certified Ballast Manufacturers (CBM) 4. Insulated Power Cable Engineers Association (IPCEA) 5. National Electrical Manufacturers Association (NEMA) 6. American National Standards Institute (ANSI) 7. Electrical Testing Laboratories (ETL) 8. National Electrical Contractors Association (NECA) 9. Factory Mutual (FM) CTA Project No. 19-0035-001-01 16000-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 10. Institute of Electrical and Electronics Engineers (IEEE) E. The Contractor as a part of his contract shall pay all fees required for permits and inspections required by any authority with proper jurisdiction F. Temporary electrical power and metering will be provided by the Utility Company as indicated on the Contract Documents. The Contractor shall furnish and install the secondary service conduit, wire, connectors and other appurtenances as required to extend the service to the job site as shown on the Drawings. 1.05 ADJUSTING, ALIGNING, TESTING A. The Contractor shall adjust, align, and test electrical equipment including protective devices, lighting fixtures, etc. B. The Contractor shall perform tests as specified to prove installation is in accordance with contract requirements. Conduct tests during construction period and at completion to determine conformity with applicable codes and these Specifications. Tests, in addition to specific system test described herein include: 1. Circuit Continuity: Test feeder and branch circuits for continuity. Test neutrals for presence of a single point ground connection. 2. Circuit Numbering Verification: Select, on a random basis, various circuit breakers in the panelboards; cycle them on and off to verify accuracy of typed panel directories and actual field wiring. 3. Product Failure: Replace, repair, or correct, as prescribed by the Owner or his representative and at expense of Contractor, products which fail during tests or are ruled unsatisfactory by the Owner or his representative. Retest, repair, replace, or correct product. 1.06 GUARANTEE A. Guarantee systems and elements against defects due to faulty workmanship, design, and materials; conduit free from obstructions, holes or breaks; conduit seals are effective; electrical system free from short-circuits and improper grounds. B. Remedy defects occurring within one year of final acceptance date. C. Guaranty includes labor, equipment adjustments, transportation charges, and materials. D. Employ only service technicians in the trade who have had experience with the type of work included in this Contract that is required for safe and successful completion of the Work. The Owner and Engineer reserve the right to request evidence of experience of personnel used, and to approve or disapprove certain personnel engaged in general and specialty work. E. Immediately prior to final inspection, clean installed material and equipment. Remove dirt, dust, stains, and foreign matter from all surfaces. Touch-up and restore damaged finishes to their original condition. F. All equipment furnished and installed, and all work performed under these Contract Documents shall be guaranteed by the Contractor against defects of workmanship, materials and proper installation for a minimum period of one (1) year from the date of final acceptance. This time shall be increased to the periods stated within individual specification sections as required. CTA Project No. 19-0035-001-01 16000-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 1.07 MAINTENANCE AND OPERATING INSTRUCTIONS A. At time of completion, allot a period of not less than eight hours for instruction of system operating and maintenance personnel in the use of systems. Instruct all personnel at one time. Make necessary arrangements with manufacturer's representative. Provide product literature and application guides for user's reference. Pay costs for above services. 1.08 DRAWINGS A. The Drawings are not intended to show exact locations of conduit runs or equipment. B. Placement of each light pole to be coordinated and verified with City prior to commencement of installation. The Contractor shall verify exact locations of lighting poles prior to installation. C. The locations of equipment, fixtures, and similar devices shown on the Drawings are approximate only. Exact locations shall be as approved by the Engineer during construction. The Contractor shall obtain in the field all information relevant to the placing of electrical work and in case of any interference with any other work, proceed as directed by the Engineer and furnish all labor and materials necessary to complete the work in an approved manner. PART 2 - PRODUCTS 2.01 SHOP DRAWINGS AND SUBMITTALS: A. As specified elsewhere in the Contract Documents shop drawings and submittals shall be forwarded to the Engineer for approval for all materials, apparatus, and other items required to perform the Work. B. Shop Drawings shall be submitted for the following equipment: (10 sets of each) 1. Complete Roadway Lighting Systems 2. Service Point UL Approved Cabinet Enclosed Circuit Breakers 3. Panelboards 4. Lighting Fixtures, Lamps, Poles and Pole Bases (with Signed & Sealed Windload calculations) 5. Lighting Contactors 6. Disconnect Switches 7. Surge Protective Devices (SPD) 8. Enclosures 9. Pull Boxes, Test Wells, Junction Boxes and Wireways 10. Ground Rods and Ground Accessories. 11. Photocells 12. Meter Cans 13. Foundations 14. Wire and Cable 15. Conduit CTA Project No. 19-0035-001-01 16000-5 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 16. Warranties/Guarantees C. The Manufacturer's name and product designation or catalog numbers shall be submitted for the following material: 1. Conduit 2. Wire and Cable 3. Pull Boxes, Test Wells, Junction Boxes and Wireways 4. Switches and Receptacles 5. Lamps, Fixtures, Poles 6. Control Panels 7. Terminal Blocks 8. Fuses, Fuse Kits D. Prior to submittal by the Contractor, all shop drawings shall be checked for accuracy and Contract requirements. Shop drawings shall bear the date and the signature of the person who checked them and shall be accompanied by a statement from the Contractor that they have been examined for conformity to the Contract Documents. This statement shall also list all discrepancies with the Contract Documents. Shop drawings not so checked and noted will be returned as disapproved. E. The Engineer's check of the shop drawings and submittals shall be only for conformance with the design concept of the project and compliance with the Contract Documents. The responsibility of, or the necessity of, furnishing materials and workmanship required by the Contract Documents which may not be indicated on the shop drawings and submittals is included under the work of this Section. F. No material shall be ordered or shop work started until the Engineer's approval of the shop drawings and submittals has been approved. 2.02 SUBSTITUTIONS A. Refer to other sections of the Contract Documents for substitution requirements. 2.03 PAINTING A. Do not paint nameplates, labels, tags, switches, receptacles, conductors, grounding and etc. 2.04 MATERIAL AND MANUFACTURE A. Material and equipment shall be new, of the best quality and design, free from defects and imperfections, and have markings or a nameplate identifying the manufacturer and providing sufficient reference to establish quality, size, and capacity. All material and equipment of the same type shall be made by the same manufacturer whenever practical. PART 3 - EXECUTION 3.01 WORKMANSHIP A. Preparation, handling, and installation of material and equipment shall be in accordance with the manufacturer's written instructions and technical data particular to the product specified and/or accepted equivalent, except as otherwise specified. Coordinate work and cooperate with others in furnishing and placing this work. Review shop drawings and take CTA Project No. 19-0035-001-01 16000-6 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 field measurements as necessary to properly fit the work. Utilize appropriate tools and equipment for scale of project (i.e. 12’ ladders are inappropriate in lieu of lifts). B. Conform to the National Electrical Contractors Association's "Standard of Installation" for general installation practice. 3.02 SUPERVISION A. Constantly supervise, personally or through an authorized and competent representative, the work from beginning to completion; within reason, keep the same workmen and foreman on the project throughout the project duration. 3.03 PROTECTION A. Keep conduits, junction boxes, and other openings closed to prevent entry of foreign matter. Cover fixtures, equipment, devices, apparatus, and protect them against dirt, paint, water, chemical, or mechanical damage before and during construction period. Restore to original condition fixtures, apparatus, or equipment damaged prior to final acceptance. Protect bright finished surfaces and similar items until in service. No rust or damage will be permitted. 3.04 MANUFACTURERS SERVICES A. Provide Manufacturers service for testing and start-up of the following equipment: B. The Manufacturers of the above listed equipment shall provide an experienced Field Service Engineer to accomplish the following tasks: 1. The equipment shall be visually inspected upon completion of installation and prior to being energized to assure that wiring is correct, interconnection complete and the installation is in compliance with the Manufacturer's design criteria. Documentation shall be reviewed to assure that all Drawings, operation and maintenance manuals, parts list and other data required to check out and sustain equipment operation is available on site. Documentation shall be red-lined to reflect any changes or modifications made during the installation so that the "as-built" equipment configuration will be correctly defined. Spare parts shall be inventoried to assure correct type and quantity. 2. Field Service Engineers shall provide engineering support during the energization and check out of each major equipment assembly. They shall perform any calibration or adjustment required for the equipment to meet the Manufacturer's test Specifications. - END OF SECTION - CTA Project No. 19-0035-001-01 16050-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS PART 1 - GENERAL 1.01 REFERENCES A. The following is a list of standards which may be referenced in this section: 1. American National Standards Institute (ANSI): a. C55,1, Standard for Shunt Power Capacitors. b. C62.11, Standard for Metal-Oxide Surge Arrestors for AC Circuits. Z55.1, Gray Finishes for Industrial Apparatus and Equipment. 2. American Society for Testing and Materials (ASTM): a. A167, Standard Specification for Stainless and Heat -Resisting Chromium- Nickel Steel Plate, Sheet, and Strip. b. A240, Standard Specification for Heat -Resisting Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels. c. A570, Standard Specification for Steel, Sheet, and St rip, Carbon, Hot- Rolled, Structural Quality. 3. Federal Specifications (FS): a. W-C-596, Connector, Receptacle, Electrical. b. W-S-896E, Switches, Toggle, Flush Mounted. 4. National Electrical Contractor's Association, Inc. (NECA): 5055, Standard of Installation. 5. National Electrical Manufacturers Association (NEMA): a. 250, Enclosures for Electrical Equipment (1000 Volts Maximum). b. AB 1, Molded Case Circuit Breakers and Molded Case Switches. c. CP I, Shunt Capacitors. d. ICS 2, Industrial Control Devices, Controllers, and Assemblies. e. KS 1, Enclosed Switches. f. LA I, Surge Arrestors. g. PB 1, Panelboards. h. ST 20, Dry-Type Transformers for General Applications. i. WD I, General Requirements for Wiring Devices. 6. National Fire Protection Association (NFPA): 70, National Electrical Code (NEC). 7. Underwriters Laboratories, Inc. (UL): a. 67, Standard for Panelboards. b. 98, Standard for Enclosed and Dead -Front Switches. CTA Project No. 19-0035-001-01 16050-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 c. 198C, Standard for Safety High -Intermpting-Capacity Fuses, Current- Limiting Types. d. 198E, Standard for Class Q Fuses. e. 486E, Standard for Equipment Wiring Terminals. f. 489, Standard for Molded Case Circuit Breakers and Circuit Breaker Enclosures. g. 508, Standard for Industrial Control Equipment. h. 810, Standard for Capacitors. i. 943, Standard for Ground-Fault Circuit Interrupters. j. 1059, Standard for Terminal Blocks. k. 1561, Standard for Dry-Type General-Purpose and Power Transformers. 1.02 SUBMITTALS A. Shop Drawings: 1. Junction and pull boxes used at, or below, grade. 2. Hardware, fixtures, poles. 3. Meters 4. Panelboards and circuit breaker data. 5. Conductors, Conduits, Fuses. 6. Lighting Contactors. 7. Surge Protective Devices 8. All other miscellaneous material part of this project. 9. Wire pulling compound. B. Quality Control Submittals: 1. Test Report: Lighting Fixtures, Windloading Calculations, Poles. 1.03 QUALITY ASSURANCE A. UL Compliance: Materials manufactured within scope of Underwriters Laboratories shall conform to UL Standards and have an applied UL listing mark. 1.04 SPARE PARTS A. Furnish, tag, and box for shipment and storage the following spare parts: 1. Fuses, 0 to 600 Volts: Six of each type and each current rating installed. 2. Fixture, 1 light fixture 3. Driver, 2 LED drivers for light poles CTA Project No. 19-0035-001-01 16050-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 PART 2 - PRODUCTS 2.01 OUTLET AND DEVICE BOXES A. Cast Aluminum: 1. Material: a. Box: Cast, copper-free aluminum. b. Cover: Gasketed, weatherproof, cast copper-free aluminum with stainless steel screws. 2. Hubs: Threaded. 3. Lugs: Cast mounting. 4. Manufacturers: a. Crouse-Hinds; Type FS-SA or FD-SA. b. Appleton; Type FS or FD. B. Nonmetallic: 1. Box: PVC. 2. Cover: PVC, weatherproof, with stainless steel screws. 3. Manufacturer: Carlon; Type FS or FD, with Type E98 or E96 covers. 2.02 JUNCTION AND PULL BOXES A. Large Nonmetallic Box: 1. NEMA 250, Type 4X. 2. Box: High-impact, fiberglass-reinforced polyester or engineered thermoplastic, with stability to high heat. 3. Cover: Hinged with screws. 4. Hardware and Machine Screws: ASTM A167, Type 316 stainless steel. 5. Conduit hubs and mounting lugs. 6. Manufacturers: a. Crouse-Hinds; Type NJB. b. Carlon; Series N, C, or H. c. Robroy Industries. 2.03 WIRING DEVICES A. Switches: 1. NEMA WD I and FS W-S-896E. 2. Specification grade, totally-enclosed, ac type, with quiet tumbler switches and screw terminals. 3. Capable of controlling 100 percent tungsten filament and fluorescent lamp loads. CTA Project No. 19-0035-001-01 16050-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 4. Rating: 20 amps, 120/277 volts. 5. Color: a. Office Areas: Ivory. b. Other Areas: Brown. 6. Switches with Pilot Light: 125 -volt, neon light with red jewel, or lighted toggle when switch is ON. 7. Manufacturers: a. Bryant. b. Leviton. c. Hubbell. d. Pass and Seymour. e. Arrow Hart. B. Receptacle, Ground Fault Circuit Interrupter: Duplex , specification grade, tripping at 5 mA. 1. Color: Ivory. 2. Rating: 125 volts, NEMA WD 1, Configuration 5-20R, 20 amps, capable of interrupting 5,000 amps without damage. 3. Size: For 2-inch by 4-inch outlet boxes. 4. Standard Model: NEMA WD 1 with No. 1 2 AWG copper USE/RHH/RHW-XLPE insulated pigtails and provisions for testing. 5. Feed-Through Model: NEMA WD 1, with No. 12 AWG copper USE/RHH/RHW - XLPE insulated pigtails and provisions for testing. 6. Manufacturers: a. Pass and Seymour. b. Bryant. c. Leviton. d. Hubbell. e. Arrow Hart. 2.04 DEVICE PLATES A. General: Sectional type plates not permitted. B. Weatherproof: 1. For Receptacles: Gasketed, cast metal or stainless steel, with individual cap over each receptacle opening. 2. Mounting Screw: Stainless steel. a. Cap Spring: Stainless steel. b. Manufacturers: CTA Project No. 19-0035-001-01 16050-5 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 1) General Electric. 2) Bryant. 3) Hubbell. 4) Sierra. 5) Pass and Seymour. 6) Crouse-Hinds; Type WLRD or WLRS. 7) Bell. 8) Arrow Hart. 3. For Switches: Gasketed, cast metal incorporat ing external operator for internal switch. a. Mounting Screw: Stainless steel. b. Manufacturers: 1) Crouse-Hinds; DS-181 or DS-185. 2) Appleton; FSK-LVTS or FSK-IVS. 2.05 LIGHTING AND POWER DISTRIBUTION PANELBOARD (LP, IP, AND PP PANEL) A. NEMA PB I, NFPA 70, and UL 67, including panelboards installed in motor control equipment. B. Panelboards and Circuit Breakers: Suitable for use with 75 degrees C wire at full NFPA 70, 75 degrees C ampacity. C. Short-Circuit Current Equipment Rating: Fully rated; series connected unacceptable. D. Rating: Applicable to a system with available short-circuit current of 25,000 amperes rms symmetrical at 208Y/120 or 120/240 volts and 65,000 amperes rms symmetrical at 480Y/277 volts. E. Where ground fault interrupte r circuit breakers are indicated or required by code: 5 mA trip, 10,000 amps interrupting capacity circuit breakers. F. Cabinet: As shown on plans. G. Bus Bar: 1. Material: Copper, full sized throughout length. 2. Provide for mounting of future circuit breakers along full length of bus regardless of number of units and spaces shown. Machine, drill, and tap as required for current and future positions. 3. Neutral: Insulated, rated 100 percent of phase bus bars with at least one terminal screw for each branch circuit. 4. Ground: Copper, installed on panelboard frame, bonded to box with at least one terminal screw for each circuit. 5. Lugs and Connection Points: a. Suitable for either copper or aluminum conductors. CTA Project No. 19-0035-001-01 16050-6 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 b. Solderless main lugs for main, neutra l, and ground bus bars. c. Subfeed or through-feed lugs as shown. 6. Bolt together and rigidly support bus bars and connection straps on molded insulators. H. Circuit Breakers: 1. NEMA AB 1 and UL 489. 2. Thermal-magnetic, quick-make, quick-break, molded case, of the indicating type showing ON/OFF and TRIPPED positions of operating handle. 3. Noninterchangeable, in accordance with NFPA 70. 4. Locking: Provisions for handle padlocking, unless otherwise shown. 5. Type: Bolt-on circuit breakers in all panelboards. 6. Multipole circuit breakers designed to automaticall y open all poles when an overload occurs on one pole. 7. Do not substitute single-pole circuit breakers with handle ties for multipole breakers. 8. Do not use tandem or dual circuit breakers in n ormal single-pole spaces. 