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Back-Up Documents - Request for Proposals
Yiifg LTf 33 txx REQUEST FOR PROPOSALS DESIGN -BUILD SERVICES FOR THE DINNER KEY MARINA REPAIRS AND RESTORATION PROJECT RFP NUMBER 18-19-005 ISSUE DATE NOVEMBER 7, 2018 PRE -PROPOSAL CONFERENCE NOVEMBER 14, 2018 AT 10:00 AM (VOLUNTARY) ADDITIONAL INFORMATION AND CLARIFICATION DEADLINE NOVEMBER 21, 2018 AT 5:00 PM RESPONSE SUBMISSION DUE DATE AND TIME NOVEMBER 29, 2018 AT 3:00 PM CONTACT Fernando V. Ponassi, MA Arch., MA PPA, LEED®AP Assistant Director, A&E and Construction Services Department of Procurement City of Miami 444 SW 2nd Avenue, 6th Floor Miami, Florida 33130 Office: (305) 416-1902 Email: FPonassi©miamigov.com TABLE OF CONTENTS PUBLIC NOTICE 3 SECTION 1 INTRODUCTION TO REQUEST FOR PROPOSALS (RFP) 5 SECTION 2 RFP SCOPE OF SERVICES 16 SECTION 3 RFP GENERAL CONDITIONS 31 SECTION 4 INSTRUCTIONS FOR SUBMITTING A RESPONSE 40 SECTION 5 EVALUATION AND SELECTION PROCESS 51 SECTION 6 RFP RESPONSE FORMS 54 Design -Build Services for the Dinner Key Marina 2 RFP No. 18-19-005 Repairs and Restoration Project PUBLIC NOTICE CITY OF MIAMI REQUEST FOR PROPOSALS (RFP) DESIGN -BUILD SERVICES FOR THE DINNER KEY MARINA REPAIRS AND RESTORATION PROJECT RFP NO: 18-19-005 Completed responses must be delivered to the Office of the City Clerk, City Hall, 3500 Pan American Drive, Miami, Florida 33133 by 3:00 PM, on November 29, 2018 ("Response Submission Date"). Any Responses received after the above date and time, or delivered to a different address or location, will not be considered. Request for Proposals (RFP) documents may be obtained on or after November 7, 2018 from the City of Miami, Office of Capital Improvements (OCI) webpage at: http://www.ci.miami.fl.us/MiamiCapital/NewBidsandProposals.html It is the sole responsibility of all firms to ensure the receipt of any addendum(s) and it is definitely recommended that firms periodically check the OCI webpage for updates and the issuance of addenda. OCI has scheduled a voluntary pre -submittal conference for this solicitation on November 14, 2018, at 10:00 a.m., at Dinner Key Marina, 3400 Pan American Dr., 3rd Floor, Conference Room 314, Miami, FL 33133. Any Proposer not attending the voluntary pre - submittal conference will not be precluded from submitting a proposal. The City of Miami reserves the right to accept any Responses deemed to be in the best interest of the City, to waive any minor irregularities, omissions, and/or technicalities in any Responses, or to reject any or all Responses and to re -advertise for new Responses, in accordance with the applicable sections of the City Charter and Code. The responsibility for submitting a proposal before the stated time and date is solely and strictly that of the Bidder. The City is not responsible for any delayed, late or mis-delivered Proposals, no matter the cause. THIS SOLICITATION IS SUBJECT TO THE "CONE OF SILENCE" IN ACCORDANCE WITH SECTION 18-74 OF THE CITY OF MIAMI PROCUREMENT CODE. Emilio T. Gonzalez, Ph.D., City Manager Design -Build Services for the Dinner Key Marina 3 RFP No. 18-19-005 Repairs and Restoration Project REFERENCE DOCUMENTS The below referenced documents are being provided with this RFP are being provided for reference and general information and are being incorporated into and are being made part of the RFP, the contract documents or any other documents that are connected or related to this Project, except as otherwise specifically stated herein. No information contained in these referenced historical permit documents shall be construed as a representation of any current field condition or any statement of facts upon which the Design -Builder, hereinafter referred to as either "Successful Proposer" or "Design -Build Firm," can rely upon in the performance of this contract. All information contained in these referenced historical permit documents must be verified by a proper factual investigation. The Proposer agrees that by accepting copies of the historical permit documents, any and all claims for damages, time or any other impacts based upon the documents are expressly waived. ATTACHMENTS The Attachments listed below are hereby incorporated into and made a part of this RFP as though fully set forth herein. ATTACHMENT A: DESIGN CRITERIA PACKAGE Design Criteria (44 pages) • Design Criteria Drawings (68 pages) • Appendix B — Reference Documents (143 pages) • Bid Proposal Form (7 pages) ATTACHMENT B: STEP 1 REQUIRED FORMS ATTACHMENT C: BID BOND FORM ATTACHMENT D: PAYMENT AND PERFORMANCE BOND FORM The selection process for this RFP is comprised of two steps, Step 1 - Evaluation of Qualifications, and Step 2 - Evaluation of Technical and Price Proposal. • Step 1 is the evaluation of a design -build team's qualifications based on the teams' completed Proposal. The Evaluation Committee appointed by the City Manager will attempt to qualify no fewer than three responsive and responsible teams, and by majority vote will determine the maximum number of responsive and responsible teams to advance to Step 2 (the "Advancing Firms"). • Step 2 is the evaluation of competitive Technical and Price Proposals from those Advancing Firms who offered a responsive and responsible Proposal. Pursuant to Florida Statutes 287.055, "A design criteria professional who has been selected to prepare the design criteria package is not eligible to render services under a design -build contract executed pursuant to the design criteria package." The City reserves the right to disqualify any proposal from a team which includes any subconsultant and/or individual who has played a substantial role in the development of the design criteria package, or whose involvement with the design -build team would confer upon that team an unfair competitive advantage because of such subconsultant's or member's prior involvement in the project. Design -Build Services for the Dinner Key Marina 4 RFP No. 18-19-005 Repairs and Restoration Project SECTION 1 INTRODUCTION TO REQUEST FOR PROPOSALS 1.1. Invitation Thank you for your interest in this RFP. The City of Miami (the "City") Office of Capital Improvements, through the Department of Procurement (Procurement), invites responses ("Responses") that offer to provide the services described in Section 2.0, "Scope of Services." Copies of this Solicitation are available on the OCI webpage by visiting http://www.ci.miami.fl.us/MiamiCapital/NewBidsandProposals.html 1.2 Submission of Responses Proposers submitting a response to this RFP must provide both (1) a Technical Response and (2) a Price Proposal based on the Scope of Services as defined in Section 2.0 of the RFP. Proposers must submit a response (Base Proposal) to the specifications of this RFP, including Additive Alternatives 1 through 3. The Base Proposal will not be considered without also submitting a price for Additive Alternatives 1 through 3. The City reserves the right to accept any Responses deemed to be in the best interest of the City, to waive any minor irregularities, and/or omissions and/or technicalities in any Responses, or to reject any or all Responses and to re -advertise for new Responses, in accordance with the applicable sections of the City Charter and Code and this RFP. Sealed written Responses must be received by the City of Miami Clerk's Office, no later than the date, time and at the location indicated in Section 4 of the RFP in order to be considered responsive. Faxed documents are not acceptable. One (1) unbound original and six (6) copies in digital format (on CD-ROM or USB in .pdf file format) of the complete Step 1 (qualifications and experience only, from all interested Proposers) must be received by the Submission Due Date specified in this RFP. One (1) unbound original and six (6) copies in digital format (on CD-ROM or USB in .pdf file format) of the complete Step 2 (Technical and Price Proposals for Base and Additive Alternatives) must be received from teams shortlisted for oral presentations on a date to be determined at the appropriate time, and notified accordingly. The Price Proposal (Base and Additive Alternatives) must be submitted in a separate sealed envelope or package. Proposers must provide a price for Additive Alternatives 1 through 3 as part of the complete Step 2 proposal. Proposer must submit Price Proposals in separate envelopes. A Price proposal must be submitted for the Base Proposal, including Additive Alternatives 1 through 3. 1.3. Voluntary Pre -Proposal Conference A voluntary pre -proposal conference ("Conference") will be held on November 14, 2018 at 10:00 a.m. The conference will be held at Dinner Key Marina, 3400 Pan American Dr., 3' Floor, Conference Room 314, Miami, FL 33133. Prospective Proposers are not required but strongly encouraged to attend this meeting to obtain information relative to the RFP. Attendees are required to sign -in. Failure to attend or sign -in will not result in a Proposer's Response being rejected as non -responsive. 1.4. Cone of Silence Pursuant to Section 18-74 of the City of Miami Code (Ordinance No. 12271), a "Cone of Silence" is imposed upon this RFP. Oral communication is prohibited. Design -Build Services for the Dinner Key Marina 5 RFP No. 18-19-005 Repairs and Restoration Project Written communications may be in the form of fax, mail, or e-mail to Fernando V. Ponassi, at 444 SW 2nd Avenue, 6th Floor, Miami, FL 33130. Office: (305) 416-1902, e-mail FPonassi©miamigov.com with a copy to the Office of the City Clerk, Attn: Rosa Castillo, at Clerksmiamiqov.com. Oral communications are not permissible. See "Cone of Silence" Ordinance for details. Please review City of Miami Ordinance No. 12271 and City Code Section 18-74 for additional information pertaining to the Cone of Silence. Proposers are hereby cautioned not to contact any member of the Evaluation Committee or any staff, except as provided in the RFP, regarding this RFP until such time as the Cone of Silence is lifted. Failure to abide by this condition of the RFP shall be cause for rejection of your Proposal, and may result in potential debarment, pursuant to this Code. 1.5. Additional Information or Clarification Requests for additional information or clarifications must be made in writing. Proposers may fax or e-mail their requests for additional information or clarifications in accordance with Article 1.4 Cone of Silence. Facsimiles must have a cover sheet that includes the Proposer's name, the RFP number and title, the specific project title and the number of pages transmitted. Any request for additional information or clarification must be received in writing no later than 5:00 PM, on November 21, 2018. Late or misplaced delivered requests will not receive a response in the subsequent addendum. Procurement will issue responses to inquiries and any other corrections or amendments it deems necessary in written addenda issued prior to the Response Submission Date. Proposers should not rely on any representations, statements or explanations other than those made in this RFP or in any written addenda to this RFP. Where there appears to be conflict between the RFP and any addenda issued, the last addendum issued shall prevail. Addendum(s) will only be made available on the OCI webpage and it is the Proposer's sole responsibility to assure receipt of all addenda. Prior to submitting the Response, the Proposer should check the OCI webpage for all addenda prior to submitting their Response: http://www.ci.miami.fl.us/MiamiCapital/NewBidsandProposals.html 1.6. Contract Terms and Conditions The Proposer(s) selected to provide the service(s) requested herein (the "Successful Proposer(s)") shall be required to execute a contract ("Contract") with the City. Certain provisions of the Contract are non-negotiable. These include, without limitation, applicability and compliance with applicable laws (e.g., State Statutes, County and City Codes), hold harmless, indemnity and insurance, and cancellation for convenience by the City Manager. 1.7. Price Proposal Oral presentations will be conducted with the top three ranked Proposers at a minimum, provided that more than three (3) responsive and responsible Proposals are received. Immediately after oral presentations are concluded, the Price Response will be publicly opened. The price score will be incorporated into the overall rating and ranking of the Proposals by the Evaluation Committee. The pricing evaluation is used as part of the evaluation process to determine the highest ranked Proposer. The City of Miami reserves the right to negotiate the final terms, conditions, and Contract pricing as may be deemed in the best interest of the City. Design -Build Services for the Dinner Key Marina 6 RFP No. 18-19-005 Repairs and Restoration Project 1.8. Proposal Bond A Proposal bond in the amount of at least five percent (5%) of the proposed project cost payable to the City, shall be submitted with the Technical Proposal portion of the Response. The Proposal Bond must be in the form of a certified check, cashier's check, an irrevocable letter of credit or surety bond. The Proposal Bond is conditioned upon the successful Proposer submitting the specified Payment and Performance bond, which is a requirement of the Contract. The awarded Design -Builder shall submit a Payment Bond and Performance Bond (showing the Design -Builder as Principal and also name the City of Miami as the funding agency) in the full amount of the Contract, inclusive of design fees, as a condition precedent to Contract execution by the City. Further details on the Proposal Bid Bond and Payment and Performance Bond forms are included in the solicitation documents as Attachment C and Attachment D, respectively, which provisions are incorporated into and made a part of this RFP. Failure to comply with these provisions will result in the forfeiture of the Proposal Bond and of any eligibility to be considered for award of a Contract. No plea of a mistake in the Response or misunderstanding of the conditions of forfeiture shall be available to the Proposer for the recovery, offset or recoupment of its Proposal Bond or as a defense or a separate claim to or in any civil action. Failure to include the Proposal Bond as part of the Technical Response will result in the rejection of the Response as non -responsive. Do not include the Proposal Bond with the Price Proposal as the Response will be rejected as non -responsive, since the Price Proposal will not be opened until after the Evaluation Committee has completed its evaluation of the Technical Proposals. A Proposer, while submitting a Base Proposal and Additive Alternatives, will only be required to submit one Proposal Bond. 1.9. Award of a Contract A Contract may be awarded to the Successful Proposer for the Project by the City Commission or City Manager, as applicable, based upon the qualification requirements reflected herein. The City reserves the right to execute or not execute, as applicable, a Contract with the Successful Proposer when it is determined to be in the City's best interest. The City does not represent that any award will be made. 1.10. Contract Execution By submitting a Response, the Proposers agree to be bound to and execute the Contract for Design -Build Services for the Dinner Key marina Repairs and Restoration Project. The Contract will be in the form of a Design -Build Contract furnished by the City at the time the City Manager authorizes the commencement of negotiations with the top ranked Proposer. Without diminishing the foregoing, the Proposer may request clarification and submit comments concerning the Contract for the City's consideration. None of the foregoing shall preclude the City, at its option, from seeking to negotiate changes to the Contract during the negotiation process. 1.11. Unauthorized Work The Successful Proposer(s) shall not begin work until the City issues a Notice to Proceed. Such Notice to Proceed shall constitute the City's authorization to begin work. Any unauthorized work performed by the Successful Proposer(s), prior to the Notice to Proceed, and during the term of the Contract, shall be deemed non-compensable by the City and Successful Proposer shall not have any recourse against the City for performing unauthorized work. Design -Build Services for the Dinner Key Marina 7 RFP No. 18-19-005 Repairs and Restoration Project 1.12. Submittal Instructions Careful attention must be given to all requested items contained in this RFP. Proposers are invited to submit Responses in accordance with the requirements of this RFP. PLEASE READ THE ENTIRE SOLICITATION BEFORE SUBMITTING A RESPONSE. Proposers shall make the necessary entry in all blanks and forms provided for the Response. Responses shall be submitted in a sealed envelope or package with the RFP number and opening date clearly noted on the outside of the envelope or package. 1.13. Changes/Alterations Proposer may change or withdraw a Response at any time prior to Response Submission Deadline. All changes or withdrawals shall be made in writing to the point of contact specified in Article 1.4, Cone of Silence. Oral/Verbal modifications will not be allowed and will be disregarded. Written modifications will not be accepted after the Response Submission Deadline. 1.14. Subconsultant(s)/Subcontractor(s) A Subconsultant/Subcontractor is an individual or firm who has a contract with the Proposer to assist in the performance of services required under this RFP. A Subconsultant/Subcontractor shall be paid through the Proposer, and not paid directly by the City. Subconsultants/Subcontractors are allowed by the City in the performance of the services delineated within this RFP. Proposer must clearly reflect in its Response the major Subconsultants/Subcontractors to be utilized in the performance of required services. For purposes of this section, major Subconsultants/Subcontractors shall mean the professional services/construction services firms who shall serve as the primary professional services and construction firms, and shall contract for and supervise all other professional services/construction firms, as applicable. The City retains the right to accept or reject any Subconsultant/Subcontractor proposed in the Successful Proposer(s)' response or proposed prior to Contract execution. Any and all liabilities regarding the use of a Subconsultant/Subcontractor shall be borne solely by the Successful Proposer(s) and insurance for each Subconsultant/Subcontractor must be maintained in good standing and approved by the City throughout the duration of the Contract. Neither the Successful Proposer(s) nor any of its Subconsultants/Subcontractors are considered to be employees or agents of the City. Failure to list all major Subconsultants/Subcontractors and provide the required information may disqualify any proposed Subconsultants/Subcontractors from performing work under this RFP. 1.15. Discrepancies, Errors, and Omissions Any discrepancies, errors, or ambiguities in the RFP or addenda (if any) should be reported in writing, in the manner prescribed in RFP Section 1.4, Cone of Silence. Should it be necessary, the City will issue a written addendum to the RFP clarifying such conflicts or ambiguities. 1.16. Disqualification This RFP requires the use and submission of specific City Forms. In addition, the RFP requires the submission of additional documents and information. Failure to utilize the City Forms will result in the rejection of the Response as non -responsive, and it will not be considered for award. Modification of, retyping, or any alterations to the City Forms will result in the rejection of a Response as non -responsive. The City reserves the right to disqualify Responses before or after the submission date, upon evidence of collusion with intent to defraud or other illegal practices on the part of the Proposer. Design -Build Services for the Dinner Key Marina 8 RFP No. 18-19-005 Repairs and Restoration Project The City also reserves the right to waive any immaterial defect or informality in any Response; to reject any or all Responses in whole or in part, or to reissue a RFP. Any Proposer who submits in its Response any information that is determined by the City, at its sole discretion, to be substantially inaccurate, misleading, exaggerated, or incorrect, shall be disqualified from consideration for award of the Contract. Any Response submitted by a Proposer who is in arrears, e.g., money owed or otherwise in debt by failing to deliver goods or services to the City (including any agency or department of the City) or where the City has an open or liquidated claim against a Proposer for monies owed the City at the time of Proposal submission, or if a Proposer has been declared in default or abandoned a prior City contract or agreement, or has been debarred by an federal, State of Florida, or local public entity within the past five (5) years will be rejected as non -responsive and shall not be considered for award. Prior to award of a contract, the above requirements must be met, and is a condition that must be maintained during the term of the Contract. 1.17. Proposer's Expenditures Proposers understand and agree that any expenditure they make in preparation and submittal of Responses or in the performance of any services requested by the City in connection with the Responses in response to this RFP are exclusively at the expense of the Proposers. The City shall not pay or reimburse any expenditure or any other expense incurred by any Proposer in preparation of a Response, and/or anticipation n of an award of a Contract, and/or to maintain the approved status of the Successful Proposer(s) if a Contract is awarded, and/or administrative or judicial proceedings resulting from the solicitation process. 1.18. Inspection of Site Proposers should carefully examine the Project location of the proposed work before submission of a Response and make all necessary investigations to inform themselves thoroughly as to all difficulties involved in the completion of all work required pursuant to the mandates and requirements of this RFP and the Contract. Proposers will find that the entire Project encompasses the existing Dinner Key Marina and supporting upland facilities and utilities located at 3400 Pan American Drive, Miami, Florida. Please visit the following link http://www.miamigov.com/marinas/paqes/marinas/dinkeymarina.asp, for more details. No plea of ignorance of conditions or difficulties that may hereafter exist, or of conditions or difficulties that may be encountered in the execution of the work pursuant to this Proposal as a result of failure to make the necessary examinations and investigations will be accepted as an excuse for a failure or omission on the part of the Design -Build firm to fulfill, in every detail, all of the requirements of the Contract Documents, as defined in the Contract, nor will they be accepted as a basis for any claims whatsoever for extra compensation or for an extension of time. 1.19. Execution of Proposal The Proposal must be manually and duly signed by an authorized corporate officer, principal, or partner (as applicable) with a signature in full. When a firm is the Proposer, the Proposal shall be signed in the name of the firm by one or more of the partners. When a corporation is the Proposer, the officer signing shall set out the corporate name in full beneath which he shall sign his name, give title of his office, and affix the corporate seal. Anyone signing the Response as agent must file with it legal evidence of signature authority. Proposers who are nonresident corporations shall furnish to the City a duly certified copy of their permit to transact business in the State of Florida with the Response. Failure to promptly submit this evidence or qualification to do business in the State of Florida may be basis for rejection of the Response. Design -Build Services for the Dinner Key Marina 9 RFP No. 18-19-005 Repairs and Restoration Project Proposers understand that submitting this RFP does not constitute an Agreement or Contract with the Proposer. 1.20. Federally Funded Projects a. Equitable Adjustment The Procurement Department may, in its sole discretion, make an equitable adjustment in the contract terms and/or pricing if pricing or availability of supply is affected by extreme or unforeseen volatility in the marketplace, that is, by circumstances that satisfy all the following criteria: (1) the volatility is due to circumstances beyond the Successful Proposer's control, (2) the volatility affects the marketplace or industry, not just the particular contract source of supply, (3) the effect on pricing or availability of supply is substantial, and (4) the volatility so affects the Successful Proposer that continued performance of the contract would results in a substantial loss. Successful Proposer might have to supply documentation to justify any requested percentage increase in cost to the City of Miami. b. Non -Appropriation of Funds In the event no fund or insufficient funds are appropriated and budgeted or are otherwise unavailable in any fiscal period for payments due under this contract, then the City, upon written notice to the Successful Proposer or his assignee of such occurrence, shall have the unqualified right to terminate the contract without penalty or expense to the City. No guarantee, warranty, or representation is made that any project(s) will be awarded to any firm(s). c. Subcontractors of Work Shall be Identified As part of the RFP, Proposers are required to identify any and all Subconsultants/Subcontractors that will be used in the performance of this proposed contract, their capabilities, experience, minority designation, as defined in Ordinance 10062 and the portion of the work to be done by the Subconsultant/Subcontractor. Failure to identify any and all Subconsultants/Subcontractors in the Proposal shall render the Proposal non -responsive, unless, the Successful Proposer submits this documentation to the City within five (5) working days after the proposal due date. The Successful Proposer shall not, at any time during the tenure of the contract, subcontract any part of his operations or assign any portion or part of the contract, to Subconsultant/Subcontractor(s) not originally mentioned in their Proposal, except under and by virtue of permission granted by the City through the proper officials. Nothing contained in this specification shall be construed as establishing any contractual relationship between any Subconsultant/Subcontractor(s) and the City. The Successful Proposer shall be fully responsible to the City for the acts and omissions of the Subconsultant/Subcontractor(s) and their employees, as for acts and omissions of persons employed by the Successful Proposer. d. Davis -Bacon Act Federally assisted construction contracts must adhere to Davis -Bacon Act wages and benefits rate schedules. Proposers shall use the Federal Wages reflected in Wage General Decision Number FL 180260 01/12/2018 FL260 in developing its proposal for this project. The Successful Proposer shall be required to provide certified payroll records documenting the work performed on this project. Design -Build Services for the Dinner Key Marina 10 RFP No. 18-19-005 Repairs and Restoration Project e. Compliance with the Copeland "Anti -Kickback" Act 1. The Contractor shall comply with 18 U.S.C. § 3145, and the requirements of 29 C.F.R. pt. 3 as may be applicable, which are incorporated by reference into this contract. 