9. Ground Fault Interrupter: a. Equip with conventional thermal-magnetic trip and ground fault sensor rated to trip in 0.025 second for a 5 -milliampere ground fault (UL 943, Class A sensitivity). b. Sensor with same rating as circuit breaker and a push-to-test button. I. Manufacturers: 1. Cutler Hammer, Square D, General Electrical; 2. Milbank 3. Or approved equal. 2.06 CIRCUIT BREAKER, INDIVIDUAL, 0 TO 600 VOLTS A. NEMA AB I, UL 489 listed for use at location of installation. B. Minimum Interrupt Rating: As shown or as required. C. Thermal-magnetic, quick-make, quick-break, indicating type, showing ON/OFF and TRIPPED indicating positions of the operating handle. D. Suitable for use with 75 degrees C wire at full NFPA 70, 75 degrees C ampacity. E. Locking: Provisions for padlocking handle. F. Multipole breakers to automatically open all poles when an overload occurs on one-pole. G. Enclosure: NEMA 250, Type 12, Industrial Use, 4X - outdoors, wet locations and corrosive areas, unless otherwise shown. H. Interlock: Enclosure and switch shall in terlock to prevent opening cover with switch in the ON position. CTA Project No. 19-0035-001-01 16050-7 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 I. Do not provide single-pole circuit breakers with handle ties where multipole circuit breakers are shown. 2.07 FUSE, 0 TO 600 VOLTS A. Current-limiting, with 200,000 ampere rms interrupting rating. B. Provide to fit mountings specified with switches and features to reject Class H fuses. C. Motor and Transformer Circuits, 0- to 600-Volt: 1. Amperage: 0 to 600. 2. UL 198E, Class RK-1, dual element, with time delay. 3. Manufacturers: a. Bussmann; Type LPS-RK. b. Littlefuse; Type LLS-RK. D. Motor and Transformer Circuits, 0- to 250-Volt: 1. Amperage: 0 to 600. 2. UL 198E, Class RK-1, dual element, with time delay. 3. Manufacturers: a. Bussmann; Type LPN-RK. b. Littlefuse; Type LLN-RK. E. Feeder and Service Circuits, 0- to 600-Volt: 1. Amperage: 0 to 600. 2. UL 198E, Class RK-I, dual element, with time delay. 3. Manufacturers: a. Bussmann; Type LPS-RK. b. Littlefuse; Type LLS-RK. F. Feeder and Service Circuits, 0- to 250-Volt: 1. Amperage: 0 to 600. 2. UL 198E, Class RK-I, dual element, with time delay. 3. Manufacturers: a. Bussmann; Type LPN-RK. b. Littleluse; Type LLN-RK. G. Feeder and Service Circuits, 0- to 600-Volt: 1. Amperage: 601 to 6,000. 2. UL 198C, Class L, double O-rings and silver links. 3. Manufacturers: a. Bussmann; Type KRP-C. CTA Project No. 19-0035-001-01 16050-8 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 b. Littlefuse; Type KLPC. 2.08 PUSHBUTTON, INDICATING LIGHT, AND SELECTOR SWITCHES A. Contact Rating: NEMA ICS 2, Type A600. B. Selector Switch Operating Lever: Standard. C. Indicating Lights: Push-to-test. D. Pushbutton Color: 1. ON or START: Black. 2. OFF or STOP: Red. E. Pushbuttons and selector switches lockable in the OFF position where indicated. F. Legend Plate: 1. Material: Aluminum. 2. Engraving: 11 character/spaces on one line, 14 character/spaces on each of two lines, as required, indicating specific function. 3. Letter Height: 7/64 inch. G. Manufacturers: 1. Heavy-Duty, Oiltight Type: a. General Electric; Type CR 104P. b. Square D; Type T. c. Cutler-Hammer; Type 10250T. 2. Heavy-Duty, Watertight, and Corrosion-Resistant Type: a. Square D; Type SK. b. General Electric; Type CR 104P. c. Cutler-Hammer; Type E34. d. Crouse-Hinds; Type NCS. 2.09 MAGNETIC LIGHTING CO NTACTOR A. NEMA ICS 2, UL 508. B. Electrically operated by dual-acting, single coil mechanism. C. Inherently interlocked and electrically held in both OPEN and CLOSED position. D. Main Contacts: 1. Power driven in both directions. 2. Double-break, continuous-duty, rated 30 amperes, 600 volts, withstand rating of 22,000 amps rms symmetrical at 250 vo lts. 3. Marked for electric discharge lamps, tungsten, and general-purpose loads. 4. Position not dependent on gravity, hooks, latches, or semi -permanent magnets. 5. Capable of operating in any position. CTA Project No. 19-0035-001-01 16050-9 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 6. Visual indication for each contact. E. Auxiliary contact relay for three-wire control. F. One normally open and one normally closed auxiliary contacts rated 10 amperes at 480 - volt. G. Fully rated neutral plate. H. Provision for remote pilot lamp with use of auxiliary contacts. I. Clamp type, self-rising terminal plates for solderless connections. J. Enclosure: NEMA 250, Type 12, Dust -Tight, Drip-Tight, Industrial Use, unless otherwise shown. K. Manufacturers: 1. Square D. 2. Cutler Hammer; 3. General Electric; 2.10 SUPPORT AND FRAMING CHANNELS A. Material: 1. Dry indoors - galvanized. 2. All Other Areas: ASTM A167, Type 316 stainless steel or fiber -reinforced epoxy, as required. B. Finish: 1. Dry indoors - galvanized. 2. All Other Areas: ASTM A167, Type 316 stainless steel or fiber-reinforced epoxy, as required. C. Inserts: Continuous. D. Beam Clamps: Gray cast iron. E. Manufacturers: 1. B-Line. 2. Unistrut. 2.11 NAMEPLATES A. Material: Laminated plastic. B. Attachment Screws: Stainless steel. C. Color: White, engraved to a black core. D. Engraving: 1. Pushbuttons/Selector Switches: Name of drive controlled on one, two, or three lines, as required. 2. Panelboards: Panelboard desig nation, service voltage, and phases. CTA Project No. 19-0035-001-01 16050-10 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 E. Letter Height: 1. Pushbuttons/Selector Switches: 1/8 inch. 2. Panelboards: 1/4 inch. 2.12 PANELBOARD AND SWITCHBOARD SURGE PROTECTIVE DEVICE A. This section describes the material and installation requirements for surge protective devices (SPD) in switchboards, panelboards, and motor control centers for the protection of all AC electrical circuits. B. SPDs shall be listed and component recognized in accordance with UL 1449 and UL 1283. C. SPD shall be installed and warranted by and shipped from the electrical distribution equipment manufacturer’s factory. D. SPD shall provide surge current diversion paths for all modes of protection; L -L, L-N, L- G, N-G in WYE systems, and L-L, L-G in DELTA systems. E. SPD shall be modular in design. Each module shall be fused with a surge rated fuse. F. A UL approved disconnect switch shall be provided as a means of disconnect in the switchboard device only. G. SPD shall meet or exceed the following criteria: 1. Maximum surge current capability (single pulse rated) shall be: a. Service entrance switchboard/panelboard 300kA b. Branch panelboards 150kA c. Motor control centers 80kA 2. UL 1449 Listed and Recognized Component Suppression Voltage Ratings shall not exceed the following: Voltage L-N L-G N-G 208Y/120 400V 400V 400V 480Y/277 800V 800V 800V H. SPD shall have a minimum EMI/RFI filtering of -50dB at 100kHz with an insertion ration of 50:1 using MIL STD. 220A methodology. I. SPD shall be provided with 1 set of NO/NC dry contacts . J. SPD shall have a warranty for a period of five years, inco rporating unlimited replacements of suppressor parts if they are destroyed by transients during the warranty period. Warranty will be the responsibility of the electrical distribution equipme nt manufacturer. K. Approve manufactures are: 1. Cutler Hammer CPS Series 2. Square D Company XTE Series 3. Current Technology Select 2 series CTA Project No. 19-0035-001-01 16050-11 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 2.13 ELECTRICAL SERVICE POINT PEDESTAL A. Voltage rating: (120/240V, 1P, 3W) SCCR rating: See drawings Amperage rating: 100amps B. The pedestal shall be of Type 3R rainproof construction and shall be UL listed. External construction shall comply with UL50 requirements and shall be of stainless steel. Shall be painted, coordinate with owner on color. C. Internal construction shall be stainless steel and 1.7 mil minimum thickness polyurethane industrial grade powder coat painted or bare aluminum. No fasteners except sealing screws shall be removable by external access. Hinges shall be stainless steel and of the continuous piano hinge type. D. The pedestal mounting bolts shall not be externally a ccessible. E. The service pedestal must have three separate isolated sections for metering equipment, utility termination and secondary equipment. F. The metering section must be pad -lockable and sealable and have a hinged swing back hood with an integral hinged polycarbonate sealable window for access to demand meters. An external nameplate shall be permanently attached to the hood. A stainless- steel handle shall be provided on the front exterior of the hood. Meter socket type shall meet the requirements of the serving utility. G. The utility termination section must be pad-lockable and sealable and shall have a stainless-steel handle provided on a lift-off cover. Sufficient clearance shall be provided for a 4-inch diameter conduit for utility cables entrance. U tility landing lugs shall accommodate #6 – 350 kcmil conductors. H. The secondary compartment door to be hinged on the left-hand side. A stainless pad- lockable 3-point latch provided to secure secondary compartment. A door keeper provided to keep the door in an open position. A print pocket on the inside of the door shall hold all wiring schematics, circuit directories and instructions in a clear, weatherproof sleeve. Required labeling shall be located on the inside of the secondary door. Distribution and control equipment shall be behind an internal dead-front door with a quarter-turn securing latch and be hinged to open more than 90 degrees. The dead - front door shall be hinged on the same side as the secondary section door. All distribution and control equipment shall be factory wired using 600-volt wire sized to UL requirements. I. The provided documentation shall list circuit breaker combinations and those to be used for de-rated operation for series ratings. J. Utility requirements for this equipment vary. Always consult the serving utility for their requirements before ordering or installing this equipment. K. Secondary compartment shall include 30A, 8 pole lighting contactor controlled by integral photocell for lighting system. L. Secondary compartment shall include 20Amp, 120V GFCI receptacle. M. Service pedestal shall be labeled per the NEC requirements with FPL AIC for that locations. CTA Project No. 19-0035-001-01 16050-12 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 PART 3 - EXECUTION 3.01 GENERAL A. Install equipment in accordance with NECA 5055. 3.02 OUTLET AND DEVICE BOXES A. Install suitable for conditions encountered at each outlet or device in the wiring or raceway system, sized to meet NFPA 70 requirements. B. Size: 1. Depth: Minimum 2 inches, unless otherwise required by structural conditions. Box extensions not permitted. C. Locations: 1. Drawing locations are approximate. 2. To avoid interference with mechanical equipment or structural features, relocate outlets as directed by ENGINEER. D. Box Type (Nonmetallic Raceway System): 1. Exposed Raceways: Nonmetallic. 3.03 JUNCTION AND PULL BOXES A. Install where shown and where necessary to terminate, tap-off, or redirect multiple conduit runs. B. Install pull boxes where necessary in raceway system to facilitate conductor installation. C. Install in conduit runs at least every 150 feet or after the equivalent of thr ee right-angle bends. D. Use outlet boxes as junction and pull boxes wherever possible and allowed by applicable codes. E. Installed boxes shall be accessible. F. Do not install on finished surfaces. G. Install plumb and level. H. Support boxes independently of conduit by attachment to building structure or structural member. I. At or Below Grade: 1. Install boxes for below grade conduits flush with finished grade in location s outside of paved areas, roadways, or walkways. 2. If adjacent structure is available, box may be mounted on structure surface just above finished grade in accessible but unobtrusive location . 3. Obtain ENGINEER's written acceptance prior to installation in paved areas, roadways, or walkways. 4. Use boxes and covers suitable to support anticipated weights. CTA Project No. 19-0035-001-01 16050-13 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 K. Mounting Hardware: 1. Noncorrosive Interior Areas: Stainless steel. 2. All Other Areas: Stainless steel. L. Location/Type: 1. Unfinished, Indoor and Outdoor, Wet and Corrosive: NEMA 250, Type 4X. 3.04 WIRING DEVICES A. Switches: 1. Mounting Height: See Paragraph OUTLET AND DEVICE BOXES. 2. Install with switch operation in vertical position. 3. Install single-pole, two-way switches such that toggle is in up position when switch is on. B. Receptacles: 1. Install with grounding slot down except where horizontal mounting is shown, in which case install with neutral slot up. 2. Ground receptacles to boxes with grounding wire only. 3. Weatherproof Receptacles: a. Install in cast metal box. b. Install such that hinge for protective cover is above receptacle opening. 4. Ground Fault Interrupter: Install feed -through model at locations where ground fault protection is specified for "downstre am" conventional receptacles. 3.05 DEVICE PLATES A. Securely fasten to wiring device; ensure a tight fit to the box. B. Flush Mounted: Install with all four edges in continuous contact with finished wall surfaces without use of mats or similar materia ls. Plaster fillings will not be acceptable. C. Surface Mounted: Plate shall not extend beyond sides of box unless plates have no sharp corners or edges. D. Install with alignment tolerance to box of 1/16 inch. E. Engrave with designated titles. F. Types (Unless Otherwise Shown): 1. Office: Stainless Steel. 2. Exterior: Weatherproof. 3. Interior: a. Flush Mounted Boxes: Stainless Steel. b. Surface Mounted, Cast Metal Boxes: Cast metal. c. Surface Mounted, Sheet Steel Boxes: Stainless Steel. d. Surface Mo unted, Nonmetallic Boxes: Plastic. CTA Project No. 19-0035-001-01 16050-14 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 3.06 LIGHTING AND POWER DISTRIBUTION PANELBOARD A. Install securely, plumb, in-line and square with walls. B. Install top of cabinet 6 feet above floor unless otherwise shown. C. Provide typewritten circuit directory for each panelboard. 3.07 SUPPORT AND FRAMING CHANNEL A. Furnish zinc-rich primer; paint cut ends prior to installation, where applicable. B. Install where required for mounting and supporting electrical equipment and raceway systems. 3.08 CONDUCTORS A. All conductors shall be XHHW. PART 4 - METHODS OF MEASUREMENT. 4.01 GENERAL A. The quantity of units to be paid for under this item shall be the number of each type installed, adjusted, removed or replaced, complete in place, ready for op eration, and accepted by the Engineer. PART 5 - BASIS OF PAYMENT 5.01 GENERAL A. Payment will be made at the contract unit price (lump sum, each or linear foot) price for each item completed by the Contractor and accepted by the engineer. This price s hall be full compensation for furnishing all materials and for all preparation, asse mbly, and installation of these materials, and for all labor, eq uipment, tolls, and incidentals necessary to complete this item. See plans for additional requirements. Pay Item No. Description 1. 1-2" PVC Schedule 40 conduit installed under existing roadway. Includes hand excavation, saw-cutting, labor, conduits, connectors, warning tape, pull string, asphalt repair, and backfill and compaction complete in place. - Price per linear foot 2. 1-2" PVC Schedule 40 conduit installed in earth. Includes hand excavation, labor, conduits, connectors, warning tape, pull string, sod and backfill and compaction complete in place. - Price per linear foot 3. #6, 600V, XHHW Conductor installed in new conduits. Includes installation, conductors, testing, connectors, waterproof splice kits, terminations, identification, pulling compound, pull string, labor and etc. for a complete working system in place. - Price per linear foot 4. #3, 600V, XHHW Conductor installed in new conduits. Includes installation, conductors, testing, connectors, waterproof splice kits, terminations, identification, pulling compound, pull string, labor and etc. for a complete working system in place. - Price per linear foot 5. New LED Roadway light luminaire, pole, and pullbox installed in CTA Project No. 19-0035-001-01 16050-15 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 earth, complete in place. Includes hand excavation, saw-cutting, fixture, pole, concrete base, pullbox, fuses, fuse kits, splice kits, grounding, conduits, conductors, testing, lamps, labor, driver, sod restoration, remove and relocation of driveway paver, concrete/pavement/ driveway repair, and backfill complete in place. - Price per each 6. Provide and install new electrical service point, complete. Includes meter & meter can, NEMA 3R enclosure, panelboard rated for 42k AIC, circuit breakers, surge protective device (SPD), pull box, lighting contactor, photocell, time clock, GFCI receptacle, concrete, unitstrut, conduits, conductors, grounding, ground rods, concrete slab, connections, testing, identification, splice kits, FPL Coordination, FPL splice box, mounting hardware and channel, hand excavation, labor, coordination, and etc., complete in place. - Price per each - END OF SECTION - CTA Project No. 19-0035-001-01 16110-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 16110 - RACEWAYS PART 1 - GENERAL 1.01 REFERENCE DOCUMENTS A. Drawings and general provisions of the contract, including General and Supplementary Conditions, apply to this Section . 1.02 ECTION INCLUDES This section includes technical specifications for: A. Rigid Galvanized Steel Conduit (RGS) B. PVC Conduit C. Bushing, Couplings, Expansion a nd all fitting related to conduit and tubing D. Sealed and protection against water entrance and corrosion 1.03 RELATED REQUIREMENTS A. Section 16000 - Electrical General Requirements B. Section 16050 - Basic Electrical Materials and Methods C. Section 16120 - Conductors. D. Section 16450 - Grounding E. Section 16500 - Lighting 1.04 REFERENCED STANDARDS A. The following is a list of standards which may be referenced in this section: 1. American Association of State Highway and Transportation Officials (AASHTO): Division I, Standard Specifications for Highway Bridges, Fourteenth Edition. 2. American National Standards Institute (ANSI): a. C80.1, Rigid Steel Conduit-Zinc Coated. b. C80.3, Electrical Metallic Tubing-Zinc Coated. c. CS0.5, Rigid Aluminum Conduit. d. C80.6, Intermediate Metal Conduit (IMC)-Zinc Coated. 3. American Society for Testing and Materials (ASTM): a. A123 El, Standard Specification for Zinc-Coated (Galvanized) Coatings on Iron and Steel Products. b. C857, Standard Practice for Minimum Structura l Design Loading for Underground Precast Concrete Utility Structures. 