2. The Contractor or subcontractor shall insert in any subcontracts the clause above and such other clauses as the FEMA may be appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The Contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all of these contract clauses. 3. A breach of the contract clauses above may be grounds for termination of the contract, and for debarment as a Contractor and subcontractor as provided in 29 C.F.R. § 5.12. f. Compliance with the Contract Work Hours and Safety Standards Act 1. Overtime Requirements: No Contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty (40) hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one half time the basic rate of pay for all hours worked in excess of forty (40) hours in such workweek. 2. Violation; liability for unpaid wages; liquidated damages: In the event of any violation of the clause set forth in paragraph (1) of this section, the Contractor and any subcontractor responsible therefore shall be liable for the unpaid wages. In addition, such Contractor and subcontractor shall be liable to the United States (in case of the work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1) of this section, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty (40) hours without payment of the overtime wages required by the clause set forth in paragraph (1) of this section. 3. Withholding for unpaid wages and liquidated damages: The City of Miami shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the Contractor or subcontractor under any such contract or any other Federal contract with the same Contractor, or any other federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the Contractor, such sums as may be determined to be necessary to satisfy any liabilities of such Contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2) of this section. 4. The Contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (1) through (4) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontract. The Contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraph (1) through (4) of this section. Design -Build Services for the Dinner Key Marina 11 RFP No. 18-19-005 Repairs and Restoration Project J• g. Parts at Pass -Through Cost (for Repairs Outside the Scope of Work) All cost for parts required for repair jobs and not otherwise included in the scope of work shall be billed at the Successful Proposer's actual cost, and will be passed on to the City without markup or any additional fees. The Successful Proposer shall submit purchase receipt of parts along with the labor invoice for payment. The Successful Proposer shall be responsible for sourcing all parts necessary to complete the work requirements of each job specification. Replacement parts furnished must be of the same manufacturer or an equal product. All equipment and materials shall be commercial quality and grade, and be from a regular product line. Prototype, obsolete, and residential quality/grade equipment/materials shall not be specified or installed in the facilities. h. Notification to Perform Work The Successful Proposer shall notify the Project Manager when an employee is on the property and for what purpose. i. Background Checks The Successful Proposer shall be required to comply with the background screening specifications as listed in the Jessica Lunsford Act, Florida Statue § 1012-32. The law requires that before contract personnel are permitted access on grounds when children are present, or if they will have direct contact with children, or have access to or control of school funds, they must have completed Level Two (2) screening requirements. Prior to commencement of the project, the Successful Proposer shall provide Level Two (2) background screening results for all employees completing the work on park grounds. Equal Employment Opportunity During the performance of any resulting contract from an RFP, the Proposer agrees as follows: 1) The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and the employees are treated during employment without regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 2) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive considerations for employment without regard to race, color, religion, sex, or national origin. 3) The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representative of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. Design -Build Services for the Dinner Key Marina 12 RFP No. 18-19-005 Repairs and Restoration Project 4) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. 5) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. 6) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions as may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. 7) The Contractor will include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or order of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, That in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the Contractor may request the United States to enter into such litigation to protect the interests of the United States. k. Clean Air Act 1) The Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act, as amended, 42 U.S.C. § 7401 et seq. 2) The Contractor agrees to report each violation to the City of Miami and understands and agrees that the City of Miami will, in turn, report each violation as required to assure notification to the Federal Emergency Management Agency, and the appropriate Environmental Protection Agency Regional Office. 3) The Contractor agrees to include these requirements in each subcontract exceeding $150,000 financed in whole or in part with Federal assistance provided by FEMA. I. Federal Water Pollution Control Act 1) The Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Federal Water Pollution Control Act, as amended, 33 U.S.C.1251 et seq. 2) The Contractor agrees to report each violation to the City of Miami and understands and agrees that the City of Miami will, in turn, report each violation as required to assure notification to the Federal Emergency Management Agency, and the appropriate Environmental Protection Agency Regional Office. Design -Build Services for the Dinner Key Marina 13 RFP No. 18-19-005 Repairs and Restoration Project 3) The Contractor agrees to include these requirements in each subcontract exceeding $150,000 financed in whole or in part with Federal assistance provided by FEMA. m. No Obligation by Federal Government The Federal Government is not a party to this contract and is not subject to any obligation or liabilities to the non -Federal entity, Contractor, or any other party pertaining to any matter resulting from the contract. n. Program Fraud and False or Fraudulent Statements or Related Acts The Contractor acknowledges that 31 U.S.C. Chap. 38 (Administrative Remedies for False Claims and Statements) applies to the Contractor's actions pertaining to this contract. o. Byrd Anti -Lobbying Amendment, 31 U.S.C. § 1352 (As Amended) Proposers who bid for an award of $100,000 or more shall file the required certification. Each tier certifies to the tier above that it will not and has not used federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer, or employee of Congress, or an employee of a member of Congress in connection with obtaining any federal contract, grant, or any other award covered by 31 U.S.C. § 1352. Each tier shall also disclose any lobbying with non-federal funds that take place in connection with obtaining any federal award. Such disclosures are forwarded form tier to tier up to the recipient. Please refer to each ITQ for Federally Funded projects for the "Certification Regarding Lobbying" attachment. It is MANDATORY for the Proposers to return this form signed along with their bid. Procurement of Recovered Materials 1) In the performance of this contract, the Contractor shall make maximum use of products containing recovered materials that are EPA -designated items unless the product cannot be acquired; a. Competitively within a timeframe providing for compliance with the contract performance schedule; b. Meeting contract performance requirements; or c. At a reasonable price. 2) Information about this requirement, along with the list of EPA -designate items, is available at EPA's Comprehensive Procurement Guidelines web site, https://www.epa.gov/smm/comprehensive-procurement-guideline-cpq-program. DHS, Seal, Logo, and Flags The Contractor shall not use the DHS seal(s), logos, crests, or reproductions of flags or likenesses of DHS agency officials without specific FEMA pre -approval. r. Compliance with Federal Law, Regulations, and Executive Orders This is an acknowledgement that FEMA financial assistance will be used to fund this contract only. The Contractor will comply with all applicable federal law, regulations, executive orders, FEMA policies, procedures, and directives. s. Access to Records 1) The Contractor agrees to provide the City of Miami, (insert name of project manager), the FEMA Administrator, the Comptroller General of the United States, or any of their authorized representatives access to any books, documents, papers, and records of p• q• Design -Build Services for the Dinner Key Marina 14 RFP No. 18-19-005 Repairs and Restoration Project the Contractor which are directly pertinent to this contract for the purposes of making audits, examinations, excerpts, and transcriptions. 2) The Contractor agrees to permit any of the foregoing parties to reproduce by any means whatsoever or to copy excerpts and transcriptions as reasonably needed. 3) The Contractor agrees to provide the FEMA Administrator or his authorized representatives' access to construction or other work sites pertaining to the work being completed under the contract. t. Suspension and Debarment 1) This contract is a covered transaction for purposes of 2 C.F.R. pt. 180 and 2 C.F.R. pt. 3000. As such the Contractor is required to verify that none of the Contractor, its principals (defined at 2 C.F.R. § 180.995), or its affiliates (defined at 2 C.F.R. § 180.905) are excluded (defined at 2 C.F.R. § 180.940) or disqualified (defined at 2 C.F.R. § 180.935). 2) The Contractor must comply with 2 C.F.R. pt. 180, subpart C and 2 C.F.R. pt. 3000, subpart C and must include a requirement to comply with these regulations in any lower tier covered transaction it enters into. 3) This certification is a material representation of fact relied upon by City of Miami. If it is later determined that the Contractor did not comply with 2 C.F.R. pt. 180, subpart C and 2 C.F.R. pt. 3000, subpart C, in addition to remedies available to the State of Florida, and the City of Miami, the Federal Government may pursue available remedies, including but not limited to suspension and/or debarment. 4) The Contractor agrees to comply with the requirements of 2 C.F.R. pt. 180, subpart C and 2 C.F.R. pt. 3000, subpart C while this offer is valid and throughout the period of any contract that may arise from this offer. The Contractor further agrees to include a provision requiring such compliance in its lower tier covered transactions. Design -Build Services for the Dinner Key Marina 15 RFP No. 18-19-005 Repairs and Restoration Project SECTION 2 RFP SCOPE OF SERVICES The City is seeking to procure a qualified and experienced Design -Builder to restore and/or replace the docks and utilities that were damaged at Dinner Key Marina by Hurricane Irma in September 2017. The overall project goal is to efficiently return the marina to operating conditions with the restoration and/or replacement of the following major components; 1) fixed concrete and timber dock structures, 2) fire protection system, 3) shore power, 4) lighting, 5) sewage pump - out, 6) domestic water and 7) communication/security system. The scope is divided into "hurricane" and "non -hurricane" repairs, and line items are included for optional improvements for mitigation purposes. 2.1. Project Background Dinner Key Marina is located at 3400 Pan American Drive in Miami, Florida. The marina generally consists of nine (9) piers constructed of fixed concrete docks with approximately 582 wet slips. The area along Coconut Grove in Biscayne Bay has a long history of waterfront use beginning with the Naval Air Station in 1918, and with the Pan American Seaplane Terminal from 1932 to 1945. The original terminal building is still utilized as City Hall. The original marina constructed in the 1950's generally consisted of three main docks extending from the old seaplane terminal. The current marina facilities were constructed in the late 1980's, likely 1986. Piers 1-7 are fixed docks that are generally in an easterly orientation from the western shoreline of Biscayne Bay. Piers 8 and 9 are along the bulkheads, at the southern half of the marina area. The marina was extensively damaged by Hurricane Andrew in 1992. The marina was repaired/restored after that hurricane, and most of the shore power pedestals and electrical system were replaced. The marina was again damaged by Hurricane Wilma in 2005. The eastern end of Pier 3 was reconstructed along with the gates/lock systems at the entrance of each pier. In addition, the original timber decking (covering the utility chase) was replaced with fiberglass grating in 2006 time frame. Additional improvements have been completed at the marina including Maintenance dredging and more recently the sewage pump -out system was replaced. Hurricane Irma was the strongest observed hurricane in the Atlantic in terms of maximum sustained winds, and it was the most intense hurricane to strike the continental U.S. since Hurricane Katrina in 2005. (Hurricane Michael just impacted the Florida panhandle as an intense hurricane which may change some of the reference information once studies are completed). After causing extensive damage throughout the Caribbean as a Category 5 storm, the hurricane impacted the Florida Keys at Cudjoe Key on September 10, 2017. The hurricane again made landfall in southwest Florida in the Naples area. The USGS reported a peak storm surge measurement of 5.75 feet (NAVD) at Dinner Key at 9:51 pm on September 10, 2017. The hurricane submerged the docks and portions of the adjacent waterfront, subjecting the area to waves along with the high winds and heavy rainfall. The fixed main piers along with the timber finger docks were extensively damaged along with the marina utilities. 2.2 Project Location The project encompasses the wet slips at Dinner Key Marina along with some utilities along the adjacent upland waterfront below in Figure 2.2-1. Design -Build Services for the Dinner Key Marina 16 RFP No. 18-19-005 Repairs and Restoration Project Figure 2.2-1 — Dinner Key Marina (prior to hurricane damage; photo courtesy of Google Earth) 2.4 Schedule of Events Refer to the advertisement for the schedule of events that will take place in the procurement process. The City reserves the right to make changes or alterations to the schedule as the City determines is in the best interest of the public. Proposers will be notified sufficiently in advance of any changes or alterations in the schedule. Unless otherwise notified in writing by the City, the dates indicated for submission of items or for other actions on the part of a Proposer, shall constitute absolute deadlines for those activities and failure to fully comply by the time stated shall cause a Proposer to be disqualified. 2.5 City's Responsibilities The City will provide contract administration services and construction management during the life of the project. The City's Design Criteria Professional will provide construction administration services and quality acceptance reviews of some or all of the work at the sole discretion of the City. In any event, the Design -Builder must provide for its own construction quality assurance and quality control inspections, testing and material certifications and not rely upon the City for these services. The City will not be responsible for materials testing of any type. All quality assurance services as may be required by the approved project drawings and specifications, shall be the responsibility of the Design -Builder. This RFP does not commit the City to make studies or designs for the preparation of any proposal, nor to procure or contract for any articles or services. Proposers shall examine the Contract Design -Build Services for the Dinner Key Marina 17 RFP No. 18-19-005 Repairs and Restoration Project Documents and the site of the proposed work carefully before submitting a proposal for the work contemplated and shall investigate the conditions to be encountered, as to the character, quality, and quantities of work to be performed, materials to be furnished and as to the requirements of all Contract Documents. The City does not guarantee the details pertaining to previous structural, utility and/or other investigations as shown on any documents supplied by the City, including soil borings. The submission of a proposal is prima facie evidence that the Proposer has made an examination as described in this provision. Proposers shall examine boring data, existing utility data (including but not limited to, electrical, plumbing, mechanical and communication systems) where available, and make their own interpretation of the subsoil investigations, existing subsurface utilities and other preliminary data, and shall base their Proposal on their own opinion of the conditions likely to be encountered. 2.6 Design -Build Firm Responsibilities The Design -Builder shall be responsible for confirming the provided site and property surveys, underground utility locations (as applicable), condition assessment for repair and/or replacement quantities of the structural, plumbing, mechanical and communication trades, investigations that may be required to confirm driven pile means/methods and pile capacities, documentation of existing conditions in accordance with FDOT requirements, engineering designs for the trades required, construction inspections (including special inspections required by the City building permits), City of Miami building permitting, assistance with final Miami -Dade County DERM Class 1 Permitting, construction document preparation and subsequent approvals, and construction inspections on or before the project completion date indicated in the Technical Proposal. The Design Criteria Package (Attachment A) sets forth requirements regarding surveys, explorations, design, construction, and adjacent residential/commercial/municipal access during construction, requirements relative to project management, scheduling, and coordination with other agencies and entities such as state and local government, utilities and permitting agencies, and the public. The Design -Build Firm shall demonstrate best project management practices while working on this project, including but not limited to accounting and invoicing practices sufficient to meet state and City audit standards. These include communication with the City, regulatory agencies, adjacent property owners, and others as necessary for the best management of time and resources and for complete and accurate reimbursement submissions as the City is receiving partial funding from FEMA, which is distributed through the state. 2.7 Project Requirements and Provisions for Work A. Governing Regulations: The services performed by the Design -Builder shall be in compliance with all applicable building and municipal codes including, but not limited to, the State of Florida, Miami -Dade County, the City of Miami, and other regulations that may be required in addition to the requirements specified in this RFP. The Design -Builder shall use as the primary standard, the City of Miami Engineering Standards for Design and Construction: http://www.miamigov.com/Public Works/pdfs/EngineeringStandards.pdf. The DCP Professional will initiate environmental permitting for the Project through Miami - Dade County (DERM Class 1), Florida DEP, and the U.S. Army Corps of Engineers. The Design -Build Services for the Dinner Key Marina 18 RFP No. 18-19-005 Repairs and Restoration Project Design -Builder will be responsible for assisting with the completion of the DERM Class 1 Permitting as the final drawings are completed for building department processing. Design -Builder shall be responsible for preparing all necessary permit applications. The Design -Builder will be responsible for processing the required building permit as well as any required trade permits in accordance with the Florida Building Code and City of Miami building department requirements. All permits required for a particular construction activity will be acquired prior to commencing the particular construction activity. The Design - Builder will be reimbursed for all permit fees under a Permit Allowance Account. Delays due to incomplete permit packages, agency rejection, agency denials, agency processing time, lack of payment, or any permit violations shall be solely the responsibility of the Design -Builder, and will not be considered sufficient reason for time extension. Changes to the concept requiring additional permitting activities are the responsibility of the Design - Builder. a. State and Federal Agencies: The DCP Professional will complete the environmental permitting through the agencies with jurisdiction that include the U.S. Army Corps of Engineers and Florida DEP. Design -Builder is responsible for complying with these permit conditions, and the permits reference Chapter 373 and 403, Florida Statutes, Chapters 40 and 62, Florida Statute 872.05, Florida Administrative Code; Rivers and Harbors Act of 1899, Section 404 of the Clean Water Act, and parts 114 and 115, Title 33, Code of Federal Regulations (CFR). b. County Agencies: In addition to these Federal and State permitting requirements, the DCP Professional will initiate permitting through the Miami -Dade County DERM Class 1 process. The Design -Builder will be responsible for completing this process with the drawings and other technical information (in conjunction with the City building permitting process) in accordance with DERM's specific requirements and regulations. The Design -Builder will also be responsible for preparing applications and technical documents as well as processing the plans through the DERM CORE process, if applicable. The Project requires reconnection of the sewage pump -out and the domestic water systems to existing on -site utilities with service from Miami -Dade WASD. The Design -Builder will be responsible for coordination and permitting that may be required through Miami - Dade WASD. The water/sewer loads are not increasing due to the project and no impact fees are anticipated; any WASD impact fees would be addressed under the reimbursable permit fees. Preparation of all County related permit applications and the acquisition of all applicable permits shall be the responsibility of the Design -Builder. Should it be required, the Design -Builder shall attend and represent the City at public hearings, presentations to the Board of County Commissioners or any other County Board, for project review and approval purposes. c. City Agencies: The project will require a building permit in accordance with City and FBC requirements. A Master Permit is suggested, but not required, that will facilitate the various trade contractors (as applicable) to obtain trade permits. The Design -Builder will be responsible for preparing the building permit application and processing the plans through the various trades at the City building department that include, but are not limited to, structural, fire, plumbing, electrical, zoning, and public works. Any Design -Build Services for the Dinner Key Marina 19 RFP No. 18-19-005 Repairs and Restoration Project permitting required by City departments and/or agencies shall be prepared in accordance with their specific requirements and regulations. Preparation of all permit applications and the acquisition of all applicable City related permits shall be the responsibility of the Design -Builder. Should it be required, the Design -Builder shall attend and represent the City at public hearings, presentations to the Board of City Commissioners or any other City Board, for project review and approval purposes. d. FPL: The Design -Builder shall be responsible for coordinating with FPL for the electrical service at the shore -side connections. Existing transformers and service is partially operational after the hurricane. The Design -Builder shall coordinate and conduct meetings with FPL to review the electrical plans and associated power loads for the marina restoration. Any required FPL service agreement costs (if applicable) will be reimbursed by the City through the permitting fee allowance. The Design -Builder shall coordinate with FPL in a timely manner to ensure sufficient power is available once the electrical systems have been constructed and inspected by the City. e. Communications: The Design -Builder shall coordinate with the telephone and internet service providers to provide the required service as outlined in the DCP. Any required service upgrade costs by the service providers shall be reimbursed by the City through the City permitting fee allowance. The Design -Builder shall coordinate with the service provider(s) in a timely manner to ensure service is available once the marina wet slip communication systems have been constructed and inspected by the City. The Design -Builder shall obtain permits (with the exception of the environmental permits through the U.S. Army Corps of Engineers, Florida DEP, and DERM Class 1) while acting as an authorized agent or authorized representative for the "City" for permitting purposes only. Any fines levied on the Design -Builder by permitting agencies due to noncompliance, shall be the sole responsibility of the Design -Builder. B. Survey: The Design -Builder shall perform topographic surveying, construction layout, and mapping services necessary to confirm existing conditions and to complete the design and construction aspects of this project. Survey and mapping work must also comply with