4. National Electrical Contractor's Association, Inc. (NECA): 5055, Standard of Installation. 5. National Electrical Manufacturers Association (NEMA): a. RN 1, Polyvinyl-Chloride (PVC) Externally Coated Galvanized Rigid Steel Conduit and Intermediate Metal Conduit. CTA Project No. 19-0035-001-01 16110-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 b. TC 2, Electrical Plastic Tubing (EPT) and Conduit (EPC-40 and EPC-80). c. TC 3, PVC Fittings for Use with Rigid PVC Conduit and Tubing. d. TC 6, PVC and ABS Plastic Utilities Duct for Underground Installation. 6. National Fire Protection Association (NFPA): 70, National Electrical Code. (NEC) 7. Underwriters Laboratories, Inc. (UL): a. 6, Standard for Safety Rigid Metal Conduit. b. 514B, Standard for Safety Fittings for Conduit and Outlet Boxe s. c. 514C, Standard for Safety Nonmetallic Outlet Boxes, Flush-Device Boxes, and Covers. d. 651, Standard for Safety Schedule 40 and 80 PVC Conduit. e. 651A, Standard for Safety Type EB and Rigid PVC Conduit and HDPF Conduit. B. Drawings and general provisions of the contract, including General and Supplementary Conditions, apply to this Section. 1.05 SUBMITTALS A. Shop Drawings: 1. Manufacturer's Literature: a. Rigid galvanized steel conduit. b. PVC Schedule 40 conduit. c. Conduit fittings. 2. Pullboxes: a. Dimensional drawings and descriptive literature. b. Traffic loading calculations. c. Accessory information. 1.06 UL COMPLIANCE A. Materials manufactured within scope of Underwriters Laboratories shall conform to UL Standards and have an applied UL listing mark. PART 2 - PRODUCTS 2.01 CONDUIT AND TUBING A. Rigid Galvanized Steel Conduit (RGS): 1. Meet requirements of ANSI C80.1 and UL6. 2. Material: Hot-dip galvanized, with chromated protective layer. B. PVC Schedule 40 Conduit: 1. Meet requirements of NEMA TC 2 and UL 651. 2. UL listed for concrete encasement, underground direct burial, concealed or direct sunlight exposure, and 90 degrees C insulated conductors. CTA Project No. 19-0035-001-01 16110-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 2.02 FITTINGS A. Rigid Galvanized Steel and Intermediate Metal Conduit: 1. General: a. Meet requirements of UL 514B. b. Type: Threaded, galvanized. Set screw fittings not permitted. 2. Bushing: a. Material: Malleable iron with integral insulated throat, rated for 150 degrees C. b. Manufacturers: 1) Thomas & Betts; Type BIM. 2) O.Z./Gedney; Type HB. 3. Grounding Bushing: a. Material: Malleable iron with integral insulated throat rated for 150 degrees C, with solderless lugs. b. Manufacturers: 1) Appleton; Series GIB. 2) O.Z. Gedney; Type HBLG. 4. Conduit Hub: a. Material: Malleable iron with insulated throat. b. Manufacturers: 1) O.Z. Gedney; Series CH. 2) T & B; Series 370. 5. Conduit Bodies: a. Material: Malleable iron, sized as required by NFPA 70. b. Manufacturers (For Normal Conditions): 1) Appleton; Form 35 threaded Unilets. 2) Crouse-Hinds; Form 7 or 8 threaded condulets. 3) Killark; Series O Electrolets. c. Manufacturers (For Hazardous Locations): 1) Appleton. 2) Crouse-Hinds. 3) Killark. 6. Couplings: As supplied by conduit manufacturer. 7. Conduit Sealing Fitting Manufacturers: a. Appleton; Type EYF, EYM, or ESU. b. Crouse-Hinds; Type EYS or EZS. CTA Project No. 19-0035-001-01 16110-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 c. Killark; Type EY or EYS. 8. Cable Sealing Fittings: a. To form watertight nonslip cord or cable connection to conduit. b. For Conductors With OD of 1/2 Inch or Less: Neoprene bushing at connector entry. c. Manufacturers: 1) Crouse-Hinds; CGBS. 2) Appleton; CG-S. B. PVC Conduit and Tubing: 1. Meet requirements of NEMA TC-3. 2. Type: PVC, slip-on. C. Watertight Entrance Seal Device: 1. New Construction: a. Material: Oversized sleeve, malleable iron body with sealing ring, pressure ring, grommet seal, and pressure clamp. b. Manufacturer: O.Z./Gedney; Type FSK or WSK, as required. 2. Bored-Hole Application: a. Material: Assembled dual pressure disks, neoprene sealing ring, and membrane clamp. b. Manufacturer: O.Z./Gedney; Series CSM. 2.03 WIREWAYS A. Meet requirements of UL 870. B. Type: Steel-enclosed, with removable, hinged cover. C. Rating: Outdoor raintight if outdoor, and indoor if indoor. D. Finish: Gray, baked enamel. E. Manufacturers: 1. Square D. 2. B-Line Systems, Inc. 2.05 ACCESSORIES A. Duct Bank Spacers: 1. Type: Nonmetallic, interlocking, for multiple conduit sizes. 2. Suitable for all types of conduit. 3. Manufacturer: Underground Device, Inc.; Type WUNPEECE. B. Identification Devices: 1. Detectable Warning Tape: a. Material: Polyethylene, 4-mil gauge. CTA Project No. 19-0035-001-01 16110-5 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 b. Color: Red. c. Width: Minimum 6-inch. d. Designation: Warning on tape that electric circuit is located below tape. e. Manufacturers: 1) 3M 2) Empire 3.) or approved alternate. PART 3 - EXECUTION 3.01 GENERAL A. Conduit and Tubing sizes shown are based on the use of copper conductors. Reference Section 16120, CONDUCTORS, concerning conduit sizing for aluminum conductors. B. All installed Work shall comply with NECA 5055. C. Crushed or deformed raceways not permitted . D. Maintain raceway entirely free of obstructions and moisture. E. Immediately after installation, plug or cap raceway ends with watertight and dust -tight seals until time for pulling in conductors. F. Sealing Fittings: Provide drain seal in vertical raceways where condensate may collect above sealing fitting. G. Avoid moisture traps where possible. When unavoidable in exposed conduit runs, provide junction box and drain fitting at conduit low point. H. Group raceways installed in same area. I. Proximity to Heated Piping: Install raceways minimum 12 inches from paral lel runs. J. Follow structural surface contours when installing exposed raceways. Avoid obstruction of passageways. Coordinate with Specification 01040 Coordination. K. Run exposed raceways parallel or perpendicular to walls, structural members, or intersections of vertical planes. L. Block Walls: Do not install raceways in same horizontal course with reinforcing steel. M. Install watertight fittings in outdoor, underground, or wet locations. N. Paint threads, before assembly of fittings, of galvani zed conduit or IMC installed in exposed or damp locations with zinc-rich paint or liquid galvanizing compound. O. All metal conduit to be reamed, burrs removed, and cleaned before install ation of conductors, wires, or cables. P. Do not install raceways in concrete equipment pads, foundations, or beams. Q. Horizontal raceways installed under floor slabs shall lie completely under slab, with no part embedded within slab. R. Install concealed, embedded, and buried raceways so that they emerge at right angles to surface and have no curved portion exposed. CTA Project No. 19-0035-001-01 16110-6 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 3.02 CONDUIT APPLICATION A. Diameter: Minimum 3/4 inch. B. Exterior, Exposed: 1. Rigid galvanized steel. C. Direct Earth Burial: PVC Schedule 40. D. Concrete-Encased Raceways: PVC Schedule 40. 3.03 CONNECTIONS A. Under Equipment Mounting Pads: Rigid galvanized steel conduit. B. Exterior Light Pole Foundations: Schedule 40 PVC conduit. 3.04 PENETRATIONS A. Make at right angles, unless otherwise shown. B. Notching or penetration of structural members, including footings and beams, not permitted. C. Fire-Rated Walls, Floors, or Ceilings: Fire -stop openings around penetrations to maintain fire-resistance rating. D. Apply single layer of wraparound duct band to all metallic conduit in contact with concrete floor slabs to a point 2 inches above concrete surface. E. Concrete Walls, Floors, or Ceilings (Aboveground): Provide nonshrink grout dry -pack, or use watertight seal device. F. Entering Structures: 1. General: Seal raceway at the first box or outle t with minimum 2 inches thick expandable plastic compound to prevent the entrance of gases or liquids from one area to another. 2. Pullbox/Manholes: a. Metallic Raceways: Provide insulated gro unding bushings. b. Nonmetallic Raceways: Provide bell ends flush with wall. c. Install such that raceways enter as near as possible to one end of wall, unless otherwise shown. 3.05 SUPPORT A. Support from structural members only, at intervals not exceed ing NFPA 70 requirements, and in any case not exceeding 10 feet. Do not support from piping, pipe supports, or other raceways. B. Multiple Adjacent Raceways: Provide ceiling trapeze. For trapeze -supported conduit, allow 40 percent extra space for future c onduit. C. Provide and attach wall brackets, strap hangers, or ceiling trapeze as follows: 1. Wood: Wood screws. 2. Hollow Masonry Units: Toggle bolts. CTA Project No. 19-0035-001-01 16110-7 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 3. Concrete or Brick: Expansion shields, or threaded studs driven in by powder charge, with lock washers and nuts. 4. Steelwork: Machine screws. D. Nails or wooden plugs inserted in concrete or masonry for attaching raceway not permitted. Do not weld raceways or pipe straps to steel structures. Do not use wire in lieu of straps or hangers. 3.06 BENDS A. Install concealed raceways with a minimum of bends in the shortest practical distance. B. Make bends and offsets of longest practica l radius. C. Install with symmetrical bends or cast metal fittings. D. Avoid field-made bends and offsets, but where necessary, make with acceptable hickey or bending machine. Do not heat metal raceways to facilitate bending. E. Make bends in parallel or banked runs from same center or centerline with same radius so that bends are parallel. F. Factory elbows may be installed in parallel or banked raceways if there is change in plane of run, and raceways are same size. G. PVC Conduit: 1. Bends 30-Degree and Larger: Provide factory-made elbows. 2. 90-Degree Bends: Provide rigid steel elbows. 3. Use manufacturer's recommended method for forming smaller bends. H. Flexible Conduit: Do not make bends that exceed allowable conductor bending radius of cable to be installed or that significantly restricts conduit flexibility. 3.07 EXPANSION/DEFLECTION FITTINGS A. Provide on all raceways at all structural expansion joints, and in long tangential runs. B. Provide expansion/deflection joints for 5 0 degrees F maximum temperature variation. C. Install in accordance with manufacturer's instructions. 3.08 PVC CONDUIT A. Solvent Welding: 1. Provide manufacturer recommended solvent; apply to all joints. 2. Install such that joint is watertight. B. Adapters: 1. PVC to Metallic Fittings: PVC terminal type. 2. PVC to Rigid Metal Conduit or IMC: PVC female adapter. C. Belied-End Conduit: Bevel the unbelled end of the joint prior to joining. 3.09 WIREWAYS A. Install in accordance with manufacturer's instructions. B. Locate with cover on accessible vertical face of wireway, unless otherwise shown. CTA Project No. 19-0035-001-01 16110-8 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 3.10 TERMINATION AT ENCLOSURES A. Cast Metal Enclosure: Provide manufacturer's premolded insulati ng sleeve inside metallic conduit terminating in threaded hubs. B. Sheet Metal Boxes, Cabinets, and Enclosures: 1. Rigid Galvanized Conduit: a. Provide one lock nut each on inside and outside of enclosure. b. Install grounding bushing. c. Provide bonding jumper from grounding bushing to equipment ground bus or ground pad; if neither ground bus nor pad exists, connect jumper to lag bolt attached to metal enclosure. d. Install insulated bushing on ends of conduit where grounding is not required. e. Provide insulated throat when conduit terminates in sheet metal boxes having threaded hubs. 2. PVC Schedule 40 Conduit: Provide PVC terminal adapter with lock nut. C. Free-Standing Enclosures: Terminate conduit entering bottom with grounding bushing; provide a grounding jumper extending to equipment ground bus or grounding pad. 3.11 UNDERGROUND RACEWAYS A. Grade: Maintain minimum grade of 4 inches in 100 feet, either from one manhole, handhole, or pull box to the next, or from a high point between them, dependin g on surface contour. B. Cover: Maintain minimum 2-foot cover above conduit and concrete encasement, unless otherwise shown. C. Make routing changes as necessary to avoid obstructions or conflicts. D. Couplings: In multiple conduit runs, stagger so that couplings in adjacent runs are not in same transverse line. E. Union type fittings not permitted. F. Spacers: . Provide preformed, nonmetallic spacers, designed for such purpose, to secure and separate parallel conduit runs in a trench or concrete encasement. 2. Install at intervals not greater than that specified in NFPA 70 for support of the type conduit used, but in no case greater than 10 feet. G. Support conduit so as to prevent bending or displacement during backfilling or concrete placement. H. Installation with Other Piping Systems: 1. Crossings: Maintain minimum 12-inch vertical separation. 2. Parallel Runs: Maintain minimum 12 -inch separation. 3. Installation over valves or couplings not permitted. CTA Project No. 19-0035-001-01 16110-9 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 K. Backfill: 1. Do not backfill until inspected by ENGINEER. 3.12 MANHOLES A. Excavate, shore, brace, backfill, and final grade back to original state. B. Do not install until final raceway grading has been determined. C. Install such that raceways enter at nearly right angles and as near a s possible to one end of wall, unless otherwise shown. D. Grounding: As specified in Section 16450, GROUNDING. E. Identification: Field stamp covers with manhole or handhole number as shown. Stamped numbers to be 1-inch minimum height. 3.13 EMPTY RACEWAYS A. Provide permanent, removable cap over each end. B. Provide PVC plug with pull tab for underground raceways with end bells. C. Provide nylon pull cord. D. Identify, as specified in Paragraph IDENTIFICATION DEVICES, with waterproof tags attached to pull cord at each end, and at intermediate pull point. 3.14 IDENTIFICATION DEVICES A. Warning Tape: Install approximately 12 inches above underground or concrete - encased raceways. Align parallel to, and within 12 i nches of, centerline of runs. 3.15 PROTECTION OF INSTALLED WORK A. Protect products from effects of moisture, corrosion, and physical damage during construction. B. Provide and maintain manufactured watertight and dust -tight seals over all conduit openings during construction. C. Touch up painted conduit threads after assembly to cover nicks or scars. - END OF SECTION - CTA Project No. 19-0035-001-01 16120-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 16120 - CONDUCTORS PART 1 - GENERAL 1.01 WORK INCLUDED A. Includes, but not limited to: Furnish and install all wire and cable as indicated in Contract Documents. 1.02 RELATED WORK A Section 16110 - Raceways 1.03 REFERENCE STANDARDS A. National Electrical Code 1.04 REQUIREMENTS OF REGULATORY AGENCIES A. Conform to UL Standards. PART 2 - PRODUCTS 2.01 POWER CONDUCTORS (600-VOLT AND LESS) A. All conductors shall be stranded copper. B. Minimum power conductor size shall be No. 10. C. Conductor insulation shall be type XHHW unless noted otherwise. Branch circuit conductors which run through ballast compartments of lighting fixtures shall be code approved for such use. D. Install permanent phenolic (white on black) nametags at circuit protective devices indicating load fed. E. All insulated wire shall be marked by manufacturer every 24 inches with conductor size and insulation type. 2.02 CABLE, WIRE AND CONNECTORS A. 600 Volt Cable Type "A" Wire and Connectors shall be rated for 600 volts and shall meet the following requirements: 1. Conductors shall be stranded and U.L. rated. 2 All wire shall be brought to the job in unbroken packages and shall bear the date of manufacturing; not older than 12 months. 3. Type of wire shall be XHHW below finished grade and XHHW in dry locations except where required otherwise by the Contract Drawings. 4. No wire smaller than No. 10 gauge shall be used unless specifically indicated. 5. Conductor metal shall be copper. 6. All conductors shall be meggered after installation and insulation must be in compliance with the National Electrical Code. CTA Project No. 19-0035-001-01 16120-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 PART 3 - EXECUTION 3.01 INSTALLATION A. Make parallel conductors equal in length. B. Band groups of conductors together at distribution centers, pullboxes, and wireways. C. Phasing: 1. Phasing for entire facility shall be Phase A, Phase B, and Phase C, with voltage reaching maximum value in that order. Rotation shall be C-B-A. 2. For switchgear, motor control centers, panelboards, and other distribution and motor control equipment, connect phase conductors to terminals in the order A -B-C from left to right, or top to bottom, facing the circuit breakers, motor starters, or panelboards. When not in conflict with the foregoing due to standard arrangement, bus bars in such equipment shall be in the order A-B-C from front to back and top to bottom. 3. For 3-phase, 4-wire receptacles, arrange phase connecting studs clockwise from the front in the order A-B-C ground. 4. For all voltage levels of 3-phase transformers, unless otherwise required, connect Phase A, B, and C to terminals marked 1, 2, and 3, respectively. D. Install wire and cable in conduit. Refer to Section 16111. E. Take care of pulling conductors so that insulation is not damaged. Use UL approved non-petroleum base and insulating-type pulling compound as needed. F. Pull wire in conduit after concrete and masonry work is complete and after moisture is swabbed from conduit. G. Install and test conductors in accordance with manufacturer's recommendations. H. Conductors shall be continuous from outlet to outlet. I. Circuit numbers shall be according to Drawings. J. Where a common neutral is run for two or three "home run" circuits, connect phase conductors to breakers in panels which are attached to separate phases in order that the neutral conductors will carry only the unbalanced current. Neutral conductors shall be of same size as phase conductors unless specifically noted otherwise. K. Run conductors of same circuit in same conduit. L. Run conductors of different voltage systems in separate conduits. M. Do not use heavy mechanical means for pulling conductors. N. Wiring in panels shall be installed in a neat fashion. O. When stripping insulation from conductors, do not score or damage conductor. P. All conductors of No. 10 AWG and smaller shall have solid color insulation or solid color coating. Q. No. 8 AWG and larger conductors shall have either solid color insulation or solid color coating, or stripes, bands or hash marks of the colors indicated above. Stripes, bands or hash marks may be field or factory applied. CTA Project No. 19-0035-001-01 16120-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 PART- 4 4.01 ELECTRICAL IDENTIFICATION A. Color Coding Conductor colors shall be in accordance with the N.E.C., local agencies and NFPA requirements. Refer also to applicable sections of these specifications. Three phase feeder and branch circuits shall be identified as follows: 120/208/240 277/480 A - Black A - Brown B - Red B - Purple C - Blue C - Yellow Neutral - White Neutral - Gray Orange - High Leg Green or bare for grounding conductors Green with yellow trace: Special Grounding B. Nameplates 1. The following items shall be equipped with nameplates: All motors, motor starters, motor control centers, pushbutton stations, control panels, time switches, disconnect or relays in separate enclosures, receptacles, wall switches, panelboards, switchboards, instrumentation cabinets, high voltage boxes and cabinets. All light switches and outlets shall carry a phenolic plate with the supply circuit number engraved. Special electrical systems shall be identified at junction and pull boxes, terminal cabinets and equipment racks. 