all pertinent Florida Statutes and applicable rules in the Florida Administrative Code. This work must comply with the Minimum Technical Standards for Professional Surveyors and Mappers, Chapter 5J-17, Florida Administrative Code (F.A.C.), pursuant to Section 472.027, Florida Statutes (F.S.) and any special instructions from the City. The Design - Builder will also be responsible for conducting an "as -built" survey that will be processed through the agencies with jurisdiction as well as the City to confirm the project was constructed in conformance with the issued permits. C. Verification of Existing Conditions: The Design -Builder shall be responsible for verification of existing conditions. By execution of the Contract, the Design -Builder specifically acknowledges and agrees that the Design -Builder is being compensated for performing adequate investigations of existing site conditions, including subsurface investigations, sufficient to support the design developed by the Design -Builder and that any information being provided is merely to assist the Design -Builder in completing adequate site investigations. Notwithstanding Design -Build Services for the Dinner Key Marina 20 RFP No. 18-19-005 Repairs and Restoration Project any other provision in the contract documents to the contrary, no additional compensation will be paid in the event of any inaccuracies in the preliminary information. The Design -Builder shall fully document and take every precaution during construction to protect any existing roadway and/or building infrastructure such as signs and sign structures, signals, lighting, utilities, stormwater facilities and other items that are not to be replaced as part of this Project. If such items are damaged by the Design -Builder during the construction period, the damage shall be replaced at the Design -Builder's expense. D. Submittals: 1. Plans: Plans must meet the minimum contents of a particular phase submittal prior to submission for review. The particular phase of each submittal shall be clearly indicated on the cover sheet. Component submittals will not be accepted. The Design -Builder shall provide copies of required review documents as listed below. a. 30%, 60% and 100% Plans (consistent with the DCP): PDF and CAD files (as applicable) for 30% and 60% Plans Five (5) sets of full-size Plans Five (5) sets of Calculations Five (5) sets of Pre -construction Survey Five (5) copies of Technical Specifications (progress set with 60% plans; PDF) Five (5) copies of Cover Letter that all comments have been addressed and a specific list of any unresolved issues. One (1) CD containing all of the above b. Record Set (consistent with the DCP): All Record Set documents shall be manually signed and sealed by the Design Professional Engineer registered in the State of Florida. Five (5) sets of full-size Plans Five (5) sets of Calculations Five (5) copies of Post -construction Survey Five (5) copies of Technical Specifications Five (5) copies of Permits/Environmental approval documents. Five (5) copies of Cover Letter that all comments have been addressed and a specific list of any unresolved issues. One (1) CD containing all of the above Signed and sealed 100% Plans will be delivered to the City's Project Manager a minimum of five (5) working days prior to construction. Only stamped signed and sealed plans are valid and all work that the Design -Builder performs in advance of the City's release of Plans shall be at the Design -Builder's risk. Design -Build Services for the Dinner Key Marina 21 RFP No. 18-19-005 Repairs and Restoration Project A. In addition, the Design -Builder shall submit signed and sealed post -construction surveys the City. B. The Design -Builder shall complete the Record Set as the project is being constructed. The record set becomes the "as -built" at the end of the project. All design changes shall be signed and sealed by the Engineer of Record. The record set shall reflect all changes initiated by the Design -Builder or the City in the form of revisions. The record set shall be submitted on a Final Project CD upon project completion along with one (1) signed and sealed hard copy. The City shall review the record set prior to Final Acceptance in order to accept the record set. 2. Milestones: In addition to various submittals mentioned throughout this document the Design - Builder shall submit monthly project status reports, including, but not limited to, schedule updates and aerial photographs of progress. E. Contract Duration: The Design -Build Firm shall establish the contract duration for the subject project. In no event shall the contract duration exceed Three Hundred Sixty -Five (365) calendar days for substantial completion with an additional Thirty (30) calendar days for final completion, unless approved by the City. The schedule supporting the proposed contract duration will be submitted with the Technical Proposal and should identify the work activity durations in calendar days. The Proposed Contract Time (PCT) reflected in the schedule may be amended in the Proposal. The official PCT will be the one submitted with the Price Proposal. Project Schedule: 1. Limitations: The minimum number of activities shall be those listed below: ■ Award Date ■ Pile Driving Investigations (as applicable) ■ Design Surveys and Field Assessment of Conditions ■ Design Durations ■ Design Submittals (at 30%, 60% and 100% levels of completion) ■ Design Reviews by the City ■ Building Permit Processing ■ DERM CORE Processing ■ DERM Class 1 Permit — process completion ■ FPL Service Coordination ■ Communications Service Coordination ■ Miami -Dade WASD Coordination ■ Start of Construction Design -Build Services for the Dinner Key Marina 22 RFP No. 18-19-005 Repairs and Restoration Project ■ Materials Quality Tracking ■ Structural, plumbing, mechanical and electrical trade construction; to include utility service connections and associated adjacent upland improvements. ■ Detailed construction sequencing; a minimum of three phases are anticipated with TCO's obtained for completed piers so marina management can relocate customers. ■ Temporary pier closures, marina customer and pedestrian protection, and proposed work hours ■ Holidays and Special Events ■ Substantial Completion ■ Final Completion Date for All Work ■ Final costs/reimbursement packages that may be required for FEMA F. Key Personnel/Staffing: The Design -Builder's work shall be performed and directed by Key Personnel identified in the Technical Proposal by the Design -Builder. Respondents shall not change Key Personnel without just cause. Any changes to the indicated Key Personnel shall be subject to review and must obtain written approval by the City's Project Manager. The City reserves the right to request additional documentation as required by the RFP. G. Meetings and Progress Reporting: The Design -Builder shall anticipate periodic meetings with City personnel and other agencies as required for resolution of design and/or construction issues. These meetings may include: ■ City technical issue resolution ■ Permit agency coordination ■ Local government agency coordination ■ Scoping Meetings ■ Costs/reimbursement packages and updates for the loan and grants During design, the Design -Build Firm shall meet with the City's Project Manager on a weekly basis and provide a "look ahead" of the upcoming activities. During construction, the Design -Builder shall meet with the City's Construction Manager on a weekly basis and provide a one -week "look ahead" for activities to be performed during the coming week. The Design -Builder shall, on a bi-weekly basis, provide written progress reports that describe the items of concern and the work performed on each task. Design -Build Services for the Dinner Key Marina 23 RFP No. 18-19-005 Repairs and Restoration Project H. Public Involvement: 1. General: Public involvement includes communicating to all interested persons, groups, and government organizations information regarding the development of the project. 2. Public Meetings: The Design -Builder shall provide all support necessary for the City to hold various public meetings to ensure that good communication is maintained throughout the project. The following procedures have been developed and shall be adhered to at a minimum: 1 . A notice of proposed work and announcement of public information meeting will be advertised in periodicals, posted on bulletin boards, etc., at least 60 days before the start of work in each area. 2. At least 30 days before the start of work in each section of the marina, a public information meeting will be held for the marina customers and interested local residents in the area where work will occur to discuss issues specific to those areas. 3. Ongoing meetings will be held to discuss and resolve issues encountered during the work. For any of the above type meetings the Design -Builder shall provide all technical assistance, data, and information necessary for the City to produce display boards, printed material, video graphics, computerized graphics, etc., ongoing cost information and information necessary for the day-to-day exchange of information with the public, all agencies, and elected officials in order to keep them informed as to the progress, costs and impacts that the proposed Project will create. This includes workshops, information meetings, and public hearings. The Design -Builder shall, on an as -needed basis, attend the meetings with an appropriate number of his personnel to assist the City. The Design -Builder shall forward all requests for group meetings to the City. The Design -Builder shall inform the City of any meetings with individuals that occur without prior notice. 3. Public Workshops, Information Meetings: The Design -Builder shall provide all the support services listed in No. 2, Public Meetings, above. All legal/display ads announcing workshops, information meetings, and public meetings will be prepared and paid for by the City. The City will be responsible for the legal/display advertisements for design concept acceptance. The City will also be responsible for preparing and mailing (includes postage) all letters announcing workshops and information meetings. 4. Public Involvement Data: The Design -Builder is responsible for the following: • Coordinating with the City. ■ Identifying possible permit and review agencies and providing names and contact information for these agencies to the City. Design -Build Services for the Dinner Key Marina 24 RFP No. 18-19-005 Repairs and Restoration Project Providing required expertise (staff members) to assist the City on an as -needed basis. Preparing color graphic renderings and/or computer generated graphics to depict the proposed improvements for coordination with the City and other agencies. The collection of public input occurs throughout the life of the project and requires maintaining files, newspaper clippings, letters, and especially direct contacts before, during, and after any of the public meetings. Articles such as those mentioned shall be provided to the City for its use and records. In addition to collecting public input data, the Design -Builder may be asked by the City to prepare responses to any public inquiries as a result of the public involvement process. The City shall review all responses prior to release. I. Quality Management Plan (QMP): 1. Design: The Design -Builder shall be responsible for the professional quality, technical accuracy and coordination of all surveys, designs, drawings, specifications, geotechnical, utility and other services furnished by the Design -Builder under this Contract. The Design -Builder shall provide a Contractor's Quality Management Plan (QMP), which describes the Quality Control (QC) procedures to be utilized to verify, independently check, and review all design drawings, specifications, and other documentation prepared as a part of the Contract. In addition, the QMP shall establish a Quality Assurance (QA) program to confirm that the QC procedures are followed. The Design -Builder shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The QMP may be one utilized by the Design -Builder, as part of their normal operation, or it may be one specifically designed for this Project. The Design -Builder shall submit a QMP within 15 working days of the written Notice to Proceed. A marked -up set of prints from the QC review shall be submitted with each review submittal. The responsible Professional Engineers or Professional Surveyor that performed the QC review, as well as the QA Manager shall sign a statement certifying that the review was conducted. The Design -Builder shall, without additional compensation, correct all errors or deficiencies in the surveys, designs, drawings, specifications, and/or other services. No fabrication or construction activities will occur until all related design review and shop drawing review comments are resolved. 