2. Nameplates shall adequately describe the function of the particular equipment involved. Nameplates for panelboards and switchboards shall include the panel designation, voltage and phase of the supply. For example, "Panel A, 277/480V, 3-phase, 4-wire." The name of the machine on the motor nameplates for a particular machine shall be the same as the one used on all motor starters, disconnect and P.B. station nameplates for that machine. Normal power nameplates shall be laminated phenolic plastic, white front and back with black core, with lettering etched through the outer covering; black engraved letters on white background. Lettering shall be 3/16-inch-high at pushbutton stations, thermal overload switches, receptacles, wall switches and similar devices, where the nameplate is attached to the device plate. At all other locations, lettering shall be 1/4-inch-high, unless otherwise detailed on the Drawings. Nameplates shall be securely fastened to the equipment with No. 4 Phillips, round-head, cadmium plated, steel self -tapping screws or nickel-plated brass bolts. Motor nameplates may be non-ferrous metal not less than 0.03 inch thick, die stamped. In lieu of separate plastic nameplates, engraving directly on device plates is acceptable. Engraved lettering shall be filled with contrasting enamel. Equipment nameplate schedule for all equipment shall be submitted with shop drawing submittal for Engineer's approval. 3. All junction and splice boxes shall be labeled using permanent shipping tags attached to boxes; not covers. C. Wire and Cable Identification All wire and cable shall be identified at each termination point and at each pull box, splice CTA Project No. 19-0035-001-01 16120-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 box, junction box, or manhole. Provide permanent, waterproof, non-metallic heat shrinkable tube cable markers in 3/16-inch letters. D. Signs Warning signs shall comply with OSHA requirements and reasonable safety precautions. E. Underground Identification During backfilling of each exterior underground electrical, signal or communication cable, conduit, or ductbank, install a continuous underground-type plastic with foil backed line, marker, located directly over the buried line at six (6) inches to eight (8) inches below finished grade. - END OF SECTION - CTA Project No. 19-0035-001-01 16450-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 16450 - GROUNDING PART 1 - GENERAL 1.01 REFERENCES A. The following is a list of standards which may be referenced in this section: 1. American National Standards Institute (ANSI): C2, National Electrical Safety Code (NESC). 2. National Fire Protection Association (NFPA): 70, National Electrical Code (NEC). 1.02 SUBMITTALS A. Shop Drawings: 1. Product Data: a. Exothermic weld connectors. b. Mechanical connectors. 1.03 UL COMPLIANCE A. Materials manufactured within scope of Underwriters Laboratories shall conform to UL Standards and have an applied UL listing mark. PART 2 - PRODUCTS 2.01 GROUND ROD A. Material: Copper clad. B. Diameter: 3/4 inch. C. Length: 10 feet. 2.02 GROUND CONDUCTORS A. As specified in Section 16120, CONDUCTORS. 2.03 CONNECTORS A. Exothermic Weld Type: 1. Outdoor Weld: Suitable for exposure to elements or direct burial. 2. Indoor Weld: Utilize low-smoke, low-emission process. 3. Manufacturers: a. Erico Products, Inc.; Cadweld am d Cadweld Exolon. b. Thermoweld. B. Mechanical Type: Split-bolt, saddle, or cone screw type; copper alloy material. 1. Manufacturers: a. Burndy Corp. b. Thomas and Betts Co. CTA Project No. 19-0035-001-01 16450-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 PART 3 - EXECUTION 3.01 GENERAL A. Grounding shall be in compliance with NFPA 70 and ANS I C2. B. Ground electrical service neutral at service entrance equipment to supplementary grounding electrodes. C. Ground each separately derived system neutral to nearest effectively grounded building structural steel member or separate grounding electrode. D. Bond together system neutrals, service equipment enclosures, exposed non-current- carrying metal parts of electrical equipment, metal raceways, ground conductor in raceways and cables, receptacle ground connections, and metal piping systems. E. Shielded Power Cables: Ground shields at each splice or termination in accordance with recommendations of splice or termination manufacturer. F. Shielded Control Cables: 1. Ground shield to ground bus at power supply for analog signal. 2. Expose shield minimum I inch at termination to field instrument and apply heat shrink tube. 3. Do not ground control cable shield at more than one point. 3.02 WIRE CONNECTIONS A. Ground Conductors: Install in conduit containing power conductors and control circuits above 50 volts. B. Nonmetallic Raceways and Flexible Tubing: Install an equipment grounding conductor connected at both ends to non current -carrying grounding bus. C. Connect ground conductors to raceway grounding bushings. D. Extend and connect ground co nductors to ground bus in all equipment containing a ground bus. E. Connect enclosure of equipment containing ground bus to that bus. F. Bolt connections to equipment ground bus. G. Bond grounding conductors to metallic enclosures at each end, and to in termediate metallic enclosures. H. Junction Boxes: Furnish materials and connect to equipment grounding system with grounding clips mounted directly on box, or with 3/8 -inch machine screws. 3.03 GROUND RODS A. Install full length with conductor connect ion at upper end. B. Install with connection point below finished grade, unless otherwise shown. 3.04 CONNECTIONS A. General: 1. Above grade Connections: Use either exothermic weld or mechanical -type connectors. CTA Project No. 19-0035-001-01 16450-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 2. Below grade Connections: Install exothermic weld type connectors. 3. Remove paint, dirt, or other surface coverings at connection p oints to allow good metal-to-metal contact. 4. Notify ENGINEER prior to backfilling ground connections. B. Exothermic Weld Type: 1. Wire brush or file contact point to bare metal surface. 2. Use welding cartridges and molds in accordance with manufa cturer's recommendations. 3. Avoid using badly worn molds. 4. Mold to be completely filled with metal when making welds. 5. After completed welds have cooled, brush slag from weld area and thoroughly clean joint. C. Mechanical Type: 1. Apply homogeneous blend of colloidal copper and rust and corrosion inhibitor before making connection. 2. Install in accordance with connector manufacturer's recommendations. 3. Do not conceal mechanical connections. 3.05 METAL STRUCTURE GROUNDING A. Ground metal sheathing and exposed metal vertical structural elements to grounding system. B. Bond electrical equipment supported by metal platforms to the platforms. C. Provide electrical contact between metal frames and railings supporting pushbutton stations, receptacles, and instrument cabinets, and raceways carrying circuits to these devices. 3.06 MANHOLE AND HANDHOLE GROUNDING A. Install one ground rod inside each. B. Ground Rod Floor Protrusion: 4 to 6 inches above floor. C. Make connections of groundin g conductors fully visible and accessible. D. Connect all non current-carrying metal parts, and any metallic raceway grounding bushings to ground rod with No. 6 AWG copper conductor. 3.07 SURGE PROTECTION EQUIPMENT GROUNDING A. Connect surge arrestor ground terminals to equipment ground bus. 3.08 GROUNDING SYSTEM A. Grounding Conductor: 1. Bury minimum 30” below finished grade. 2. Minimum 2 feet distance from foundation slabs. CTA Project No. 19-0035-001-01 16450-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 B. Interconnect ground rods by direct-buried copper cables. C. Connections: 1. Install ground cables continuous between connections. 2. Exothermic welded connections to ground rods, structural steel, and buried and nonaccessible connections. 3. Provide bolted clamp type mechanical connectors for all exposed secondary connections. 4. Use bolded offset parapet bases or through -roof concealed base assemblies for air terminal connections. 5. Provide electric service arrestor ground wire to water pipe when available. - END OF SECTION - CTA Project No. 19-0035-001-01 16500-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 16500 - LIGHTING PART 1 - GENERAL 1.01 THE REQUIREMENT A. CONTRACTOR shall furnish and install all lighting Luminaires, labor, and material, in accordance with the preceding specifications, the requirements of this section, and as shown on the drawings. B. Lighting shall be in accordance with the latest requirements of the Illuminating Engineering Society, and all lighting Luminaires shall have the Underwriters Laboratories, Inc. label of approval. C. All wiring shall be placed in conduit and shall comply with the specifications for conduit, outlet boxes, pull and junction boxes, wires and cables, grounding, and other sections as set forth in these specifications and as noted herein. D. Reference Section 16000, Basic Electrical Requirements. 1.02 CODES AND STANDARDS A. The equipment specified herein shall comply with the following codes and standards, where applicable. 1. Underwriter’s Laboratories, Inc. (UL): a. UL 1598 - Luminaires 2. American National Standards Institute (ANSI): a. ANSI C62.41 - Guide for Surge Voltages in Low-Voltage AC Power Circuits 3. National Electrical Code (NEC) 1.03 SUBMITTALS A. In accordance with the procedures and requirements set forth in the General Conditions and Section 01300, submittals, the CONTRACTOR shall obtain from the equipment manufacturer and submit the following: 1. Shop Drawings 2. Operation and Maintenance Manuals 3. Spare Parts Lists 4. Special Tools List 5. LM79 report for each luminaire from a NVLAP accredited photometric laboratory. 6. Photometric layouts are required B. Each submittal shall be identified by the applicable specification section. 1.04 SHOP DRAWINGS A. Each submittal shall be complete in all respects, incorporating all information and data listed herein and all additional information required for evaluation of the proposed equipment’s compliance with the Contract Documents. CTA Project No. 19-0035-001-01 16500-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 B. Partial, incomplete or illegible submittals will be returned to the CONTRACTOR for resubmittal without review. C. Shop drawings shall include but not be limited to: 1. Product data sheets. 2. Catalog cuts for each Luminaire type showing performance and construction details of standard Luminaires, and complete working drawings showing all proposed construction details of special or modified standard Luminaires. 3. Photometric curves. 4. Lamp and LED data including efficiency (Efficacy lumens/watt) information. 5. Ballast and LED Driver information 6. Catalog data including applicable coefficients of utilization tables, isolux chart of illumination on a horizontal plane, beam efficiency, horizontal and vertical beam spread, and beam lumens. 7. Custom wiring diagrams for each individual lighting contactor. Standard wiring diagrams that are not custom created by the manufacturer for the individual lighting contactors for this project are not acceptable. One (1) wiring diagram which is typical for all lighting contactors is not acceptable. Each wiring diagram shall include wire identification and terminal numbers. Indicate all devices, regardless of their physical loca tion, on the diagrams. Identify on each respective wiring diagram specific equipment names and equipment numbers consistent with those indicated on the drawings. 8. System (entire Luminaire assembly) efficiency data. 9. Pole calculations. D. Shop drawings shall be submitted to the ENGINEER for review and acceptance for all Luminaires before Luminaires and poles are manufactured. Substitutions will be permitted only if acceptable to the ENGINEER. E. Manufacturer’s catalog number and description in the Lumin aire schedule on the Contract Documents establishes a level of quality, style, finish, etc. The use of a catalog number describing the various types of Luminaires shall be used as a guide only, and does not exclude all the required accessories or hardware that may be required for a complete installation. 1.05 OPERATION AND MAINTENANCE MANUALS A. CONTRACTOR shall submit Operation and Maintenance Manuals in accordance with the procedures and requirements set forth in the General Conditions and Divi sion 1. 1.06 TOOLS, SUPPLIES AND SPARE PARTS A. All spare parts as recommended by the equipment manufacturer shall be furnished to the COUNTY by the CONTRACTOR. The following minimum spare parts shall be furnished: 1. A minimum of one (1) LED driver for eve ry ten (10) drivers (of the same type) installed. CTA Project No. 19-0035-001-01 16500-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 B. The spare parts shall be packed in containers suitable for long term storage, bearing labels clearly designating the contents and the pieces of equipment for which they are intended. C. Spare parts shall be delivered at the same time as the equipment to which they pertain. CONTRACTOR shall properly store and safeguard such spare parts until completion of the work, at which time they shall be delivered to the COUNTY. D. Spare parts lists, included with th e shop drawing submittal, shall indicate specific sizes, quantities, and part numbers of the items to be furnished. Terms such as “1 lot of packing material” are not acceptable. E. Parts shall be completely identified with a numerical system to facilitate parts inventory control and stocking. Each part shall be properly identified by a separate number. Those parts which are identical for more than one size, shall have the same parts number. 1.07 LIGHTING CONTROLS A. The lighting systems shall be controlled a s specified herein and indicated on the drawings. B. Lighting contactors shall be furnished and installed for specific lighting control applications as specified herein and indicated on the drawings. PART 2 – PRODUCTS 2.01 MANUFACTURERS A. The equipment covered by this specification is intended to be standard equipment of proven performance as manufactured by reputable concerns. Equipment shall be designed, constructed, and installed in accordance with the best practices of the trade, and shall operate satisfactorily when installed as shown on the drawings. Basis of Design: Holophane Esplande2 P40 3000K series 2.02 LUMINAIRES A. Each luminaire shall bear the Underwriters Laboratories, Inc. label. All lighting Luminaires shall be furnished complete with lamps of the size and type as indicated on the drawings and all fittings and hardware necessary for a complete installation. Lighting Luminaires shall have all parts and fittings necessary to completely and properly install the Luminaires. B. Luminaire leads shall be as required by NEC and shall be grounded by the equipment grounding conductor in the conduit. C. All glassware shall be high quality, homogeneous in texture, uniform in quality, free from defects, of uniform thickness throughout, and properly annealed. Edges shall be well rounded and free from chips or rough edges. D. Luminaires for use in hazardous locations shall be UL 844 Listed. E. Luminaires shall be as specified in the Luminaire schedule located in the contract drawings F. Each Luminaire shall consist of an assembly that utilizes LEDs as the light source. In addition, a complete luminaire shall consist of a housing, LED array, and electronic driver (power supply). CTA Project No. 19-0035-001-01 16500-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 G. Each luminaire shall be rated for a minimumTM-21 operational life of 60,000 hours at an average operating time of 11.5 hours per night at 40ºC (104ºF). H. Reported lumen maintenance shall be greater than 96% per TM -21-11 after 60,000 hours of luminaire operation in an ambient environment of 40ºC (104ºF). This data must be TM-21 compliant and derived from the EnergyStar.gov TM-21 Calculator. I. The rated operating temperature range shall be -40°C (-40ºF) to +40°C (104ºF). J. Each luminaire is capable of operating above 104°F (40°C), but not expected to comply with photometric requirements at elevated temperatu res. K. Photometry must be compliant with IESNA LM-79. L. Each luminaire shall meet all parameters of this specification throughout the minimum operational life when operated at the average nighttime temperature. M. The individual LEDs shall be constructed such t hat a catastrophic loss or the failure of one LED will not result in the loss of the entire luminaire. N. Luminaire shall be constructed such that LED modules may be replaced or repaired without replacement of whole luminaire. O. Each luminaire shall be damp o r wet lo cations and shall be listed with Underwriters Laboratory, Inc. under UL1598 for luminaires, or an approved equivalent standard from a nationally recognized testing laboratory. P. Surge Suppression: The luminaire on-board circuitry shall include surg e protection devices (SPD) to withstand high repetition noise transients as a result of utility line switching, nearby lightning strikes, and other interference. The SPD protects the luminaire from damage and failure for common and differential mode transient peak currents up to 10 kA (minimum). SPD conforms to UL 1449. SPD performance has been tested per procedures in ANSI/IEEE C62.41-2:2002 category C high exposure and ANSI C136.2 10kV BIL. The SPD shall fail in such a way as the Luminaire will no long er operate . The SPD shall be field replaceable. Q. RF Interference: LED Drivers must meet Class A emission limits referred in Federal Communications Commission (FCC) Title 47, Subpart B, Section 15 regulations concerning the emission of electronic noise. R. Photometric Requirements 1. Optical Assemblies: LEDs shall be provided with discreet over optical elements to provide an IESNA Type V distribution. Additional distributions for glare control shall be utilized when direct source must be mitigated. Mitigation must take place without external shielding elements. Optical assemblies shall have a minimum efficiency of 85% regardless of distribution type. All LEDs and optical assemblies shall be mounted parallel to the ground. All LEDs shall provide the same optical pattern such that catastrophic failures of individual LEDs will not constitute a loss in the distribution pattern. 