2. Construction: The Design -Builder shall be responsible for developing and maintaining a Construction Quality Control Plan. Design -Builder shall coordinate their QC program with the City's Construction Manager and submit for approval. The City shall maintain its rights to inspect construction activities. The Design - Builder shall provide all documentation requested by the City to ensure quality Design -Build Services for the Dinner Key Marina 25 RFP No. 18-19-005 Repairs and Restoration Project products and services are being provided in accordance with the contract documents. J. Liaison Officer: The City and the Design -Builder will designate a Liaison Officer and a Project/Construction Manager who shall be the representative of their respective organizations for the project. K. Computer Automation: The Design -Builder will be required to submit final documents and files which shall include complete Computer -Aided Design and Drafting (CADD) design and coordinate geometry files in electronic format. L. Quality Control: The Design -Builder shall be responsible for providing QC. Construction inspection will be provided by the City. M. Testing: The Design -Builder shall be responsible for all materials testing. The City or its representatives will not perform verification testing services. However, the City reserves the right to perform inspections and testing for verification of compliance with the approved drawings and specifications. N. Adjoining Construction Projects or Events: The Design -Builder shall be responsible for coordinating construction activities with other construction projects or events that will be impacted or may be impacted by this project. This includes projects or events under the jurisdiction of the City. 2.7 Design and Construction Criteria: A. General: The Design -Builder shall be responsible for detailed plan checking as described in the RFP, and in the Design and Construction criteria. Before construction activities can begin, signed and sealed design plans and calculations supporting the design must be reviewed by the City and/or designee. Submittals shall be complete along with all the supporting information necessary for review. Upon approval by the City, the plans will be stamped "Released for Construction" and initialed and dated by the reviewer. Any construction initiated by the Design -Builder prior to receiving signed and sealed plans stamped "Released for Construction" shall be at the sole risk of the Design -Builder. B. Utility Coordination: The Design -Builder shall utilize a single dedicated person responsible for managing all utility coordination. This person shall be contractually referred to as the Utility Coordination Manager and shall be identified in the Design -Builder's proposal. The Design -Builder shall notify the City in writing of any change in the identity of the Utility Coordination Manager. The Design -Builder's Utility Coordination Manager shall be responsible for managing all utility coordination, including, but not limited to, the following: Design -Build Services for the Dinner Key Marina 26 RFP No. 18-19-005 Repairs and Restoration Project 1. Ensuring that all utility coordination and activities are conducted in accordance with the DCP and the requirements of the Contract documents. 2. Identifying all existing utilities and coordinating any new installations, if required. Reviewing proposed utility permit application packages and recommending approval/disapproval of each permit application based on the compatibility of the permit as related to the Design -Builder's plans. 3. Scheduling utility meetings, keeping and distribution of minutes of all utility meetings, and ensuring expedient follow-up on all unresolved issues. 4. Distributing all plans, conflict matrixes and changes to affected utility owners and making sure this information is properly coordinated. 5. Identifying and coordinating the execution and performance under any agreement that is required for any utility work needed for completion of the Project work, if required. Reviewing, approving, signing and coordinating the implementation of all Utility Work Schedules. 6. Resolving utility conflicts. 7. Obtaining and maintaining all appropriate Sunshine State One Call tickets. 8. Performing Constructability Reviews of plans prior to construction activities with regard to the installation, removal, temporary removal, de -energizing, deactivation, relocation, or adjustment of utilities, if required. 9. Providing periodic Project updates to the City's Project Manager as requested. 10. Coordination with the City on any issues that arise concerning reimbursement of utility work costs, if required. The Design -Builder shall be responsible for all utility coordination efforts. These coordination efforts shall include, but are not limited to permitting, review, construction oversight, initiating, drafting, negotiating, and executing all necessary legal agreements, and administering utility coordination meetings and ensuring that all necessary permits are acquired. C. Basis of Design and Work Plan The Design Criteria Package (Attachment A), provides the construction work plan, which is generally described below and served as the basis of the Project permits and approvals. 1. Site Access Access to the project work area will be generally along the waterfront of the marina as construction progresses. Other access considerations include street access for trucks and other equipment, avoidance of natural habitats, aboveground and belowground utilities, and structures along the marina waterfront. 2. Design Documentation, Computations and Quantities The Design -Build Firm shall submit to the City design notes and computations to document the design conclusions reached during the development of the construction plans. Design -Build Services for the Dinner Key Marina 27 RFP No. 18-19-005 Repairs and Restoration Project The design notes and computation sheets shall be fully titled, numbered, dated, indexed, and signed by the designer and the checker. Computer output forms and other oversized sheets shall be folded to a standard size 8'/2" x 11 ". The data shall be in a hard -back folder for submittal to the City. At the project completion, a final set of design notes and computations, signed and sealed by the Design -Build Firm, shall be submitted with the record set of plans and tracings. The design calculations shall include, but not be limited to the following data: ■ Design standards ■ Design calculations ■ Documentation of decisions ■ Survey details 3. Survey Details The DCP provides the surveys completed by the City to date that include Specific Purpose, topographic, hydrographic and marine resource survey data. The Design -Builder shall perform sufficient surveying to verify the information and data required for design and for completion of the permitting process. The Design -Build Firm shall perform a Pre -Construction Survey with the use of video and still photography on the existing dock structures, utilities and adjacent waterfront areas in accordance with FDOT Specification 108. Specifications for each property adjacent to the work areas, identifying the existing structural conditions of the property or any other improvement of such property may be affected by the work. No construction operations will be allowed until the Pre -Construction Survey is completed and submitted to the City. Once the work activities are complete for a phase of the marina, the Design - Build Firm shall perform a Post -Construction Survey and compare with the Pre -Construction Survey identifying any new or additional damage to the property, or to any improvements on such property, as compared to the Pre - Construction Survey. Provide the City with a copy of the Post -Construction Survey and the Specialty Engineer's assessment indicating the presence of damage or no damage, and in the event of damage, the Specialty Engineer's assessment of whether the observed damage in relation to the Pre - Construction Survey is or is not the result of the Design -Build Firm's work. Where no new or additional damage is identified in the Post- Construction Survey, the Design -Build Firm's Specialty Engineer shall, within 30 calendar days, certify no damage was caused by the work. Where new or additional damage is identified in the Post -Construction Survey, the Design -Build Firm's Specialty Engineer shall, within 30 calendar days, determine if the damage could be reasonably attributable to the Design -Build Firm's work, and if such is the case, repair the damage within 30 days. Furnish Post -Construction Survey and related certifications as described above to the City prior to the date of final acceptance per the Contract. Design -Build Services for the Dinner Key Marina 28 RFP No. 18-19-005 Repairs and Restoration Project 4. Reimbursement Reporting The Design -Builder shall be responsible for the preparation, in collaboration with the City's Finance Department, of all reimbursement packages required by FEMA for all intents and purposes of appropriate reimbursements. D. Shop Drawings: The Design -Builder shall be responsible for the preparation and approval of all Shop Drawings. Shop Drawings shall be submitted to the City and shall bear the stamp and signature of the Design -Builder's Engineer of Record (EOR), and Specialty Engineer, as appropriate. The City will review the Shop Drawing(s) to evaluate compliance with project requirements and provide any findings to the Design -Builder. The City's procedural review of shop drawings would be to assure that the Design -Builder's EOR has approved and signed the drawing; the drawing has been independently reviewed and is in general conformance with the plans. The City's review would not be meant to be a complete and detailed review. Shop Drawing submittals must be accompanied by sufficient information for adjoining components or areas of work to allow for proper evaluation of the Shop Drawing(s) submitted for review. E. Sequence of Construction: Construction activities shall not commence until the Pre -Construction Survey is completed and accepted by the City. The Design -Builder shall construct the work in a logical manner and with the following objectives: ■ Minimize impact and disruption to existing marina customers. ■ Maintain safe access to the public along the waterfront and access to occupied slips, as applicable, to marina customers ■ A minimum of three phases of construction is anticipated, with closure of two (2) piers at a time. Construction of all trades with issuance of TCO would be completed so marina customers can reoccupy the wet slips to minimize the impact of loss of revenue to the City during construction. ■ Minimize the impact to utilities ■ Minimize closure durations with all required Maintenance of Traffic (MOT) along waterfront areas ■ Minimize the overall time for construction F. Hours of Operation The construction activities may be undertaken from 8:00 a.m. to 5:00 p.m. Monday through Saturday, six (6) days per week, unless prior approval is provided by the City. G. Stormwater Pollution Prevention Plans (SWPPP): The Design -Builder shall prepare an erosion control plan that complies with the Storm Water Pollution Prevention Plan (SWPPP) as required by the National Pollution Discharge Elimination System (NPDES) for any staging or access areas, if required. Design -Build Services for the Dinner Key Marina 29 RFP No. 18-19-005 Repairs and Restoration Project H. Maintenance of Traffic (MOT): MOT required to complete the project shall consist of lane closures, flagmen, and setting of traffic control equipment and signage for adjacent waterfront work areas and staging areas, as applicable. Temporary parking area and adjacent roadways shall be coordinated with the City Public Works Department as applicable and may also require Miami -Dade County/City of Miami approval. In addition, prior notification of adjacent landowners shall occur. Closure plans shall be developed and submitted to the City and well in advance of anticipated closure dates. I. Environmental Services/Permits: The Design -Build Firm shall be responsible for preparing designs and proposing construction methods that are consistent with the existing permits. J. Landscape Plans: The Design -Build Firm shall relocate and/or restore existing landscaping impacted by the construction and replace same when work is completed. K. Health and Safety: The Design -Build Firm shall utilize a single dedicated person responsible for health and safety throughout the performance of the work to implement, monitor, and enforce the Site Safety Plan. This person shall be contractually referred to as the Health and Safety Manager and shall be identified in the Design -Builder's proposal. The Health and Safety Manager shall have no other duties. The Design -Builder shall notify the City in writing of any change in the identity of the Health and Safety Manager. The Health and Safety Manager shall be approved by the City. Design -Build Services for the Dinner Key Marina 30 RFP No. 18-19-005 Repairs and Restoration Project SECTION 3 RFP GENERAL CONDITIONS 3.1 Acceptance/Rejection The City reserves the right to accept or reject any or all Responses or to select the Proposer that, in the opinion of the City, is in its best interest. The City also reserves the right to reject any Proposer(s) who has previously failed to properly perform under the terms and conditions of a contract, to deliver on time any contracts with the City, and who does not have the capacity to perform the requirements defined in this RFP. Further, the City may waive informalities, technicalities, minor irregularities, and/or request new Responses for the services specified in this RFP and may, at its discretion, withdraw and/or re -advertise the RFP. 3.2 Legal Requirements This RFP is subject to all applicable federal, state, county, City and local laws, codes, ordinances, rules and regulations, the loan documents and the grant agreements, that in any manner affect any and all of the services covered herein. Lack of knowledge by the Proposer shall in no way be cause for relief from responsibility for compliance with these requirements. Proposer shall fully comply with all applicable federal, state and local laws, rules and regulations, loan and grant requirements. The foregoing will be considered as part of the duties of performance of the Proposer under the Contract. 3.3. Non -Appropriation of Funds In the event that insufficient funds are appropriated and budgeting or funding is otherwise unavailable in any fiscal period for this Project, then the City, shall have the unqualified right to terminate the Work Order(s), or Contract upon written notice to the Design -Builder, without any penalty or expense to the City. No guarantee, warranty or representation is made that any particular work or any project(s) will be assigned to any firm(s). 3.4 Business Tax Receipt Proposers shall meet the City's Business Tax Receipt ("BTR") requirements in accordance with Chapter 31, Article II of the City of Miami Code, as amended, and any required Miami -Dade County Business Tax Receipt ("County BTR"). Respondent(s) with a business location outside the City of Miami shall meet all applicable local BTR requirements. A copy of the BTR should be submitted with the Response. The City may, at its sole option, allow the Proposer to submit a copy of their BTR after the Response Submission Due Date. 3.5. Minimum Qualification Requirements A. General Contractor The City of Miami is seeking to procure a qualified and experienced Design -Build Team, as defined in §287.055 Florida Statutes, including a General Contractor (GC), or a marine contractor with a GC license, as the team's lead firm. In general, and subject to limited exceptions below, the General Contractor shall possess a minimum of five (5) years of experience in marine and/or overwater marina utility construction, and hold a current active certified license as a General Contractor under its current business name as authorized to do business in the State of Florida. The City will consider a Proposal from a Design -Builder as responsive where a Proposer has less than the stipulated minimum five (5) years of experience under its current business name where the majority of the Proposer's principals and/or officers have the minimum experience stipulated below, and shall have the relevant professional licenses and/or certifications as required of Key Personnel pursuant to the immediately following Subsection C, below. Proposer must Design -Build Services for the Dinner Key Marina 31 RFP No. 18-19-005 Repairs and Restoration Project include documentation substantiating the above stated as part of its Response for the City to consider crediting the years of experience from the Proposer under its previous name. In addition, the General Contractor shall have experience as the prime contractor for at least three (3) completed projects of similar scope and complexity (e.g., marine structures, marina improvements/repairs, and marina (overwater) utilities), with contract values of $5 million within the last ten (10) years. The General Contractor must have a proven record of successfully completing projects consisting of the following components: marine demolition, marine construction, marine structural repairs (i.e. spalls, cracks, etc.), pile driving and associated dock construction, marina utilities (including state-of-the-art shore power distribution and pedestals, utility service installation, security/communication systems, marina fire protection, sewage pump -out, and marina plumbing), conducting marine construction in operating marinas while minimizing disruption to marina customers and conducting construction for public projects. The General Contractor must have a proven track record of coordination of the trades required for structural, mechanical, plumbing, and electrical work required for the marina rehabilitation. Each Proposer interested in responding to this RFP shall provide information on the firm's qualifications and experience, qualifications of the project team, members and staff on previous work of similar scope and complexity. For the City to consider a referenced project as complete, the Proposer shall provide documentation of completion. Copies of such documentation shall be provided for each project being submitted to demonstrate meeting the Minimum Requirements. See Section 4.0 "Instructions for Submitting a Proposal: Submission Requirements" for further direction. Proposals that do not completely adhere to all requirements may be considered non -responsive and eliminated from the process. Additional submission qualifications may be stated in Section 4.0, "Instructions for Submitting a Proposal". Failure to include all documentation required above with the Response, will result in a determination of non -responsive. As excerpted from Section 287.055, Florida. Statutes: "Design -build firm" means a partnership, corporation, or other legal entity that: 1. Is certified under s. 489.119 to engage in contracting through a certified or registered general contractor or a certified or registered building contractor as the qualifying agent; or 2. Is certified under s. 471.023 to practice or to offer to practice engineering; certified under s. 481.219 to practice or to offer to practice architecture; or certified under s. 481.319 to practice or to offer to practice landscape architecture. (i) A "design -build contract" means a single contract with a design -build firm for the design and construction of a public construction project. (j) A "design criteria package" means concise, performance -oriented drawings or specifications of the public construction project. The purpose of the design criteria package is to furnish sufficient information to permit design -build firms to prepare a bid or a response to an agency's request for proposal, or to permit an agency to enter into a negotiated design -build contract. The design criteria package must specify performance -based criteria for the public construction project, including the legal description of Design -Build Services for the Dinner Key Marina 32 RFP No. 18-19-005 Repairs and Restoration Project the site, survey information concerning the site, interior space requirements, material quality standards, schematic layouts and conceptual design criteria of the project, cost or budget estimates, design and construction schedules, site development requirements, provisions for utilities, stormwater retention and disposal, and parking requirements applicable to the project. (k) A "design criteria professional" means a firm who holds a current certificate of registration under Chapter 481 to practice architecture or landscape architecture or a firm who holds a current certificate as a registered engineer under Chapter 471 to practice engineering and who is employed by or under contract to the agency for the providing of professional architect services, landscape architect services, or engineering services in connection with the preparation of the design criteria package. B. Lead Engineer/Design Manager Firm The City of Miami is seeking to procure a qualified and experienced Design -Build Team, as defined in §287.055 Florida Statutes, including an engineering/design manager firm, as the team's lead design firm. The Lead Engineer/Design Manager must be a licensed, registered, and practicing engineering firm authorized to conduct business in the State of Florida for the last five (5) years under its current business name (current business name means the actual official name on file with the State of Florida of the business entity or firm submitting the Proposal), as of Proposal Submission Due Date. The managing principal/s of the Lead Engineer/Design Manager must be registered engineer/s under Chapter 471, Florida Statutes, to practice engineering. In addition, the Lead Engineer/Design Manager shall have experience as the Engineer of Record for at least three (3) projects of similar scope and complexity (e.g., marine structures, marina improvements/repairs, and marina (overwater) utilities), with contract values of $5 million or more within the last 10 years. The Lead Engineer will act as the Design Manager, and will be considered the Design -Builder's Engineer of Record for at least one of the required trades (i.e., structural, mechanical, plumbing or electrical). C. Key Personnel The Design -Builder's work shall be directed and performed by Key Personnel identified in the Technical Proposal by the Design -Builder, and shall consist of the following list of individuals: ■ Project Manager ■ Construction Manager ■ Structural Engineer ■ Fire Protection Engineer ■ Plumbing Engineer ■ Electrical Engineer ■ Special Inspector(s) — as required for each trade ■ Quality Assurance/Quality Control (QA/QC) Manager Design -Build Services for the Dinner Key Marina 33 RFP No. 18-19-005 Repairs and Restoration Project ■ Utility Coordination Manager ■ Health and Safety Manager Minimum Qualifications for the Key Personnel shall consist of the following: ■ Project Manager shall have a minimum of eight (8) years of experience (e.g., responsible for directing and coordinating all activities throughout the life of the project) for at least three (3) projects of similar scope and complexity (e.g., marina construction or redevelopment for marina facilities greater than 50 wet slips), with a contract values of $5 million or more. The Project Manager is not expected to be on -site at all times. ■ Construction Manager shall have a minimum of eight (8) years of experience serving as a construction manager (e.g., responsible for the principal and lead person on -site planning, coordination, and control of the project, daily management of construction activities and personnel and administration of the construction contract) for at least three (3) projects of similar scope and complexity (e.g., marine structures, marina improvements/repairs, and marina (overwater) utilities), preferably with municipal/county project experience with contract values of $5 million or more. The Construction Manager is expected to be on -site a minimum of 60% of the time. ■ Structural Engineer shall be a professional engineer (PE) licensed in the State of Florida with a minimum of eight (8) years of experience (e.g., responsible for creating drawings and specifications, performing calculations, reviewing the work of other engineers and observing construction activities) for at least three (3) projects of similar scope and complexity (e.g., marine structures, marina improvements/repairs, and marina (overwater) utilities), preferably with municipal/county project experience with contract values of $5 million or more. This requirement must be met prior to submission of a proposal in response to this RFP. In the event this Key Personnel met/exceeded the requirements noted above in another state(s), and have initiated the process to obtain the Florida P.E., the license from the other state(s) must be submitted at the time of submission of the proposal. ■ Fire Protection Engineer shall be a professional engineer (PE) licensed in the State of Florida with a minimum of eight (8) years of experience (e.g., responsible for creating drawings and specifications, performing calculations, reviewing the work of other engineers and observing construction activities) for at least three (3) projects of similar scope and complexity (e.g., marine structures, marina improvements/repairs, and marina (overwater) utilities), preferably with municipal/county project experience with contract values of $5 million or more. This requirement must be met prior to submission of a proposal in response to this RFP. In the event this Key Personnel met/exceeded the requirements noted above in another state(s), and have initiated the process to obtain the Florida P.E., the license from the other state(s) must be submitted at the time of submission of the proposal. ■ Plumbing Engineer shall be a professional engineer (PE) licensed in the State of Florida with a minimum of eight (8) years of experience (e.g., responsible for creating drawings and specifications, performing calculations, reviewing the work of other engineers and observing construction activities) for at least three (3) Design -Build Services for the Dinner Key Marina 34 RFP No. 18-19-005 Repairs and Restoration Project projects of similar scope and complexity (e.g., marine structures, marina improvements/repairs, and marina (overwater) utilities), preferably with municipal/county project experience with contract values of $5 million or more. This requirement must be met prior to submission of a proposal in response to this RFP. In the event this Key Personnel met/exceeded the requirements noted above in another state(s), and have initiated the process to obtain the Florida P.E., the license from the other state(s) must be submitted at the time of submission of the proposal. ■ Electrical Engineer shall be a professional engineer (PE) licensed in the State of Florida with a minimum of eight (8) years of experience (e.g., responsible for creating drawings and specifications, performing calculations, reviewing the work of other engineers and observing