2. No more than 1.8% of the total luminaire lumens shall be in the 80º to 90º range and no lumens will be emitted above 90º. BUG rating shall no t exceed B4-U0- G4. 3. Light Color/Quality: The luminaire shall have a correlated color temperature (CCT) of 4,000K +/-275K. The color rendition index (CRI) shall be a nominal 70. 4. 54% of the total luminaire lumens shall be to the street side of the luminaire . CTA Project No. 19-0035-001-01 16500-5 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 5. The optical assembly of the luminaire shall be protected against dust and moisture intrusion per the requirements of IP -66 (minimum) to protect all optical components. S. Thermal Management 1. The thermal management (of the heat generated by the LEDs) shal l be of sufficient capacity to assure proper operation of the luminaire over the expected useful life. 2. The LED manufacturer’s maximum thermal pad temperature for the expected life shall not be exceeded. 3. Thermal management shall be passive by design. The u se of fans or other mechanical devices shall not be allowed. 4. The luminaire shall have a minimum heat sink surface such that LED manufacturer’s maximum junction temperature is not exceeded at maximum rated ambient temperature. 5. The heat sink material shall be alumin um. 2.03 LED DRIVERS A. Drivers shall have a voltage range of (120 -277) +/- 10 percent at a frequency 60Hz. B. All drivers shall be designed to a power factor >90 percent with a total harmonic distortion THD <20 percent at full load. C. Case temperature shall be rated for -40 degrees C through +80 degrees C. D. Drivers shall have overheat protection, self -limited short circuit protection and overload protected. E. Drivers shall be furnished with a fused primary. F. Drivers shall have an output current ripple <30 pe rcent G. Drivers shall have a five (5)-year (50,000 hour) warranty. H. Drivers shall be manufactured by Advance, Universal or equal. I. Drivers shall be UL Listed for damp location, UL879, UL1012, UL935, ROHS. J. Drivers shall meet FCC 47 Sub Part 15. K. All drivers shall be provided with ANSI/IEEE C62.41 Category C (10kV/5kA) surge protection. 2.04 LIGHTING POLES A. Poles shall be designed to withstand calculated wind force based on 1 70 MPH (three (3)-second gust) wind velocity in accordance with the provisions of the Fl orida Building Code without structural damage. B. Pole mounted Luminaires shall be mounted on poles as designated in the Luminaire schedule or as indicated on the drawings. Poles shall have adequate handholes and weatherproof receptacles where indicated. All mounting hardware shall be stainless steel. C. One (1), ¾-inch diameter, 10-foot long, copper-clad steel ground rod shall be driven adjacent to each pole. The pole, steel reinforcement bar in the base, and equipment CTA Project No. 19-0035-001-01 16500-6 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 grounding conductor shall all be bonded to the ground rod as indicated in the standard details. 2.05 LIGHTING CONTROLS A. Lighting contactors shall be as manufactured by Cutler -Hammer, the Square D Company, or General Electric Company. Lighting contactors shall be heavy -duty industrial type with 30A minimum rating and shall have the number of contacts required. Contactor ampere rating shall be increased as required to suit the application. Contactor coil voltage shall be as indicated on the drawings. Contactors shall be the electrically or mechanically held type as indicated on the drawings. Contactors shall include fused integral control power transformers. Any auxiliary relays, or other devices required for proper operation shall be included. Lighting contactor enclosures shall be as follows: 1. Photocells shall be rated for 120 VAC, 1800W, and be provided with ½-inch or ¾-inch threads for box mounting. Photocells shall be Model K4121C by Intermatic, or equal. PART 3 - EXECUTION 3.01 INSTALLATION A. Lighting Luminaires shall be located symmetrically with building lines as shown on the drawings. CONTRACTOR shall furnish and install the lighting Luminaires to allow “convenient” access for maintenance such as cleaning, relamping, and other activities. Where Luminaires are shown in locations on the drawings where m aintenance would be difficult, th e CONTRACTOR shall notify the ENGINEER for direction. B. CONTRACTOR shall provide and install all inserts, conduit, structural supports as required, lamps, ballasts, poles, wiring, and any other items required for a complet e system. CONTRACTOR shall properly adjust and test, to the satisfaction of the ENGINEER, the entire lighting system. C. CONTRACTOR shall protect all Luminaires at all times from damage, dirt, dust, and the like. Before final acceptance, all Luminaires and devices shall be cleaned of all dust, dirt or other material, be fully re -lamped (except LED Luminaires) and in operating condition to the satisfaction of the ENGINEER. D. Circuiting shall be as shown on the drawings and as follows: 1. Loads shall be balanced between phases to within a tolerance . 2. Voltage drop to the most remote lighting Luminaire shall be limited to three (3) percent. E. Luminaires located on the exterior of the building shall be provided with neoprene gasket and non-ferrous metal screws finished to match the Luminaires. F. All lighting units, when installed, shall be set true and be free of light leaks, warps, dents, and other irregularities. All hangers, cables, supports, ch annels, and brackets of all kinds for safely erecting this equipment in place, shall be furnished and erect ed in place by the CONTRACTOR. G. CONTRACTOR shall install Luminaires at mounting heights indicated on the drawings or as instructed by the ENGINEER. Exact pole locations to be verified with City prior to installation. Installation of Luminaires shall be adapted to field conditions as determined by the ENGINEER. CTA Project No. 19-0035-001-01 16500-7 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 H. CONTRACTOR shall support each Luminaire securely. Each Luminaire shall be secured to the building structure. CONTRACTOR shall not secure Luminaires to the work of other trades, unless specified or noted otherwise, and shall not support Luminaires from plaster. CONTRACTOR shall furnish and install all poles, foundations, and supports as required to fasten and suspen d Luminaires. I. CONTRACTOR shall furnish and install time switches and photocells as specified herein or indicated on the drawings. Time switches shall be provided with a manual bypass switch controlling the lights locally and remotely. Time switches shall control contactors, relays, or direct controlling of one (1), two (2), or three (3) lighting circuits, as indicated. CONTRACTOR shall furnish and install photocells as specified herein or indicated on the drawings for automatic “ON/OFF” switching of outdoor lighting. 3.02 TESTING A. All tests shall be performed in accordance with the requirements of the General Conditions and Division 1. The following tests are required: 1. Certified Shop Tests a. The lighting Luminaires shall be given routine factory tests in accordance with the requirement of ANSI, NEMA and Underwriters Laboratories standards. 2. Field Tests a. Field testing shall be done in accordance with the requirements specified in the General Conditions, Division 1, and NETA Acceptance Testing Specifications, latest edition. - END OF SECTION - CRAVEN THOMPSON AND ASSOCIATES, INC. ENGINEERS PLANNERS SURVEYORS SHEET INDEX SHEET NO.DESCRIPTION REV E-0 COVER SHEET E-1 ELECTRICAL GENERAL NOTES E-2 ELECTRICAL LEGEND AND NOTES E-3 KEY MAP: ELECTRICAL DEMOLITION E-4 TO E-12 ELECTRICAL DEMOLITION PLANS E-13 KEY MAP: ELECTRICAL CIRCUITRY E-14 TO E-22 ELECTRICAL CIRCUITRY PLAN E-23 KEY MAP: PHOTOMETRIC PLAN E-24 TO E-32 PHOTOMETRIC PLAN E-33 ELECTRICAL RISER E-34 TO E-35 ELECTRICAL DETAILS E-36 INSTALLATION DETAILS PROJECT LOCATION LOCATION MAP NOT TO SCALE E-0 SHEET NO.GOLDEN SHORES STREET LIGHTING SEPTEMBER 11, 2020 CITY OF SUNNY ISLES BEACH MIAMI DADE COUNTY, FLORIDA CTA PROJECT #: 19-0035-001-01 Timothy James Hall Florida P.E. No. 50588A1A (COLLINS AVE)NE 193RD AVE SR 856 (WILLIAM LEHMAN CAUSEWAY) SECTION 02 TOWNSHIP 52 RANGE 42 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 2020E-1 ELECTRICAL GENERAL NOTES PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 2020E-2 ELECTRICAL LEGEND AND NOTES OVER HE A D W IR E S ANCHORCATCH BASI N CONCRETE L I G H T P O L E CONCRETE P O S T CONCRETE P O W ER P OL E ELECTRICAL O U TL E T ELECTRICAL P A NE L ELECTRICAL P U L L B O X ELECTRICAL M A NH O L E GAS MARKER METAL LIG H T P O L E MONITOR I N G W E L L PIPE PARKING L I G HT 2 S QU A R E SANITARY M AN H O L E SIGNSPOT-FLO O D LI G H T SANITARY S EW E R CL E A N O U T STORM M A N HO L E TELEPHO N E PU L L BO X TRAFFIC P O L E TRAFFIC P U L L B O X TRANSFO R M ER P A D WATER B L O W -O F F WATER V A L V E WOOD PO W E R P O L E WATER M A I N GUARDRA I L EXISTIN G L EG EN D : TOP FED ELE C T R IC S E RV I C E BOTTOM FED E L EC T R I C S E R VI C E OVERHEAD T R A NS F O RM E R 111111111111111111111111111111111111111111111111111PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 2020200'100'0 E-4 E-5 E-6E-8E-10 E-7E-9E-11E-12 E-3 0 KEY MAP EB EB ET ET ET EB EB ET EB ET EB ETETET EB ET EB EB OVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDCENTERLINE BASELINE CENTERLINE BASELINE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SSSS STMSTM STMSTMSTMSTMSTMSTMSTMSTMSTM STM STM STM STM STM STMSTM STM STM STM STM STM STM STM STM ST M STM STM STM STM STM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM WMWMWMWMWMWMWMWMWMWMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWMWMWMWMWMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWMWMWMWMWMWMWMWMWMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWMWMWMWMWM191st TERRACE (50' R/W) 191st STREET (50' R/W)N BAY ROAD (70' R/W)DUMFOUNDING BAYWILLIAM LEHMAN CAUSEWAY (SR 856) 1 1 1 1 1 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60'MATCHLINE SHEET E-5MATCHLINE SHEET E-5MATCHLINE SHEET E-6 E-4 4 ELECTRICAL DEMOLITION PLANS ET ET ET ET ET ET ET ETET ETEBET ET ET EB ET EBET ETET ET ETOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDOVHDOVHDOVHDOVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDOVHDOVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDCENTERLINE BASELINE CENTERLINE BASELINE CENTERLINEBASELINESS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS STMSTMSTMSTM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTM STM STM STM STM STM STM STM STM WM WM WM WM WMWMWMWMWMWMWMWMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWMWMWMWMWMWMWMWMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWMWMWMWMWMWMWMWM WM WM WM WM WMWMWMWMWMWMWMWMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWM191st TERRACE (50' R/W) 191st STREET (50' R/W)ATLANTIC BOULEVARD (50' R/W)WILLIAM LEHMAN CAUSEWAY (SR 856) 1 1 1 1 1 1 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60'MATCHLINE SHEET E-4MATCHLINE SHEET E-4MATCHLINE SHEET E-7 E-5 5 ELECTRICAL DEMOLITION PLANS EB ET ETET ET ET ET ET ET EB EB ET ET ET ET ET EB ET ET EB ET ET ET E ET EB OVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDOVHDOVHD OVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDOVHDOVHDOVHD OVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDCENTERLINE BASELINE CENTERLINE BASELINE SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS SSSTMSTMSTM S T M STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTM STM STM STM STM STM STM STM STM STM STM STM STM STMSTM STM STMSTMSTMSTMSTMSTMSTM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWM WMWMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWMWMWMWMWMWMWMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWMWMWMWMWMWMWMWM190th STREET (50' R/W) 189th TERRACE (50' R/W)N BAY ROAD (70' R/W)DUMFOUNDING BAY1 1 1 1 1 1 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60' MATCHLINE SHEET E-4 MATCHLINE SHEET E-4 MATCHLINE SHEET E-8MATCHLINE SHEET E-8 MATCHLINE SHEET E-7MATCHLINE SHEET E-7E-6 6 ELECTRICAL DEMOLITION PLANS ET ET ET ET ET ETET ET ETETET ET ETET ET ET ET EB ET EB ET EB ET ET EB EMH ET OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHD OVHDOVHDOVHDOVHDOVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDCENTERLINE BASELINE CENTERLINE BASELINE CENTERLINEBASELINESSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSTMSTMSTM STM STM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTM STM STMSTMSTM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTM STM STM STM STM STM WMWMWMWMWMWMWMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWMWMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWM WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMW M WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWMWMWMWMWMWMWMWM190th STREET (50' R/W) 189th TERRACE (50' R/W)ATLANTIC BOULEVARD (50' R/W)1 11 1 1 1 1 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60' MATCHLINE SHEET E-5 MATCHLINE SHEET E-6MATCHLINE SHEET E-5 MATCHLINE SHEET E-9MATCHLINE SHEET E-9 MATCHLINE SHEET E-6E-7 7 ELECTRICAL DEMOLITION PLANS ET ET ET ET ET ET ET ET ET EB EB ET ET ET ET ET EB EB ET ET ET ET EB EB EB EB ET EB EB OVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDOVHDOVHD OVHDOVHDOVHDOVHDOVHDOVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDOVHDOVHDOVHD OVHDOVHDOVHDOVHDOVHDOVHDOVHDO V H D O V H D O V H D O V H D O V H D O V H D O V H D O V H D CENTERLINE BASELINE CENTERLINE BASELINE SSSSS S S S S S S S S S S S S S S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS S T M S T M S T M S T M S T M S T M S T M S T M STM STM STM STMSTM STM STM STM STM STM STM STM STM STM STM STMSTMSTMSTM STM STMSTMSTMSTMSTMSTMSTMSTMSTM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWMWMWMWMWMWMWMWMWMWMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWMWMWMW M W M W M W M W M WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWM 189th STREET (50' R/W) 188th STREET (50' R/W)N BAY ROAD (70' R/W)DUMFOUNDING BAY1 1 1 1 1 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60'MATCHLINE SHEET E-9MATCHLINE SHEET E-6 MATCHLINE SHEET E-6 MATCHLINE SHEET E-9MATCHLINE SHEET E-10 E-8 8 ELECTRICAL DEMOLITION PLANS ET ET ET ET ET EB EB EB ET EB ET EB ET ET ET ETET ET EB ET EB ET ET OVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDOVHDOVHDOVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDOVHDOVHDOVHD OVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDCENTERLINE BASELINE CENTERLINE BASELINE CENTERLINEBASELINEOVHDOVHDOVHDOVHD OVHD SS SS SS SS SS SS SS SS SSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSS SS SS SS SS STMSTM STM STM STM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STM STM STM STM STM STM STM STM STM STMSTMSTMWMWMWMWMWMWMWMWMWMWMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWM WM WM WM WMWMWMWMWM WMWMWMWMWMWMWMWMWM WM WMWMWMWMWMWMWMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWMWMWMWMWMWMWMWMWM WM WMWMWMWMWMWMWMWMWMWMWMWM188th STREET (50' R/W)ATLANTIC BOULEVARD (50' R/W)189th STREET (50' R/W) 1 1 1 1 1 1 1 1 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60' MATCHLINE SHEET E-11MATCHLINE SHEET E-11 MATCHLINE SHEET E-7 MATCHLINE SHEET E-7 MATCHLINE SHEET E-8MATCHLINE SHEET E-8E-9 9 ELECTRICAL DEMOLITION PLANS ET ET ET ET ET ET EB ET ET EB ET EB ET EB ET EB ET EB EB OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDOVHDOVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDOVHDOVHDOVHDOVHD OVH D OVH D OVH D OVH D OVH D OVH D OVHD OVHD OVHD OVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVH D OVHD OV H D OVHD OVHD OV H D OV H DOVHDOVHDO V H D O V H D CENTERLINE BASELINE OVHDOVHDOVHDOVHDOVHDOVHDSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSS STM STM STM ST M ST M ST M ST M ST M STM STM STM STM STM STM STM STM STM STM STM STM S T M S T M S T M S T M S T MSTMS TM S TM S TM S TM S TM S TM S TM S TM WMWMWMWMWMWMWMWMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWMWMWMWMWMWMWMWMWMWM WM WMWMWMWMWMWMWMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM W M W M WM WM WM WM WM WM WM WM WMWMWMWMWMWMWMWMWMWMWMWMWMWMW M W M W M WM 187th STREET (50' R/W) N B A Y R O A D ( 7 0 ' R / W ) DU M F O U N D I N G B A Y 1 1 1 1 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60'MATCHLINE SHEET E-12MATCHLINE SHEET E-11MATCHLINE SHEET E-8MATCHLINE SHEET E-8 E-10 10 ELECTRICAL DEMOLITION PLANS ET ET ET ET ET ET T EB ET EB ET ET ET ET ET ET ET ET ET ET ETET ET ET EB ET OVHDOVHDOVHDOVHDOVHDOVHDOVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHD OVHD OVHD CENTERLINE BASELINE CENTERLINE BASELINE OVHDOVHDOVHDOVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDOVHDOVHDOVHDOVHDSS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSST MSTMSTM STM STM STM STM STM STM STM STM STM STM STM STMSTM STM STM STM STM STM STMSTM STM STM STM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMWMWMWMWMWMWMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WMWMWMWMWMWMWMWMWM187th STREET (50' R/W) 186th STREET (50' R/W)ATLANTIC BOULEVARD (50' R/W)1 1 1 1 1 1 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60' MATCHLINE SHEET E-9 MATCHLINE SHEET E-12 MATCHLINE SHEET E-9 MATCHLINE SHEET E-10MATCHLINE SHEET E-10E-11 11 ELECTRICAL DEMOLITION PLANS ET ET EB EB EB EB EB ET ET ET ET OVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHD OVHD OVHD X X X XXXXXXXOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHD OVHD OVHD O V H D O V H D O V H D O V H D O V H D O V H D O V H D O V H D O V H D OVHD OVHD OVHD OVHD OVHD OVHD OVHDOVHDOVHDOVHDOVHDOVHDOVHDOVHDCENTERLINEBASELINESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTMSTMSTMSTM STMS T M S TM S TM S TM S T M ST M ST M ST M ST M STMSTMSTMSTMSTMSTMSTMSTMSTMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWM WM WM WMWM WM WM WM WM WM WM W M W M W M W M W M W M WMWMWMWMWMWMWMWMWMWMWMWMWMWM WM WM WM WM WM WM WMWMWMWMWMWMWMWMWMWMWMWMWMWMWM185th STREET (50' R/W)ATLANTIC BOULEVARD (50' R/W)N B A Y R O A D ( 7 0 ' R / W ) DU M F O U N D I N G B A Y 1 1 1 1 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60'MATCHLINE SHEET E-10MATCHLINE SHEET E-11 MATCHLINE SHEET E-11 E-12 12 ELECTRICAL DEMOLITION PLANS OVER HE A D W IR E S ANCHORCATCH BASI N CONCRETE L I G H T P O L E CONCRETE P O S T CONCRETE P O W ER P OL E ELECTRICAL O U TL E T ELECTRICAL P A NE L ELECTRICAL P U L L B O X ELECTRICAL M A NH O L E GAS MARKER METAL LIG H T P O L E MONITOR I N G W E L L PIPE PARKING L I G HT 2 S QU A R E SANITARY M AN H O L E SIGNSPOT-FLO O D LI G H T SANITARY S EW E R CL E A N O U T STORM M A N HO L E TELEPHO N E PU L L BO X TRAFFIC P O L E TRAFFIC P U L L B O X TRANSFO R M ER P A D WATER B L O W -O F F WATER V A L V E WOOD PO W E R P O L E WATER M A I N GUARDRA I L EXISTIN G L EG EN D : TOP FED ELE C T R IC S E RV I C E BOTTOM FED E L EC T R I C S E R VI C E OVERHEAD T R A NS F O RM E R 191st TERRACE (50' R/W)191st TERRACE (50' R/W)191st STREET (50' R/W)191st STREET (50' R/W)190th STREET (50' R/W)190th STREET (50' R/W)189th TERRACE (50' R/W)189th TERRACE (50' R/W)189th STREET (50' R/W)189th STREET (50' R/W)188th STREET (50' R/W)188th STREET (50' R/W)187th STREET (50' R/W)187th STREET (50' R/W)186th STREET (50' R/W)185th STREET (50' R/W)ATLANTIC BOULEVARD (50' R/W) ATLANTIC BOULEVARD (50' R/W) ATLANTIC BOULEVARD (50' R/W) ATLANTIC BOULEVARD (50' R/W) N BAY ROA D ( 7 0 ' R / W ) N BAY ROA D ( 7 0 ' R / W )N BAY ROAD (70' R/W)N BAY ROAD (70' R/W)N BAY ROA D ( 7 0 ' R / W ) ATLANTIC BOULEVARD (50' R/W) DUMFOUN D I N G B A Y DUMFOUN D I N G B A Y DUMFOUN D I N G B A Y DUMFOUNDING BAYDUMFOUNDING BAYWILLIAM LEHMAN CAUSEWAY(SR 856)WILLIAM LEHMAN CAUSEWAY(SR 856)PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 2020200'100'0 E-14 E-15 E-16E-18E-20 E-17E-19E-21E-22 E-13 0 KEY MAP 191st TERRACE (50' R/W) 191st STREET (50' R/W)N BAY ROAD (70' R/W)DUMFOUNDING BAYWILLIAM LEHMAN CAUSEWAY (SR 856) PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60'MATCHLINE SHEET E-15MATCHLINE SHEET E-15MATCHLINE SHEET E-16 E-14 1 ELECTRICAL CIRCUITRY PLANKnow what's below.Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. W A R N I N G ! ! ! W A R N I N G ! ! ! W A R N I N G ! ! ! THERE ARE A NUMBER OF PUBLIC UTILITIES, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE PROJECT SITE. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY THEIR ACTIONS, WITH NO ADDITIONAL COMPENSATION. 191st TERRACE (50' R/W) 191st STREET (50' R/W)ATLANTIC BOULEVARD (50' R/W)WILLIAM LEHMAN CAUSEWAY (SR 856)  PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60'MATCHLINE SHEET E-14MATCHLINE SHEET E-14MATCHLINE SHEET E-17 E-15 2 ELECTRICAL CIRCUITRY PLANKnow what's below.Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. W A R N I N G ! ! ! W A R N I N G ! ! ! W A R N I N G ! ! ! THERE ARE A NUMBER OF PUBLIC UTILITIES, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE PROJECT SITE. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY THEIR ACTIONS, WITH NO ADDITIONAL COMPENSATION. 190th STREET (50' R/W) 189th TERRACE (50' R/W)N BAY ROAD (70' R/W)DUMFOUNDING BAY  PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60' MATCHLINE SHEET E-14 MATCHLINE SHEET E-14 MATCHLINE SHEET E-18MATCHLINE SHEET E-18 MATCHLINE SHEET E-17MATCHLINE SHEET E-17E-16 3 ELECTRICAL CIRCUITRY PLANKnow what's below.Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. W A R N I N G ! ! ! W A R N I N G ! ! ! W A R N I N G ! ! ! THERE ARE A NUMBER OF PUBLIC UTILITIES, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE PROJECT SITE. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY THEIR ACTIONS, WITH NO ADDITIONAL COMPENSATION. 190th STREET (50' R/W) 189th TERRACE (50' R/W)ATLANTIC BOULEVARD (50' R/W) PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60' MATCHLINE SHEET E-15 MATCHLINE SHEET E-16MATCHLINE SHEET E-15 MATCHLINE SHEET E-19MATCHLINE SHEET E-19 MATCHLINE SHEET E-16E-17 4 ELECTRICAL CIRCUITRY PLANKnow what's below.Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. W A R N I N G ! ! ! W A R N I N G ! ! ! W A R N I N G ! ! ! THERE ARE A NUMBER OF PUBLIC UTILITIES, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE PROJECT SITE. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY THEIR ACTIONS, WITH NO ADDITIONAL COMPENSATION. 189th STREET (50' R/W) 188th STREET (50' R/W)N BAY ROAD (70' R/W)DUMFOUNDING BAY                  PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60'MATCHLINE SHEET E-19MATCHLINE SHEET E-16 MATCHLINE SHEET E-16 MATCHLINE SHEET E-19MATCHLINE SHEET E-20 E-18 5 ELECTRICAL CIRCUITRY PLANKnow what's below.Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. W A R N I N G !!! W A R N I N G ! ! ! W A R N I N G ! !! THERE ARE A NUMBER OF PUBLIC UTILITIES, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE PROJECT SITE. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY THEIR ACTIONS, WITH NO ADDITIONAL COMPENSATION. 189th STREET (50' R/W) 188th STREET (50' R/W)ATLANTIC BOULEVARD (50' R/W)  PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60' MATCHLINE SHEET E-21MATCHLINE SHEET E-21 MATCHLINE SHEET E-17 MATCHLINE SHEET E-17 MATCHLINE SHEET E-18MATCHLINE SHEET E-18E-19 6 ELECTRICAL CIRCUITRY PLANKnow what's below.Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. W A R N I N G ! ! ! W A R N I N G ! ! ! W A R N I N G ! ! ! THERE ARE A NUMBER OF PUBLIC UTILITIES, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE PROJECT SITE. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY THEIR ACTIONS, WITH NO ADDITIONAL COMPENSATION. 187th STREET (50' R/W) N B A Y R O A D ( 7 0 ' R / W ) DU M F O U N D I N G B A Y                             PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60'MATCHLINE SHEET E-20MATCHLINE SHEET E-21MATCHLINE SHEET E-18MATCHLINE SHEET E-18 E-20 7 ELECTRICAL CIRCUITRY PLANKnow what's below.Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. W A R N I N G ! ! ! W A R N I N G ! ! ! W A R N I N G ! ! ! THERE ARE A NUMBER OF PUBLIC UTILITIES, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE PROJECT SITE. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY THEIR ACTIONS, WITH NO ADDITIONAL COMPENSATION. 187th STREET (50' R/W) 186th STREET (50' R/W)ATLANTIC BOULEVARD (50' R/W)  PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60' MATCHLINE SHEET E-19 MATCHLINE SHEET E-22 MATCHLINE SHEET E-19 MATCHLINE SHEET E-20MATCHLINE SHEET E-20E-21 8 ELECTRICAL CIRCUITRY PLANKnow what's below.Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. W A R N I N G ! ! ! W A R N I N G ! ! ! W A R N I N G ! ! ! THERE ARE A NUMBER OF PUBLIC UTILITIES, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE PROJECT SITE. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY THEIR ACTIONS, WITH NO ADDITIONAL COMPENSATION. 185th STREET (50' R/W)ATLANTIC BOULEVARD (50' R/W)N B A Y R O A D ( 7 0 ' R / W ) DU M F O U N D I N G B A Y    PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60'MATCHLINE SHEET E-20MATCHLINE SHEET E-21 MATCHLINE SHEET E-21 E-22 9 ELECTRICAL CIRCUITRY PLANKnow what's below.Call before you dig. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 SUNSHINE STATE ONE CALL OF FLORIDA, INC. W A R N I N G ! ! ! W A R N I N G ! ! ! W A R N I N G ! ! ! THERE ARE A NUMBER OF PUBLIC UTILITIES, COMMUNICATIONS, UNDERGROUND CABLES AND PIPES TRAVERSING THE PROJECT SITE. THE ENGINEER HAS MADE EVERY ATTEMPT TO SHOW THE APPROXIMATE LOCATION OF ALL ITEMS. HOWEVER, THE ENGINEER IS NOT RESPONSIBLE FOR SHOWING OR LOCATING EVERY ITEM CURRENTLY IN PLACE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE EVERY ITEM LOCATED, FLAGGED, AND IDENTIFIED PRIOR TO STARTUP OF CONSTRUCTION. ANY DAMAGE DONE TO ANY OF THE EXISTING ITEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY ITEM DAMAGED, CAUSED BY THEIR ACTIONS, WITH NO ADDITIONAL COMPENSATION. 191st TERRACE (50' R/W)191st TERRACE (50' R/W)191st STREET (50' R/W)191st STREET (50' R/W)190th STREET (50' R/W)190th STREET (50' R/W)189th TERRACE (50' R/W)189th TERRACE (50' R/W)189th STREET (50' R/W)189th STREET (50' R/W)188th STREET (50' R/W)188th STREET (50' R/W)187th STREET (50' R/W)187th STREET (50' R/W)186th STREET (50' R/W)185th STREET (50' R/W)ATLANTIC BOULEVARD (50' R/W) ATLANTIC BOULEVARD (50' R/W) ATLANTIC BOULEVARD (50' R/W) ATLANTIC BOULEVARD (50' R/W) N BAY ROA D ( 7 0 ' R / W ) N BAY RO A D ( 7 0 ' R / W )N BAY ROAD (70' R/W)N BAY ROAD (70' R/W)N BAY ROA D ( 7 0 ' R / W ) ATLANTIC BOULEVARD (50' R/W) DUMFOUN D I N G B A Y DUMFOUN D I N G B A Y DUMFOUN D I N G B A Y DUMFOUNDING BAYDUMFOUNDING BAYWILLIAM LEHMAN CAUSEWAY(SR 856)WILLIAM LEHMAN CAUSEWAY(SR 856)PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 2020200'100'0 E-24 E-25 E-26E-28E-30 E-27E-29E-31E-32 E-23 0 KEY MAP 19151 N BAY RD 343 191ST TER 331 191ST TER 317 191ST TER 301 191ST TER 300 191ST TER310 191ST TER 320 191ST TER 330 191ST TER 19141 N BAY RD 19101 N BAY RD 343 191ST ST 335 191ST ST 321 191ST ST 315 191ST ST 303 191ST ST 290 191ST ST302 191ST ST 342 191ST 19030 N BAY RD 19100 N BAY RD 19120 N BAY RD 19130 N BAY RD 19140 N BAY RD 19150 N BAY RD 19020 N BAY RD 326 191ST ST 330 191ST ST19011 N BAY RD 342 191ST ST 191st TERRACE (50' R/W) 191st STREET (50' R/W)N BAY ROAD (70' R/W)DUMFOUNDING BAYWILLIAM LEHMAN CAUSEWAY (SR 856) 2.1 1.5 1.0 0.6 0.7 1.0 0.8 0.4 0.3 0.3 0.4 1.0 2.0 2.8 2.7 2.5 2.7 2.6 1.6 0.7 0.3 0.3 0.4 0.8 1.5 1.8 2.0 2.0 2.1 1.3 0.8 0.4 0.4 0.6 1.2 2.3 2.8 2.6 2.6 2.7 2.3 2.9 2.4 1.4 0.8 0.5 0.5 0.4 0.3 0.2 0.2 0.3 0.6 1.1 1.9 2.0 1.9 1.8 1.6 1.0 0.5 0.3 0.3 0.6 1.3 2.4 2.8 2.6 2.5 2.9 2.3 1.2 0.6 0.4 0.4 0.7 1.1 1.6 1.7 1.7 1.5 1.2 0.3 0.6 1.3 2.4 2.9 2.5 2.6 2.8 2.3 1.2 0.5 0.2 0.2 0.3 0.7 1.2 1.6 1.9 1.9 1.9 1.3 0.8 0.5 0.7 1.3 2.3 2.9 2.5 2.6 2.7 2.4 1.3 0.5 0.3 0.2 0.4 0.8 1.4 1.7 2.0 1.9 0.3 0.4 0.8 1.4 2.1 2.1 2.1 1.8 1.4 0.7 0.3 0.2 0.2 0.5 1.1 2.3 2.7 2.6 2.5 2.9 2.4 1.4 0.7 0.5 0.8 1.3 2.1 2.0 2.0 1.6 1.3 0.7 0.4 0.2 0.3 0.6 1.5 2.5 2.7 2.5 2.6 1.4 2.0 2.2 2.1 2.2 1.7 1.0 0.5 0.3 0.4 0.7 1.5 2.5 2.7 2.6 2.7 2.6 2.0 0.9 0.4 0.2 0.3 0.5 1.0 1.6 1.9 2.0 2.1 1.8 1.2 0.7 0.4 0.5 0.9 2.0 2.7 2.7 2.6 2.7 2.5 1.5 0.6 0.3 0.2 0.3 0.7 1.2 1.7 1.9 2.0 2.8 2.7 2.6 2.7 2.5 1.7 0.8 0.4 0.3 0.5 0.7 1.3 1.4 1.8 1.6 1.4 0.9 0.5 0.3 0.2 0.3 0.7 1.8 2.7 2.7 2.5 2.7 2.7 1.9 1.0 0.5 0.4 0.6 0.9 1.5 1.6 1.7 1.5 1.3 0.8 0.4 0.2 0.2 0.5 1.1 2.3 2.8 2.6 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60'MATCHLINE SHEET E-25MATCHLINE SHEET E-25MATCHLINE SHEET E-26 E-24 1 PHOTOMETRIC PLANCalculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min 188th Street Illuminance Fc 1.88 3.0 0.2 9.40 15.00 189th Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 Atlantic Blvd Illuminance Fc 2.01 3.0 1.1 1.84 2.73 Atlantic Blvd_1 Illuminance Fc 1.82 2.9 0.6 3.02 5.00 Atlantic Blvd_2 Illuminance Fc 1.64 2.9 0.2 8.20 14.50 North Bay Road Illuminance Fc 1.72 3.0 0.2 8.60 15.00 South Bay Road Illuminance Fc 1.51 3.0 0.2 7.55 15.00 189th Terrance Illuminance Fc 1.44 3.0 0.2 7.20 15.00 190th Street Illuminance Fc 1.41 2.9 0.2 7.05 14.50 191 Terrace Illuminance Fc 1.43 2.9 0.2 7.15 14.50 191ST Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 187th Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 186th Street Illuminance Fc 1.48 2.8 0.3 4.93 9.33 271 191ST TER 261 191ST TER 251 191ST TER 245 191ST TER 235 191ST TER 225 191ST TER 201 191ST TER 19140 ATLANTIC BLVD210 191ST TER 220 191ST TER 230 191ST TER240 191ST TER250 191ST TER 260 191ST TER272 191ST TER 191ST ST 271 191ST ST 261 191ST ST 251 191ST ST 241 191ST ST 231 191ST ST 221 191ST ST 211 191ST ST 201 191ST ST 204 191ST ST212 191ST ST230 191ST ST242 191ST ST254 191ST ST266 191ST ST272 191ST ST280 191ST ST 191st TERRACE (50' R/W) 191st STREET (50' R/W)ATLANTIC BOULEVARD (50' R/W)WILLIAM LEHMAN CAUSEWAY (SR 856) 1.8 1.8 2.6 3.0 2.7 2.7 2.8 2.5 1.6 1.1 1.3 1.9 2.2 2.1 2.4 2.0 1.5 1.3 2.0 2.7 2.8 2.7 2.8 2.8 2.4 2.7 1.9 1.2 1.3 1.9 2.0 1.9 1.7 1.5 1.1 1.2 2.1 2.9 2.7 2.6 2.7 2.5 1.9 1.2 1.1 1.5 1.6 1.6 1.5 1.4 1.5 2.3 1.8 1.2 1.1 1.7 2.6 2.9 2.6 2.7 3.0 2.9 2.1 1.3 1.2 1.7 2.2 2.1 2.3 2.1 1.9 1.9 1.1 0.7 0.5 0.6 1.2 2.2 2.8 2.6 2.6 2.7 2.5 1.4 0.6 0.3 0.2 0.4 0.9 1.7 1.9 2.2 2.3 2.3 1.5 0.8 0.5 0.4 0.7 1.6 2.6 2.6 2.6 2.7 2.8 2.1 0.9 0.4 0.2 0.2 0.3 0.6 1.0 1.6 1.8 1.9 1.7 1.4 0.9 0.6 0.6 1.2 2.3 2.9 2.6 2.6 2.7 2.5 1.5 0.9 1.0 1.9 2.8 2.8 2.8 2.1 1.1 0.6 0.5 0.7 1.2 1.9 1.9 1.9 1.6 1.3 0.8 0.4 0.2 0.3 0.6 1.4 2.4 2.8 2.5 2.5 2.9 2.1 1.2 0.6 0.4 0.5 0.9 1.4 1.7 2.0 1.8 1.6 1.0 0.5 0.3 0.2 0.2 0.4 1.0 2.1 2.8 2.7 2.6 2.7 2.5 1.6 0.8 0.6 0.7 1.2 1.9 2.0 2.0 1.7 1.4 0.9 0.6 0.6 1.0 1.6 1.7 2.0 1.9 1.4 0.8 0.5 0.4 0.7 1.5 2.5 2.7 2.5 2.6 2.8 2.2 1.1 0.4 0.2 0.2 0.3 0.7 1.3 1.7 2.0 2.0 2.0 1.3 0.8 0.5 0.6 1.3 2.3 2.9 2.6 2.6 2.7 2.4 1.3 0.5 0.2 0.2 0.3 0.5 0.9 1.4 1.7 1.7 1.6 1.3 0.8 0.5 0.4 0.7 1.4 2.5 2.8 2.6 2.7 2.8 2.3 1.2 0.6 0.4 0.4 0.6 0.8 2.5 2.8 2.4 1.4 0.7 0.4 0.5 0.9 1.5 1.9 2.0 2.0 1.8 1.3 0.6 0.3 0.2 0.2 0.5 1.3 2.4 2.8 2.6 2.5 2.9 2.4 1.3 0.7 0.5 0.7 1.2 1.9 2.0 1.8 1.6 1.3 0.7 0.3 0.2 0.2 0.4 0.9 2.1 2.6 2.6 2.6 2.7 2.5 1.5 0.7 0.4 0.5 0.8 1.3 1.7 2.0 1.9 1.7 1.3 0.7 0.4 0.4 0.4 0.5 0.8 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60'MATCHLINE SHEET E-24MATCHLINE SHEET E-24MATCHLINE SHEET E-27 E-25 2 PHOTOMETRIC PLANCalculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min 188th Street Illuminance Fc 1.88 3.0 0.2 9.40 15.00 189th Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 Atlantic Blvd Illuminance Fc 2.01 3.0 1.1 1.84 2.73 Atlantic Blvd_1 Illuminance Fc 1.82 2.9 0.6 3.02 5.00 Atlantic Blvd_2 Illuminance Fc 1.64 2.9 0.2 8.20 14.50 North Bay Road Illuminance Fc 1.72 3.0 0.2 8.60 15.00 South Bay Road Illuminance Fc 1.51 3.0 0.2 7.55 15.00 189th Terrance Illuminance Fc 1.44 3.0 0.2 7.20 15.00 190th Street Illuminance Fc 1.41 2.9 0.2 7.05 14.50 191 Terrace Illuminance Fc 1.43 2.9 0.2 7.15 14.50 191ST Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 187th Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 186th Street Illuminance Fc 1.48 2.8 0.3 4.93 9.33 191ST ST191ST ST 326 191ST ST 330 191ST ST 342 191ST ST19011 N BAY RD 19001 N BAY RD 343 190TH ST 321 190TH ST 315 190TH ST 301 190TH ST 299 190TH ST 278 190TH ST300 190TH ST 310 190TH ST320 190TH ST360 190TH ST18999 N BAY RD 399 189TH TER 389 189TH TER 343 189TH TER 331 189TH TER 321 189TH TER 311 189TH TER 275 189TH TER 18925 N BAY RD18940 N BAY RD 18950 N BAY RD 18960 N BAY RD 18970 N BAY RD 19000 N BAY RD 19010 N BAY RD 19020 N BAY RD 350 190TH ST 290 191ST ST 302 191ST ST BAY RD 190th STREET (50' R/W) 189th TERRACE (50' R/W)N BAY ROAD (70' R/W)DUMFOUNDING BAY0.7 1.0 0.9 0.5 0.4 0.3 0.3 0.4 0.9 1.9 2.7 2.7 2.5 2.7 2.7 1.8 0.8 0.3 0.2 0.2 0.4 0.9 1.4 1.6 2.0 1.6 1.5 0.9 0.6 0.4 0.4 0.7 1.3 2.2 3.0 2.5 2.6 2.7 2.4 1.2 0.5 0.2 0.2 0.3 0.7 1.1 1.6 2.0 2.1 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.3 0.6 1.0 1.7 1.9 2.0 1.9 1.6 1.0 0.5 0.3 0.2 0.3 0.7 1.8 2.6 2.7 2.7 2.7 2.7 1.8 0.8 0.4 0.3 0.5 0.9 1.5 2.2 2.0 1.9 1.4 1.1 0.6 0.3 0.2 0.2 0.5 1.1 2.3 2.7 2.6 2.5 2.0 2.8 2.7 2.6 2.8 2.7 1.8 1.1 1.3 2.0 2.1 2.2 2.2 2.1 1.3 0.7 0.4 0.3 0.5 1.1 2.2 2.7 2.6 2.6 2.7 2.3 1.2 0.5 0.3 0.3 0.5 1.0 1.6 1.8 1.9 1.6 1.4 0.8 0.5 0.3 0.4 0.7 1.5 2.5 2.7 2.6 2.7 2.7 2.1 0.9 0.4 0.3 0.4 0.9 1.6 1.8 2.0 1.9 1.8 1.0 1.0 1.7 1.8 2.0 1.7 1.4 1.1 1.0 1.7 2.5 2.8 2.6 2.6 2.8 2.1 1.1 0.5 0.3 0.4 0.6 1.0 1.3 1.6 1.5 1.4 1.1 0.6 0.3 0.3 0.4 0.8 1.8 2.7 2.7 2.5 2.6 2.7 1.7 0.7 0.4 0.3 0.4 0.7 1.2 1.5 1.8 1.6 1.4 0.9 0.5 0.3 0.4 0.7 1.5 2.5 2.7 2.6 2.6 2.8 2.1 0.5 0.6 1.0 1.9 2.7 2.7 2.7 2.7 2.6 1.5 0.6 0.3 0.3 0.5 1.1 1.8 2.1 2.1 2.4 2.1 1.4 0.7 0.3 0.2 0.2 0.2 0.5 1.1 2.1 2.7 2.7 2.6 2.6 2.4 1.3 0.7 0.9 1.7 2.2 2.4 2.2 2.3 1.7 0.9 0.5 0.2 0.1 0.2 0.2 0.6 1.3 2.4 2.9 2.5 2.6 0.4 0.5 0.6 0.9 1.5 1.5 1.5 1.3 1.1 0.7 0.4 0.3 0.4 0.8 1.7 2.6 2.7 2.5 2.6 2.5 1.9 1.0 0.4 0.2 0.2 0.2 0.3 0.6 0.9 1.4 1.5 1.5 1.2 0.9 0.7 0.7 1.2 2.0 2.8 2.6 2.5 2.8 2.4 1.5 0.7 0.3 0.2 0.1 0.2 0.4 0.7 1.3 2.0 2.0 2.0 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60' MATCHLINE SHEET E-14 MATCHLINE SHEET E-24 MATCHLINE SHEET E-28MATCHLINE SHEET E-28 MATCHLINE SHEET E-27MATCHLINE SHEET E-27E-26 3 PHOTOMETRIC PLANCalculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min 188th Street Illuminance Fc 1.88 3.0 0.2 9.40 15.00 189th Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 Atlantic Blvd Illuminance Fc 2.01 3.0 1.1 1.84 2.73 Atlantic Blvd_1 Illuminance Fc 1.82 2.9 0.6 3.02 5.00 Atlantic Blvd_2 Illuminance Fc 1.64 2.9 0.2 8.20 14.50 North Bay Road Illuminance Fc 1.72 3.0 0.2 8.60 15.00 South Bay Road Illuminance Fc 1.51 3.0 0.2 7.55 15.00 189th Terrance Illuminance Fc 1.44 3.0 0.2 7.20 15.00 190th Street Illuminance Fc 1.41 2.9 0.2 7.05 14.50 191 Terrace Illuminance Fc 1.43 2.9 0.2 7.15 14.50 191ST Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 187th Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 186th Street Illuminance Fc 1.48 2.8 0.3 4.93 9.33 287 190TH ST 261 190TH ST 251 190TH ST 241 190TH ST 231 190TH ST 221 190TH ST 211 190TH ST 201 190TH ST 18990 ATLANTIC BLVD 210 190TH ST220 190TH ST 230 190TH ST240 190TH ST 250 190TH ST258 190TH ST 264 190TH ST 278 190TH ST 261 189TH TER 255 189TH TER 245 189TH TER 241 189TH TER 231 189TH TER 221 189TH TER 211 189TH TER 201 189TH TER 18920212 189TH TER222232 189TH TER242 189TH TER262 190th STREET (50' R/W) 189th TERRACE (50' R/W)ATLANTIC BOULEVARD (50' R/W)1.2 1.4 1.7 1.5 1.4 0.8 0.6 0.6 1.0 2.0 2.8 2.7 2.5 2.7 2.6 1.7 0.9 0.7 0.9 1.2 1.4 1.7 1.3 1.2 0.9 1.0 1.5 2.2 2.8 2.5 2.5 2.6 1.9 1.2 0.7 0.6 1.1 1.7 1.9 2.0 1.9 1.8 2.6 2.7 2.7 2.7 2.7 1.8 0.9 0.6 0.7 1.0 1.8 2.0 2.0 2.0 1.9 1.2 0.8 0.9 1.9 2.5 2.6 2.6 2.7 2.5 1.6 1.1 1.2 1.9 2.7 2.5 2.6 2.5 2.2 1.1 0.7 0.8 1.6 2.5 2.7 2.6 2.7 2.9 2.6 2.7 2.5 1.4 0.8 0.8 1.1 1.6 1.5 1.3 0.9 0.7 1.1 2.2 1.0 0.6 0.4 0.3 0.6 1.2 2.3 2.8 2.6 2.6 2.8 2.3 1.2 0.5 0.3 0.3 0.5 1.0 1.5 1.7 1.9 1.6 1.5 0.9 0.5 0.4 0.5 0.9 1.9 2.7 2.7 2.6 2.7 2.5 1.5 0.6 0.3 0.2 0.3 0.7 1.3 1.9 2.0 2.0 1.8 1.4 0.8 0.5 0.3 0.5 1.0 2.1 2.8 2.6 2.6 2.7 2.5 1.5 0.7 0.5 0.7 1.8 2.7 2.1 1.0 0.5 0.3 0.4 0.7 1.1 1.6 1.8 1.8 1.6 1.3 0.7 0.3 0.3 0.4 0.8 1.8 2.7 2.7 2.5 2.7 2.7 1.8 0.8 0.4 0.4 0.6 0.9 1.5 1.6 1.6 1.4 1.2 0.8 0.4 0.2 0.3 0.5 1.1 2.1 2.8 2.6 2.5 2.7 2.5 1.4 0.7 0.4 0.4 0.6 1.1 1.8 1.9 2.0 1.8 1.7 1.0 0.5 0.4 0.6 1.6 2.6 2.6 2.8 2.4 1.4 1.1 1.8 2.3 2.4 2.3 2.4 1.9 1.2 0.6 0.3 0.2 0.2 0.4 0.8 1.9 2.8 2.7 2.6 2.7 2.6 1.7 0.8 0.5 0.6 1.1 1.7 1.9 2.0 2.0 1.7 1.0 0.5 0.3 0.2 0.2 0.3 0.6 1.4 2.5 2.7 2.6 2.7 2.8 2.1 1.1 0.7 0.9 1.2 1.5 1.9 1.8 1.7 1.0 0.6 0.4 0.3 0.3 0.4 0.7 1.0 2.0 1.8 1.5 1.1 1.1 1.9 2.5 2.7 2.5 2.7 2.4 1.7 0.8 0.4 0.2 0.2 0.3 0.5 0.9 1.5 1.6 1.9 1.6 1.3 0.9 0.5 0.5 0.9 1.9 2.8 2.6 2.5 2.6 2.6 1.8 0.8 0.4 0.2 0.2 0.2 0.4 0.7 1.2 1.5 1.9 1.7 1.6 1.1 0.7 0.8 1.6 2.6 2.7 2.6 2.7 2.8 2.1 1.0 0.5 0.3 0.3 0.4 0.6 1.3 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60' MATCHLINE SHEET E-25 MATCHLINE SHEET E-26MATCHLINE SHEET E-25 MATCHLINE SHEET E-29MATCHLINE SHEET E-29 MATCHLINE SHEET E-26E-27 4 PHOTOMETRIC PLANCalculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min 188th Street Illuminance Fc 1.88 3.0 0.2 9.40 15.00 189th Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 Atlantic Blvd Illuminance Fc 2.01 3.0 1.1 1.84 2.73 Atlantic Blvd_1 Illuminance Fc 1.82 2.9 0.6 3.02 5.00 Atlantic Blvd_2 Illuminance Fc 1.64 2.9 0.2 8.20 14.50 North Bay Road Illuminance Fc 1.72 3.0 0.2 8.60 15.00 South Bay Road Illuminance Fc 1.51 3.0 0.2 7.55 15.00 189th Terrance Illuminance Fc 1.44 3.0 0.2 7.20 15.00 190th Street Illuminance Fc 1.41 2.9 0.2 7.05 14.50 191 Terrace Illuminance Fc 1.43 2.9 0.2 7.15 14.50 191ST Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 187th Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 186th Street Illuminance Fc 1.48 2.8 0.3 4.93 9.33 272 189TH TER 302 189TH TER 312 189TH TER 322 189TH TER 332 189TH TER342 189TH TER352 189TH TER 18911 N BAY RD 18901 N BAY RD 351 189TH ST 341 189TH ST 331 189TH ST 321 189TH ST 311 189TH ST 301 189TH ST 271 189TH ST 189TH ST302 189TH ST 312 189TH ST322 189TH ST332 189TH ST342 189TH ST352 189TH ST362 189TH ST18825 N BAY RD 18805 N BAY RD 351 188TH ST 341 188TH ST 331 188TH ST 321 188TH ST 311 188TH ST 301 188TH ST 18800 N BAY RD 18820 N BAY RD 18840 N BAY RD 18870 N BAY RD 18900 N BAY RD 18910 N BAY RD 18920 N BAY RD 18755 N BAY RD 320 188TH ST 310 188TH ST 302 188TH ST330 188TH ST 189th STREET (50' R/W) 188th STREET (50' R/W)N BAY ROAD (70' R/W)DUMFOUNDING BAY2.6 2.8 3.0 2.3 1.6 1.7 2.1 2.3 2.2 2.4 1.8 1.2 0.8 1.0 1.8 2.7 2.6 2.6 2.7 2.9 2.3 1.8 2.0 2.1 2.2 2.3 2.1 1.6 1.2 1.7 2.6 2.8 2.6 2.7 3.0 2.5 1.9 1.9 2.0 2.2 2.3 2.3 1.7 1.3 1.4 2.0 1.9 1.8 1.5 1.5 2.3 2.9 2.7 2.5 2.8 2.4 1.6 0.9 0.8 1.1 1.8 2.1 2.1 2.2 2.1 1.9 2.2 2.8 2.8 2.6 2.7 2.8 2.2 1.4 1.2 1.5 1.9 2.0 2.0 2.0 1.8 2.0 2.7 2.9 2.6 2.5 2.9 2.2 1.5 1.2 2.2 2.4 2.5 2.4 2.3 1.5 0.8 0.4 0.2 0.2 0.3 0.7 1.6 2.6 2.6 2.6 2.7 2.6 2.0 0.9 0.6 0.9 1.4 1.6 2.0 1.9 1.9 1.2 0.7 0.3 0.2 0.1 0.1 0.2 0.5 1.2 2.3 2.8 2.5 2.6 2.8 2.4 1.4 1.0 1.2 1.8 2.0 2.1 2.1 1.8 1.1 0.6 0.3 0.2 0.2 0.2 0.5 1.1 2.2 2.8 2.6 2.6 2.7 2.5 1.4 2.4 3.0 2.7 2.5 3.0 2.3 1.2 0.6 0.3 0.2 0.3 0.5 0.8 1.3 1.5 1.9 1.6 1.4 0.9 0.6 0.8 1.5 2.5 2.7 2.6 2.6 2.8 2.2 1.1 0.5 0.2 0.1 0.1 0.2 0.3 0.6 1.2 1.8 1.9 1.9 1.7 1.4 1.0 1.1 1.9 2.8 2.7 2.5 2.6 2.6 1.9 0.9 0.4 0.2 0.2 0.2 0.3 0.6 1.0 1.5 1.6 1.6 1.4 1.2 0.9 0.6 0.5 0.6 1.2 1.3 1.3 2.0 2.8 2.8 2.6 2.7 2.6 1.7 0.7 0.3 0.2 0.1 0.2 0.4 0.8 1.2 1.4 1.5 1.5 1.4 0.9 0.7 0.4 0.3 0.4 0.6 0.7 0.7 0.9 1.5 1.6 1.9 1.5 1.3 0.8 0.4 0.2 0.1 0.2 0.3 0.6 1.6 2.6 2.7 2.6 2.7 2.6 1.8 0.9 0.4 0.5 0.5 0.3 0.4 0.4 0.5 0.5 0.6 0.7 0.9 0.8 1.0 0.9 1.1 1.4 1.9 1.4 2.0 2.0 1.2 1.0 1.6 2.6 2.7 1.8 2.5 3.0 1.9 1.0 0.7 0.9 1.4 1.8 1.4 2.6 2.5 1.0 2.4 2.8 0.4 0.5 1.2 0.9 0.5 0.4 2.1 1.3 0.5 2.7 2.3 1.0 2.6 2.4 1.2 2.3 2.6 2.0 1.5 1.0 1.4 1.3 0.9 0.5 0.6 0.4 0.4 0.3 0.9 0.6 0.4 1.1 1.7 0.9 1.8 2.5 1.6 2.2 2.6 2.0 2.5 1.9 2.7 1.6 2.7 1.0 2.1 0.5 0.9 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60'MATCHLINE SHEET E-29MATCHLINE SHEET E-26 MATCHLINE SHEET E-26 MATCHLINE SHEET E-29MATCHLINE SHEET E-30 E-28 5 PHOTOMETRIC PLANCalculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min 188th Street Illuminance Fc 1.88 3.0 0.2 9.40 15.00 189th Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 Atlantic Blvd Illuminance Fc 2.01 3.0 1.1 1.84 2.73 Atlantic Blvd_1 Illuminance Fc 1.82 2.9 0.6 3.02 5.00 Atlantic Blvd_2 Illuminance Fc 1.64 2.9 0.2 8.20 14.50 North Bay Road Illuminance Fc 1.72 3.0 0.2 8.60 15.00 South Bay Road Illuminance Fc 1.51 3.0 0.2 7.55 15.00 189th Terrance Illuminance Fc 1.44 3.0 0.2 7.20 15.00 190th Street Illuminance Fc 1.41 2.9 0.2 7.05 14.50 191 Terrace Illuminance Fc 1.43 2.9 0.2 7.15 14.50 191ST Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 187th Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 186th Street Illuminance Fc 1.48 2.8 0.3 4.93 9.33 18920 ATLANTIC BLVD 189TH TER222 189TH TER 189TH TER242 189TH TER 252 189TH TER 262 189TH TER272 189TH TER 271 189TH ST 261 189TH ST 251 189TH ST 241 189TH ST 231 189TH ST 221 189TH ST 211 189TH ST 201 189TH ST 202 189TH ST212 189TH ST222 189TH ST 232 189TH ST 242 189TH ST252 189TH ST262 189TH ST272 189TH ST 188TH ST 261 188TH ST 251 188TH ST 241 188TH ST 231 188TH ST 221 188TH ST 211 188TH ST 201 188TH ST 200 188TH ST210 188TH ST220 188TH ST 230 188TH ST240 188TH ST 250 188TH ST 300 188TH ST 189th STREET (50' R/W) 188th STREET (50' R/W)ATLANTIC BOULEVARD (50' R/W)1.4 2.3 2.9 2.5 2.6 2.7 2.4 1.5 0.6 0.3 0.1 0.1 0.2 0.4 0.8 1.2 1.5 1.8 1.8 1.8 1.1 0.9 1.1 1.8 2.4 2.7 2.5 2.7 2.4 1.7 0.8 0.4 0.2 0.1 0.2 0.3 0.6 1.2 1.6 1.8 1.8 1.6 1.2 0.8 0.7 1.1 2.0 2.8 2.7 2.5 2.7 2.7 1.7 0.8 0.3 0.2 0.2 1.2 1.5 2.2 2.2 2.1 1.9 1.8 1.0 0.4 0.2 0.1 0.1 0.2 0.6 1.5 2.5 2.7 2.6 2.7 2.8 2.2 1.3 1.0 1.6 2.3 2.6 2.5 2.4 2.2 1.5 0.6 0.3 0.1 0.1 0.2 0.4 1.1 2.2 2.8 2.7 2.6 2.8 2.4 1.4 0.8 0.8 1.1 1.8 2.0 2.0 1.9 1.6 1.0 0.5 0.3 0.2 0.2 1.4 0.9 1.3 1.7 1.9 2.0 1.8 1.6 0.9 0.5 0.2 0.1 0.1 0.1 0.2 0.5 1.2 2.3 2.8 2.5 2.6 2.8 2.3 1.4 1.0 1.3 1.9 2.1 2.0 2.1 1.7 1.0 0.5 0.2 0.1 0.1 0.2 0.4 0.8 1.8 2.8 2.6 2.5 2.7 2.7 1.9 1.0 1.0 1.5 1.8 2.0 1.9 1.8 1.2 0.7 0.4 0.3 0.2 0.3 0.4 0.6 0.9 1.1 1.9 2.8 2.7 2.5 2.6 2.7 1.7 0.8 0.3 0.2 0.1 0.1 0.2 0.4 0.7 1.2 1.7 1.9 2.0 1.8 1.5 1.0 1.2 2.1 2.8 2.7 2.5 2.6 2.6 1.7 0.8 0.3 0.2 0.1 0.2 0.3 0.5 0.9 1.6 1.8 2.0 1.8 1.6 1.1 0.9 1.4 2.4 2.8 2.7 2.5 2.9 2.4 1.3 0.6 0.3 0.2 0.3 0.3 0.5 1.6 1.8 1.7 1.6 0.9 0.6 0.3 0.3 0.4 0.9 1.9 2.7 2.6 2.5 2.7 2.5 1.7 0.9 0.5 0.5 1.0 1.5 1.8 2.0 1.9 1.9 1.2 0.9 1.1 2.0 2.9 2.7 2.6 2.7 2.7 1.8 0.9 0.5 0.6 1.0 1.7 2.0 2.1 2.2 2.1 1.4 0.9 0.7 1.1 2.1 2.7 2.7 2.6 2.7 2.6 2.7 2.8 2.0 1.0 0.5 0.3 0.3 0.6 1.1 1.9 2.2 2.1 2.2 2.0 1.3 0.6 0.5 0.8 1.6 2.6 2.7 2.6 2.7 2.9 2.2 1.2 0.9 1.1 1.8 1.9 2.0 1.9 1.6 1.1 0.6 0.5 0.7 1.6 2.5 2.8 2.6 2.6 2.8 2.2 1.2 0.7 0.7 1.0 1.4 1.6 2.32.32.52.01.30.70.50.71.11.82.32.32.42.51.91.20.70.5 2.72.52.72.41.70.90.60.71.32.32.82.62.62.62.31.10.60.6 1.61.51.51.30.80.60.40.50.71.11.51.61.51.20.90.60.50.7 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60' MATCHLINE SHEET E-31 MATCHLINE SHEET E-31 MATCHLINE SHEET E-27 MATCHLINE SHEET E-27 MATCHLINE SHEET E-28MATCHLINE SHEET E-28E-29 6 PHOTOMETRIC PLANCalculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min 188th Street Illuminance Fc 1.88 3.0 0.2 9.40 15.00 189th Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 Atlantic Blvd Illuminance Fc 2.01 3.0 1.1 1.84 2.73 Atlantic Blvd_1 Illuminance Fc 1.82 2.9 0.6 3.02 5.00 Atlantic Blvd_2 Illuminance Fc 1.64 2.9 0.2 8.20 14.50 North Bay Road Illuminance Fc 1.72 3.0 0.2 8.60 15.00 South Bay Road Illuminance Fc 1.51 3.0 0.2 7.55 15.00 189th Terrance Illuminance Fc 1.44 3.0 0.2 7.20 15.00 190th Street Illuminance Fc 1.41 2.9 0.2 7.05 14.50 191 Terrace Illuminance Fc 1.43 2.9 0.2 7.15 14.50 191ST Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 187th Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 186th Street Illuminance Fc 1.48 2.8 0.3 4.93 9.33 302 188TH ST 310 188TH ST 320 188TH ST330 188TH ST18755 N BAY RD 18701 N BAY RD 335 187TH ST 325 187TH ST 315 187TH ST 300 187TH ST 314 187TH ST18655 N BAY RD 301 186TH ST 18570 N BAY RD 18580 N BAY RD 18600 N BAY RD 18620 N BAY RD 18630 N BAY RD 18690 N BAY RD 18700 N BAY RD 18720 N BAY RD 18730 N BAY RD 18740 N BAY RD 18560 N BAY RD 187TH 301 187TH ST 188TH ST 187th STREET (50' R/W) N B A Y R O A D ( 7 0 ' R / W ) DU M F O U N D I N G B A Y 2.8 2.5 1.1 1.1 1.4 2.0 2.6 2.3 1.6 2.1 2.6 2.7 2.3 1.4 1.0 0.9 1.0 1.4 0.5 1.1 2.3 2.8 2.6 2.5 2.6 1.3 0.7 0.6 1.1 1.7 2.7 2.6 1.5 0.7 0.5 2.7 2.5 2.5 1.7 0.8 2.5 2.6 2.0 1.3 0.8 1.0 1.2 1.3 1.0 0.6 0.5 0.5 2.8 1.6 0.8 0.4 2.5 1.9 1.0 0.5 2.6 1.7 0.9 0.5 1.7 1.3 0.8 0.8 0.7 0.5 0.8 0.5 0.4 1.2 0.5 2.6 1.4 0.6 2.7 2.3 1.1 2.5 2.6 1.6 2.8 1.9 2.1 1.7 1.0 0.8 0.9 0.7 0.6 0.4 0.4 0.5 0.6 0.8 0.3 0.3 0.3 0.3 0.4 0.7 1.4 0.4 0.4 0.3 0.3 0.3 0.5 0.8 0.7 0.9 0.8 1.0 1.8 2.2 2.0 2.8 1.8 2.7 2.5 2.5 2.7 1.5 2.4 1.9 0.4 1.0 1.3 0.3 0.5 0.1 0.2 0.3 0.3 0.2 0.2 0.5 0.2 1.5 0.8 0.3 2.4 2.4 0.9 2.7 2.0 2.5 2.5 1.4 2.5 2.7 1.9 1.3 2.3 1.9 1.0 1.1 2.4 2.9 2.6 2.7 2.7 2.3 1.1 0.4 0.2 0.2 0.2 0.4 0.9 1.9 2.2 2.5 2.5 2.6 1.9 1.1 0.8 1.0 1.9 2.8 2.8 2.8 2.9 3.1 2.6 1.3 1.8 1.7 1.6 1.4 1.1 0.6 0.3 0.2 0.2 0.2 0.5 1.2 2.1 2.8 2.6 2.5 2.8 2.1 1.4 0.8 0.7 0.9 1.5 1.6 2.0 1.8 2.1 2.8 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60'MATCHLINE SHEET E-30MATCHLINE SHEET E-31MATCHLINE SHEET E-28MATCHLINE SHEET E-28 E-30 7 PHOTOMETRIC PLANCalculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min 188th Street Illuminance Fc 1.88 3.0 0.2 9.40 15.00 189th Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 Atlantic Blvd Illuminance Fc 2.01 3.0 1.1 1.84 2.73 Atlantic Blvd_1 Illuminance Fc 1.82 2.9 0.6 3.02 5.00 Atlantic Blvd_2 Illuminance Fc 1.64 2.9 0.2 8.20 14.50 North Bay Road Illuminance Fc 1.72 3.0 0.2 8.60 15.00 South Bay Road Illuminance Fc 1.51 3.0 0.2 7.55 15.00 189th Terrance Illuminance Fc 1.44 3.0 0.2 7.20 15.00 190th Street Illuminance Fc 1.41 2.9 0.2 7.05 14.50 191 Terrace Illuminance Fc 1.43 2.9 0.2 7.15 14.50 191ST Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 187th Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 186th Street Illuminance Fc 1.48 2.8 0.3 4.93 9.33 188TH ST 300 188TH ST 301 187TH ST 265 187TH ST 255 187TH ST 245 187TH ST 235 187TH ST 225 187TH ST 215 187TH ST 205 187TH ST 18620 ATLANTIC BLVD 210 187TH ST220 187TH ST230 187TH ST240 187TH ST250 187TH ST 260 187TH ST 261 186TH ST 251 186TH ST 241 186TH ST 231 186TH ST 221 186TH ST 211 186TH ST 201 186TH ST 200 186TH ST220 186TH ST18541 N BAY RD 18541 N BAY RD 300 187TH ST 302 188 TH ST 301 186 TH ST 250 188TH ST 240 188TH ST 187th STREET (50' R/W) 186th STREET (50' R/W)ATLANTIC BOULEVARD (50' R/W)0.8 1.0 1.7 2.4 2.7 2.6 2.7 2.8 2.1 1.2 0.8 1.1 1.5 1.7 2.0 1.5 1.5 1.0 1.1 1.7 2.6 2.7 2.6 2.7 2.9 2.2 1.2 0.8 1.0 1.5 1.7 2.0 1.6 1.5 0.9 0.6 0.6 1.1 2.1 2.8 2.6 2.6 2.8 2.4 1.6 1.0 1.1 1.5 1.0 0.9 1.3 2.0 2.6 2.3 2.4 2.1 1.5 0.9 1.1 2.0 2.8 2.8 2.6 2.7 2.7 1.8 1.1 1.1 1.6 1.9 2.0 2.0 1.8 1.3 0.9 1.0 1.9 2.7 2.8 2.6 2.7 2.8 1.8 0.9 0.6 0.7 1.2 2.0 2.1 2.2 2.1 2.1 1.3 1.1 1.7 2.6 1.7 2.5 2.5 1.7 0.8 0.8 1.0 1.1 1.6 2.1 1.8 1.3 0.9 0.7 0.7 0.9 0.8 1.1 1.8 2.6 2.6 2.8 2.4 1.5 0.9 0.7 0.7 2.5 2.6 2.8 2.1 1.3 1.2 2.1 2.9 2.8 2.4 2.1 1.6 1.0 0.8 0.7 0.8 2.3 2.5 2.2 1.6 1.0 1.1 1.6 1.8 1.7 1.3 0.9 0.7 0.6 0.8 1.3 1.8 1.9 1.4 1.1 0.9 0.7 0.6 0.6 0.7 0.7 0.6 0.5 0.4 0.4 0.6 1.2 2.2 2.9 2.7 1.52.42.72.52.72.82.21.00.50.4 1.01.72.22.12.01.71.10.60.40.4 2.6 2.2 2.0 2.1 1.8 1.5 1.0 0.7 0.8 1.4 2.5 2.8 2.7 2.9 3.4 3.2 2.6 2.2 2.1 1.9 1.4 0.9 0.6 0.7 1.4 2.4 2.8 2.6 2.6 2.7 2.3 1.1 0.5 0.2 0.2 0.2 0.4 0.9 1.6 1.9 2.1 2.2 2.2 1.5 0.9 0.6 0.9 1.9 2.8 2.7 2.6 2.7 2.7 1.9 0.8 0.5 0.7 1.6 2.8 2.8 3.1 2.9 2.7 2.7 2.6 1.7 0.9 0.6 0.8 1.3 1.6 2.0 2.2 2.7 3.4 3.3 2.9 2.7 2.9 2.5 1.4 0.8 0.6 0.8 1.2 1.7 1.8 1.8 1.5 1.1 0.6 0.3 0.2 0.2 0.3 0.6 1.5 2.5 2.7 2.5 2.5 2.8 2.1 1.2 0.7 0.7 1.0 1.5 1.7 2.0 1.7 1.4 0.9 0.5 0.4 0.6 1.3 2.3 2.2 2.3 1.8 1.1 0.9 1.2 2.2 2.8 2.7 2.6 2.7 2.5 1.4 0.6 0.3 0.3 0.6 1.3 2.2 2.4 2.6 2.6 2.6 1.8 0.9 0.4 0.3 0.6 1.2 2.3 2.8 2.7 2.7 2.7 2.4 1.3 0.6 0.5 0.5 2.6 2.8 2.6 1.7 1.0 0.8 1.1 1.7 1.7 1.6 1.5 1.2 0.8 0.4 0.3 0.4 0.8 1.6 2.3 2.7 2.4 2.4 2.2 1.5 0.8 0.5 0.3 0.4 0.7 1.1 1.7 1.7 1.6 1.4 1.1 0.7 0.4 0.4 0.5 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60' MATCHLINE SHEET E-29 MATCHLINE SHEET E-32 MATCHLINE SHEET E-29 MATCHLINE SHEET E-30MATCHLINE SHEET E-30E-31 8 PHOTOMETRIC PLANCalculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min 188th Street Illuminance Fc 1.88 3.0 0.2 9.40 15.00 189th Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 Atlantic Blvd Illuminance Fc 2.01 3.0 1.1 1.84 2.73 Atlantic Blvd_1 Illuminance Fc 1.82 2.9 0.6 3.02 5.00 Atlantic Blvd_2 Illuminance Fc 1.64 2.9 0.2 8.20 14.50 North Bay Road Illuminance Fc 1.72 3.0 0.2 8.60 15.00 South Bay Road Illuminance Fc 1.51 3.0 0.2 7.55 15.00 189th Terrance Illuminance Fc 1.44 3.0 0.2 7.20 15.00 190th Street Illuminance Fc 1.41 2.9 0.2 7.05 14.50 191 Terrace Illuminance Fc 1.43 2.9 0.2 7.15 14.50 191ST Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 187th Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 186th Street Illuminance Fc 1.48 2.8 0.3 4.93 9.33 18531 N BAY RD 18520 ATLANTIC BLVD 18510 ATLANTIC BLVD 18501 N BAY RD 18500 N BAY RD 18520 N BAY RD 18530 N BAY RD 18540 N BAY RD 18550 N BAY RD 18560 N BAY RD 200 186TH ST220 186TH ST 18541 N BAY RD 185th STREET (50' R/W)ATLANTIC BOULEVARD (50' R/W)N B A Y R O A D ( 7 0 ' R / W ) DU M F O U N D I N G B A Y 0.9 0.8 0.5 0.3 0.2 0.3 0.4 0.7 1.3 1.8 1.9 1.9 1.7 1.3 0.8 0.5 0.4 0.8 1.7 2.7 2.6 2.5 2.7 2.8 1.9 1.0 0.6 0.6 1.0 1.5 1.8 2.0 1.8 1.7 1.1 1.7 1.8 0.7 0.4 0.3 0.3 0.5 1.1 2.2 2.8 2.7 2.6 2.8 2.5 1.4 0.7 0.4 0.5 0.8 1.4 1.7 2.0 1.9 1.7 1.2 0.6 0.5 0.9 1.9 2.7 2.7 2.5 2.7 2.8 1.9 0.7 1.1 1.6 2.2 2.0 1.1 0.8 1.1 1.8 2.4 2.5 2.3 2.5 2.0 1.1 2.0 2.8 2.9 1.8 0.9 0.6 0.8 1.6 2.4 2.6 2.7 2.7 2.6 1.7 2.6 2.5 2.0 1.1 0.5 0.4 0.5 0.7 1.2 2.6 2.7 1.9 1.8 1.5 0.7 0.8 0.4 0.4 0.3 0.3 0.3 0.4 0.5 0.9 1.2 1.1 2.0 2.0 1.6 2.8 1.3 2.1 2.4 1.2 2.5 1.5 2.8 0.6 1.3 0.7 0.6 0.8 1.2 0.7 2.4 1.9 2.6 2.7 1.5 2.6 2.0 2.8 2.0 2.0 1.7 1.0 0.7 0.8 0.7 0.3 0.3 0.4 0.3 0.3 0.2 0.5 0.5 0.4 1.2 1.4 1.3 1.6 2.5 2.8 1.9 2.7 2.4 0.7 1.8 2.7 2.7 0.6 0.8 1.8 2.2 1.3 0.6 0.7 2.8 2.3 1.1 2.7 2.7 2.2 1.2 1.7 2.5 2.5 1.7 1.01.21.21.31.10.80.60.40.40.50.81.11.11.21.20.90.70.50.4 2.02.52.42.42.51.81.10.70.71.01.72.42.32.42.62.01.40.70.5 2.12.72.52.62.42.00.90.50.51.02.02.72.72.62.62.41.30.60.5 0.91.11.41.31.10.80.50.30.40.60.91.41.51.41.20.90.60.40.4 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 20200 30'60'MATCHLINE SHEET E-30MATCHLINE SHEET E-31 MATCHLINE SHEET E-31 E-32 9 PHOTOMETRIC PLANCalculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min 188th Street Illuminance Fc 1.88 3.0 0.2 9.40 15.00 189th Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 Atlantic Blvd Illuminance Fc 2.01 3.0 1.1 1.84 2.73 Atlantic Blvd_1 Illuminance Fc 1.82 2.9 0.6 3.02 5.00 Atlantic Blvd_2 Illuminance Fc 1.64 2.9 0.2 8.20 14.50 North Bay Road Illuminance Fc 1.72 3.0 0.2 8.60 15.00 South Bay Road Illuminance Fc 1.51 3.0 0.2 7.55 15.00 189th Terrance Illuminance Fc 1.44 3.0 0.2 7.20 15.00 190th Street Illuminance Fc 1.41 2.9 0.2 7.05 14.50 191 Terrace Illuminance Fc 1.43 2.9 0.2 7.15 14.50 191ST Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 187th Street Illuminance Fc 1.43 2.9 0.2 7.15 14.50 186th Street Illuminance Fc 1.48 2.8 0.3 4.93 9.33 PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 2020E-33 ELECTRICAL RISER PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 2020E-34 ELECTRICAL DETAILS PROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSAmy L. Champagne-Baker Florida P.E. No. 73735GOLDEN SHORESSTREET LIGHTINGSEPTEMBER 11,2020CITY OF SUNNY ISLES BEACH19-0035-001-01ALCJWKMRBALCAS SHOWNSEPT 2020E-35 ELECTRICAL DETAILS 6' MIN. FROM E.O.P. 4' MIN. FROM E.O.P. SAWCUT 2' FROM E.O.P. 3 @ 6" WIRE IN 2" CONDUIT TYPICAL SECTION HOT TO SCALE PROP. PULL BOX 2.00' 2.00' 1.00' SAWCUT 2' FROM EDGE OF PAVEMENT PROP. 2" CONDUIT W/ 3 @ #6 WIRE TYPICAL STREET PLAN DETAIL NOT TO SCALE EXISTING E.O.P. ROAD CENTERLINE E-36 INSTALLATION DETAILSPROJECT NO. SHEET OFPREPARED FOR:DATE:SCALE:DESIGN BY:DRAWN BY:DESCRIPTION:CHECKED BY:DATE:APPROVED BY:BY:CRAVEN THOMPSON AND ASSOCIATES, INC.ENGINEERS PLANNERS SURVEYORSTimothy James Hall Florida P.E. No. 50588GOLDEN SHORESUTILITY UNDERGROUNDING PROJECTPRELIMINARY PLANSCITY OF SUNNY ISLES BEACH19-0035-001-01TJHTJHAJDAJDAS SHOWN2020 City of Sunny Isles Beach |Invitation to Bid No. 20-09-01 33 AFFIDAVITS NON-COLLUSION AFFIDAVIT City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 STATE OF FLORIDA ) ) COUNTY OF _____________) The undersigned being first duly sworn as provided by law, deposes, and says: This Affidavit is made with the knowledge and intent that it is to be filed with the City of Sunny Isles Beach City Commission and that it will be relied upon by said County, in any consideration which may give to and any action it may take with respect to this Bid. The undersigned is authorized to make this Affidavit on behalf of, _____________________________________________________________ (Name of Corporation, Partnership, Individual, etc.) a, ________________________________, formed under the laws of _____________ (Type of Business) (State) of which he is ________________________________________________. (Sole Owner, Partner, President, etc.) Neither the undersigned nor any person, firm, or corporation named in above Paragraph 10.2, nor anyone else to the knowledge of the undersigned, have themselves solicited or employed anyone else to solicit favorable action for this Bid by the City, also that no head of any department or employee therein, or any officer of the City of Sunny Isles Beach, Florida is directly interested therein. This Bid is genuine and not collusive or a sham; the person, firm or corporation named above in Paragraph 10.2 has not colluded, conspired, connived or agreed directly or indirectly with any proposers or person, firm or corporation, to put in a sham Bid, or that such person, firm or corporation, shall refrain from Bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person, firm or corporation, to fix the prices of said Bid or Bids of any other proposers; and all statements contained in the Bid or Bids described above true; and further; neither the undersigned, nor the person, firm or corporation named above in Paragraph 10.2, has directly or indirectly submitted said Bid or the contents thereof, or divulged information or data relative thereto, to any association or to any member or agent thereof. ______________________________________________________________________ AFFIANT’S NAME AFFIANT’S TITLE TAKEN, SWORN AND SUBSCRIBED TO BEFORE ME this _____ day of _______________________, 200_. Personally Known ________ or Produced Identification ________; Type of identification ___________________________________ (Affix seal here) ___________________________________ NOTARY PUBLIC (name printed or typed) DECEMBER 28, 2010 1 of 8 PUBLIC ENTITY CRIMES City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a) FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES PUBLIC ENTITY CRIMES Pursuant to the provisions of paragraph (2) (a) of Section 287.133, Florida State Statutes - "A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a Bid on a Contract to provide any goods or services to a public entity, may not submit a Bid on a Contract with a public entity for the construction or repair of a public building or public Work, may not submit Bids on leases of real property to a public entity, may not be awarded to perform Work as a Contractor, supplier, Sub-Contractor, or Consultant under a Contract with any public entity, and may not transact business with any public entity in excess of the threshold amount Category Two of Sec. 287.017, FS for thirty six months from the date of being placed on the convicted vendor list". THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 11.1. This sworn statement is submitted to City of Sunny Isles Beach _____________ by____________________________________________________________________________ [print individual’s name and title] for____________________________________________________________________________ [print name of entity submitting sworn statement] whose business address is: _______________________________________________________________________________ _______________________________________________________________________________ and (if applicable) its Federal Employer Identification number (FEIN) is_____________________. (If the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement:_________________________________.) 11.2. I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any Bid or Contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 11.3. I understand that "convicted" or "conviction" as defined in Para. 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trail court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, non-jury trial, or entry of a plea of guilty or nolo contendere. 11.4. I understand that an "affiliate" as defined in Para. 287.133(1)(a), Florida Statutes, means: a.) predecessor or successor of a person convicted of a public entity crime; or b.) Any entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executors, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair DECEMBER 28, 2010 2 of 8 market value under an arm's length agreement, shall be a prime facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 11.5. I understand that a "person" as defined in Para. 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding Contract and which Bids or applies to Bid on Contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "persons" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of any entity. 11.6. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Indicate which statement applies.) ____ Neither the entity submitting this sworn statement, nor any of it's officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. ____ The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. ____ The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (Attach a copy of the final order.) I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 11.1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017, FLORIDA STATUTES, FOR CATEGORY TWO OF ANY, CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. By: ______________________________________ (Signature) ______________________________________ (Printed Name) ______________________________________ (Title) Sworn to and subscribed before me this ______ day of_______________________, 20_____, by __________________________________________________. (AFFIX NOTARY STAMP HERE) ______________________________________ Signature: Notary Public – State of Florida ______________________________________ Personally Known __________ OR Produced Identification __________ roduced ________________________________ 10/1998 3 of 8 EQUAL OPPORTUNITY / AFFIRMATIVE ACTION City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 EQUAL OPPORTUNITY/AFFIRMATIVE ACTION STATEMENT The contractors and all subcontractors hereby agree to a commitment to the principles and practices of equal opportunity in employment and to comply with the letter and spirit of federal, state, and local laws and regulations prohibiting discrimination based on race, color, religion, national region, sex, age, handicap, marital status, and political affiliation or belief. Signed: ________________________________________ Title: ________________________________________ Firm: ________________________________________ Address: ________________________________________ ________________________________________ DECEMBER 28, 2010 4 of 8 CONFLICT OF INTEREST City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 CONFLICT OF INTEREST STATEMENT The award of any contract hereunder is subject to the provisions of Chapter 112, Florida State Statutes. Proposers must disclose with their Bids, the name of any officer, director, partner, associate or agent who is also an officer or employee of the City of Sunny Isles Beach or its agencies. STATE OF FLORIDA COUNTY OF ___________________ BEFORE ME, the undersigned authority, personally appeared _____________________________, who was duly sworn, deposes, and states: 18.1. I am the _________________________________________________ of __________________________________with a local office in _____________________________ and principal office in _____________________. 18.2. The above named entity is submitting a Bid for the City of Sunny Isles Beach, Bid No. ______________ described as: Golden Shores Street Lighting. The Affiant has made diligent inquiry and provides the information contained in this Affidavit based upon his own knowledge. 18.3 The Affiant states that only one submittal for the above Bid is being submitted and that the above named entity has no financial interest in other entities submitting Bids for the same project. 18.4 Neither the Affiant nor the above named entity has directly or indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraints of free competitive pricing in connection with the entity’s submittal for the above Bid. This statement restricts the discussion of pricing data until the completion of negotiations if necessary and execution of the Contract for this project. 18.5 Neither the entity nor its affiliates, nor any one associated with them, is presently suspended or otherwise ineligible from participation in contract letting by any local, State, or Federal Agency. 18.6 Neither the entity, nor its affiliates, nor any one associated with them have any potential conflict of interest due to any other clients, contracts, or property interests for this project. 18.7 I certify that no member of the entity’s ownership or management is presently applying for any employee position or actively seeking an elected position with the City of Sunny Isles Beach. 18.8 I certify that no member of the entity’s ownership or management, or staff has a vested interest in any aspect of the City of Sunny Isles Beach. 18.9 In the event that a conflict of interest is identified in the provision of services, I, on behalf of the above named entity, will immediately notify the City of Sunny Isles Beach. Dated this _________ day of _____________________________________, 2020. _________________________________ _________________________________ AFFIANT Print or Type Name and Title Sworn to and subscribed before me this _____ day of ______________________, 2020. Personally Known ________ OR Produced Identification ________; Type of Identification _________________________ __________________________________ NOTARY PUBLIC STATE OF FLORIDA DECEMBER 28, 2010 5 of 8 DISPUTE DISCLOSURE City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 DISPUTE DISCLOSURE FORM Answer the following questions by placing a “X” after “Yes” or “No”. If you answer “Yes”, please explain in the space provided, or on a separate sheet attached to this form. 19.1. Has your firm or any of its officers, received a reprimand of any nature or been suspended by the Department of Professional Regulations or any other regulatory agency or professional associations within the last five (5) years? YES __________ NO __________ 19.2. Has your firm, or any member of your firm, been declared in default, terminated or removed from a contract or job related to the services your firm provides in the regular course of business within the last five (5) years? YES __________ NO __________ 19.3. Has your firm had against it or filed any requests for equitable adjustment, contract claims, Bid protests, or litigation in the past five (5) years that is related to the services your firm provides in the regular course of business? YES __________ NO __________ If yes, state the nature of the request for equitable adjustment, contract claim, litigation, or protest, and state a brief description of the case, the outcome or status of the suit and the monetary amounts of extended contract time involved. I hereby certify that all statements made are true and agree and understand that any misstatement or misrepresentation of falsification of facts shall be cause for forfeiture of rights for further consideration of this Bid for the City of Sunny Isles Beach. ________________________________________ ______________________________________ Firm Date ________________________________________ _______________________________________ Authorized Signature Print or Type Name and Title DECEMBER 28, 2010 6 of 8 ANTI-KICKBACK City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 ANTI-KICKBACK AFFIDAVIT STATE OF FLORIDA ) ) COUNTY OF ___________ ) I, the undersigned, hereby duly sworn and deposed say that no portion of this sum herein Bid will be paid to any employees of the City of Sunny Isles Beach or its elected officials as a commission, kickback, reward or gift, directly or indirectly by me or any member of my firm or by an officer of the corporation. By: ________________________________ Title: ________________________________ The foregoing instrument was acknowledged before me this _____ day of __________________, 20____, by _________________________________________ [name of person], as __________________________________ [type of authority], for ________________________________ [name of party on behalf of whom instrument was executed]. AFFIX NOTARY STAMP HERE: _______________________________ Notary Public – State of Florida ________________________________ Print or Type Commissioned Name Personally Known __________ OR Produced Identification __________ Type of Identification Produced ________________________________ DECEMBER 28, 2010 7 of 8 CONTRACTOR ANTI-BOYCOTT CERTIFICATION [PURSUANT TO FLORIDA STATUTE § 215.4725] I, ___________________, on behalf of _________________________, Print Name Company Name certifies that___________________________ does not: Company Name 1.Participate in a boycott of Israel; and 2.Is not on the Scrutinized Companies that Boycott Israel list; and 3.Is not on the Scrutinized Companies with Activities in Sudan List; and 4.Is not on the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List; and 5.Has not engaged in business operations in Cuba or Syria. ________________________________ Signature ________________________________ Title ________________________________ Date 8 of 8 9 OF 10 PERFORMANCE BOND City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 FORM OF PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That, pursuant to the requirements of Florida Statute 255.05, we, ___________________________________________________________, as Principal, hereinafter called Contractor, and ________________________, as Surety, are bound to the City of Sunny Isles Beach, Florida, as Obligee, hereinafter called City, in the amount of ________________________________ Dollars ($ _____________) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, Contractor has by written agreement entered into a Contract, Bid/Contract No, awarded the day of , 20 , with in accordance with contract documents prepared by the City of Sunny Isles Beach, which Contract is by reference made a part hereof, and is hereafter referred to as the Contract; THE CONDITION OF THIS BOND is that if the Contractor: 1.Fully performs the Contract between the Contractor and the City for services described within (Bid No. _______________) within calendar days after the date of Contract commencement as specified in the Notice to Proceed and in the manner prescribed in the Contract; and 2.Indemnifies and pays City all losses, damages (specifically including, but not limited to, damages for delay and other consequential damages caused by or arising out of the acts, omissions or negligence of Contractor), expenses, costs and attorney's fees including attorney's fees incurred in appellate proceedings, that City sustains because of default by Contractor under the Contract; and 3.Upon notification by the City corrects any and all defective or faulty Work or materials which appear within one and one half (1 1/2) years, and: 4.Performs the guarantee of all Work and materials furnished under the Contract for the time specified in the Contract, then this Bond is void, otherwise it remains in full force. Whenever Contractor shall be, and declared by City to be, in default under the Contract, the City having performed City’s obligations there under, the Surety may promptly remedy the default, or shall promptly: 4.1. Complete the Contract in accordance with its terms and conditions; or 4.2. Obtain a Bid or Bids for completing the Contract in accordance with its terms and conditions, and upon determination by Surety of the best, lowest, qualified, responsible and responsive Proposers, or, if the City elects, upon determination by the City, and Surety jointly of the best, lowest, qualified, responsible and responsive Proposers, arrange for a Contract between such Proposers and City, and make available as Work progresses (even though there should be a default or a succession of defaults under the Contract or Contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the Contract Price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the Contract Price." as used in this paragraph, shall mean the total amount payable by City to Contractor under the Contract and any amendments thereto, less the amount properly paid by City to Contractor. No right of action shall accrue on this Bond to or for the use of any person or corporation other than the City named herein. 10 of 10 The Surety hereby waives notice of and agrees that any changes in or under the Contract Documents and compliance or noncompliance with any formalities connected with the Contract or the changes do not affect Surety's obligation under this Bond. Signed and sealed this day of , 20 . WITNESS: BY: (Name of Corporation) _________________________ Secretary (Signature) (CORPORATE SEAL) (Type Name and Title Signed Above) IN THE PRESENCE OF; INSURANCE COMPANY: BY: *Agent and Attorney-in-Fact *(Power of Attorney must be attached) (Address) ______________________________ (City/State/Zip Code) ______________________________ (Telephone) STATE OF FLORIDA COUNTY OF _________________________ The foregoing instrument was acknowledged before me this _____ day of __________________, 20____, by _________________________________________________________ [name of person], as __________________________________ [type of authority], for ________________________________ [name of party on behalf of whom instrument was executed]. AFFIX NOTARY STAMP HERE: ______________________________________ Signature: Notary Public – State of Florida ______________________________________ Print or Type Commissioned Name Personally Known __________ OR Produced Identification __________ Type of Identification Produced ________________________________ BID BOND City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 STATE OF FLORIDA ) ) COUNTY OF ____________) KNOW ALL MEN BY THESE PRESENTS, that we,_______________________________ as Principal, and _______________________________________________________, as Surety, are held and firmly bound unto the City of Sunny Isles Beach, a municipal corporation of the State of Florida in the sum of _______________________________ Dollars ($ __________), lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the Principal has submitted the accompanying Bid dated, ______________2020 for: ______________________________________________________________________. WHEREAS, it was a condition precedent to the submission of said Bid that a cashier’s check or Bid Bond in the amount of five percent (5%) of the Base Bid be submitted with said Bid as a guarantee that the Proposers would, if awarded the Contract, enter into a written Contract with the City for the performance of said Contract, within ten (10) consecutive calendar days after written notice having been given of the Award of the Contract. NOW, THEREFORE, the conditions of this obligation are such that if the Principal within ten (10) consecutive calendar days after written notice of such acceptance, enters into a written Contract with the City of Sunny Isles Beach and furnishes the Performance Bond, satisfactory to the City, each in an amount equal to one hundred percent (100%) of the Contract Price, and provides all required Certificates of Insurance, then this obligation shall be void; otherwise the sum herein stated shall be due and payable to the City of Sunny Isles Beach and the Surety herein agrees to pay said sum immediately, upon demand of the City, in good and lawful money of the United States of America, as liquidated damages for failure thereof of said Principal. IN WITNESS WHEREOF, the above bonded parties have executed this instrument under their several seals this_____________day of________________________,20 , the name and the corporate seal of each corporate party being hereto affixed and these presents being duly signed by its undersigned representative. DOCUMENT CONTINUES ON NEXT PAGE IN PRESENCE OF: __________________________________ _________________ Individual or Partnership Principal Affix Corporate Seal _________________________________ Business Address _________________________________ City, State, and Zip Code ________________________________________________________________ Business Telephone Business Facsimile ATTEST: ___________________________________ ______________________________ Secretary (Corporate Surety)* By: *Impress Corporate Seal IMPORTANT Surety companies executing bonds must appear on the Treasury Department's most current list (circular 570 as amended) and be authorized to transact business in the State of Florida. DECEMBER 28, 2010