construction activities) for at least three (3) projects of similar scope and complexity (e.g., marine structures, marina improvements/repairs, and marina (overwater) utilities), preferably with municipal/county project experience with contract values of $5 million or more. This requirement must be met prior to submission of a proposal in response to this RFP. In the event this Key Personnel met/exceeded the requirements noted above in another state(s), and have initiated the process to obtain the Florida P.E., the license from the other state(s) must be submitted at the time of submission of the proposal. ■ Special Inspector(s) shall be a professional engineer (PE) licensed in the State of Florida with a minimum of eight (8) years of experience (e.g., responsible for inspection of structural, mechanical, plumbing, and electrical trades) for overwater projects in accordance with Florida Building Code and City building permit requirements. Multiple inspectors may be required for each trade, depending on the engineer's qualifications/experience. Due to insurance requirements, the City building permit may require the Design -Builder to perform special inspections, on behalf of the City building department, for overwater construction. The Special Inspector will also be required to monitor pile driving, perform required materials testing (i.e. concrete cylinders, etc.) and perform required Quality Control/Quality Assurance inspection of materials, as applicable. Engineer(s) must have demonstrated project experience for at least three (3) projects of similar scope and complexity, preferably with marina and marina utility construction. This requirement must be met prior to submission of a proposal in response to this RFP. In the event this Key Personnel met/exceeded the requirements noted above in another state(s), and have initiated the process to obtain the Florida P.E., the license from the other state(s) must be submitted at the time of submission of the proposal. ■ Construction Quality Assurance/ Quality Control (QA/QC) Manager shall have a minimum of eight (8) years of experience (e.g., responsible for managing and performing the daily Quality Assurance/Quality Control to ensure the project is constructed in accordance with the established minimum standards serving as a QA/QC manager for at least three (3) projects of similar scope and complexity (e.g., marine structures, marina improvements/repairs, and marina (overwater) utilities), preferably with municipal/county project experience with contract value of $5 million or more, and have a Construction Quality Management for Contractors certification. Design -Build Services for the Dinner Key Marina 35 RFP No. 18-19-005 Repairs and Restoration Project • Utility Coordination Manager shall have a minimum of eight (8) years of experience performing utility coordination in accordance with City, County, Florida Department of Transportation (FDOT), Miami -Dade County Water and Sewer Department (WASD), City of Miami Public Works, City of Miami Fire and Rescue Department, FPL, and communication services. Manager shall have experience with utility standards, policies, and procedures, knowledge of the City, County, FDOT, or other utility plans production process and utility coordination practices and knowledge of City, County, FDOT, or other utility agreements, standards, policies, and procedures. • Health and Safety Manager shall have a minimum of eight (8) years of experience serving as a health and safety manager for at least three (3) projects of similar scope and complexity (e.g., marine structures, marina improvements/repairs, and marina (overwater) utilities, preferably with municipal/county project experience with contract values of $5 million or more) possess a current certification in cardiopulmonary resuscitation (CPR) and multimedia first aid (and attended refresher training within the past 12 months), knowledge of emergency preparedness techniques and considerations, including onsite accidents/exposure, procedures for medical emergencies and heat stress and cold stress prevention, symptomology, and treatment, specific familiarity with OSHA regulations for general industry (29 CFR 1910) and the construction industry (29 CFR 1926). OSHA 10-hour Construction Safety training preferred, experience in implementing the above -cited OSHA regulations as a designated Health and Safety Manager, experience working on marine construction sites, experience with the types of activities that will be conducted at the Site. Subsequent to submission of a Response and prior to award of a Contract, Key Personnel shall not be changed. Respondents shall not change any member of their Key Personnel without just cause and must obtain prior written approval by the City's Project Manager. The City reserves the right to request additional documentation as required by the RFP. If the City does not accept the proposed change(s) the Response will be rejected and not considered for award. All references required above, and offered by the Design -Builder to attest to its own previous project experience, as well as that of its sub-consultants/sub-contractors, must be included in the Design -Builder's Proposal. References forms will not be unlocked, and must be filled out either in handwritten form or typed manually, and signed in original by the project's Owner. Failure to submit the reference forms will result in the Proposal being deemed non -responsive. D. Field Personnel The Design -Builder's field personnel, including applicable Key Personnel, shall have completed 40-Hour HAZWOPER OSHA Training (OSHA 29 CFR 1910.120(e)(4) and possess a current certification. 3.6 Public Entity Crimes In accordance with 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 response on a contract to provide any goods or services to a public entity, may not submit a response on a contract with a public entity for the construction or repair of a public building or public work, may not submit responses on leases of real property to a public entity, may not be Design -Build Services for the Dinner Key Marina 36 RFP No. 18-19-005 Repairs and Restoration Project awarded or perform work as a contractor, design -builder, supplier, subcontractor, 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 287.017, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. Violation of this section by Proposer shall result in rejection of the Response, cancellation of the Contract (if awarded) and may result in Proposer's debarment. 3.7. Resolution of Protests Any actual or prospective contractual party who feels aggrieved in connection with the solicitation or award of a contract may protest in writing to the Chief Procurement Officer who shall have the authority, subject to the approval of the City Manager and the City Attorney, to settle and resolve a protest subject to final approval by the City Commission. Proposers are directed to Section 18- 103 through 107 of the City Code, Ordinance No. 12271 (the City of Miami Procurement Code) describing the protest procedures. Protests failing to meet the filing requirements shall NOT be accepted. Failure of a party to timely file shall constitute a forfeiture of such party's right to file a protest. NO EXCEPTIONS TO THIS REQUIREMENT. 3.8 Review of Responses for Responsiveness Each Response will be reviewed to determine if it is responsive to the submission requirements outlined in the RFP. A "responsive" Response is one which meets the requirements of the RFP and is submitted in the format outlined in the RFP, is of timely submission, can be evaluated in accordance with the Evaluation Criteria, and has appropriate signatures/attachments as required on each document. Failure of the Proposer to provide the information as required under Section 4 of the RFP may result in a rejection of the proposal as non -responsive. 3.9. Collusion The Proposer, by submitting a Response, certifies that its Response is made without previous understanding, agreement or connection either with any person, firm, or corporation submitting a Response for the same services, or with any City department. The Proposer certifies that its Response is fair, without control, collusion, fraud, or other illegal action. The Proposer further certifies that it is in compliance with the conflict of interest and code of ethics laws. The City will investigate all situations where collusion may have occurred and the City reserves the right to reject any and all Responses where collusion may have occurred. 3.10. Clarifications The City reserves the right to request clarifications of information submitted and to request any necessary supporting documentation or information of one or more Proposers after the deadline for submission of Responses. 3.11. Audit Rights and Records Retention The Successful Proposer agree to provide access at all reasonable times to the City, or to any of its duly authorized representatives, to any books, documents, papers, invoices, receipts, reimbursement information and records of Proposer which are directly pertinent to this RFP, the contract, the loan reimbursement and grant reimbursement, for the purpose of audit, examination, excerpts, and transcriptions. The Successful Proposer shall maintain and retain any and all of the books, documents, papers and records pertinent to the Contract for five (5) years after the City makes final payment and all other pending matters are closed. Proposer's failure to or refusal to comply with this condition shall result in the immediate termination of the Contract (if awarded) by the City. Design -Build Services for the Dinner Key Marina 37 RFP No. 18-19-005 Repairs and Restoration Project 3.12. Proposal Bond Forfeited/Liquidated Damages The Proposal Bond is conditioned upon the Successful Proposer submitting the specified Payment and Performance Bond upon award. Failure to execute the Contract and submit the Payment and Performance Bond when required, shall be just cause for the annulment of the award and the forfeiture of the Proposal Bond, which forfeiture shall be considered, not as a penalty, but in mitigation of damages sustained by the City in having to re -issue this RFP. 3.13. Public Records Design -Build Firm/consultant/provider shall additionally comply with the provisions of Section 119.0701, Florida Statutes, entitled "Contracts; public records." IF THE PROPOSER HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE PROPOSER'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT, CONTACT THE DIVISION OF PUBLIC RECORDS AT (305) 416-1800, VIA EMAIL AT PUBLICRECORDSMIAMIGOV.COM, OR REGULAR MAIL AT CITY OF MIAMI OFFICE OF THE CITY ATTORNEY, 444 SW 2ND AVENUE, 9TH FL, MIAMI, FL 33130. THE PROPOSER MAY ALSO CONTACT THE RECORDS CUSTODIAN AT THE CITY OF MIAMI DEPARTMENT WHO IS ADMINISTERING THIS CONTRACT. 3.14. Conflict of Interest Proposers, by responding to this RFP, certify that to the best of their knowledge or belief, no elected/appointed official or employee of the City is financially interested, directly or indirectly, in the purchase of goods/services specified in this RFP. Any such interests on the part of the Proposer or its employees must be disclosed in writing to the City. Further, Proposers must disclose the name of any City employee who owns, directly or indirectly, an interest of five percent (5%) or more of the total assets of capital stock in the Proposer firm. 3.15. Debarred/Suspended Vendors An entity or affiliate who has been placed on the State of Florida debarred or suspended vendor list may not a) submit a response on a contract to provide goods or services to a public entity; b) may not submit a response on a contract with a public entity for the construction or repair of a public building or public work; c) may not submit response on leases of real property to a public entity, may not award or perform work as a contractor, design -builder, supplier, subcontractor, or consultant under contract with any public entity; and d) may not transact business with any public entity. 3.16. Nondiscrimination Proposer agrees that it shall not discriminate as to race, sex, color, age, religion, national origin, marital status, or disability in connection with its performance under this RFP. Furthermore, Proposer agrees that no otherwise qualified individual shall solely by reason of his/her race, sex, color, age, religion, national origin, marital status or disability be excluded from the participation in, be denied benefits of, or be subjected to, discrimination under any program or activity. 3.17. Conflict Of Interest, and Unethical Business Practice Prohibitions Proposer represents and warrants to the City that it has not employed or retained any person or company employed by the City to solicit or secure the award of the Contract and that it has not offered to pay, paid, or agreed to pay any person any fee, commission, percentage, brokerage fee, or gift of any kind, contingent upon or in connection with, the award of the Contract. Design -Build Services for the Dinner Key Marina 38 RFP No. 18-19-005 Repairs and Restoration Project 3.18. Community Business Enterprise Requirements The City Manager or designee has made a written finding that deems the requirements of the Community Business Enterprise requirements set forth in Section 18-87(p), City Code, are not applicable to this Request for Proposals due to unique nature of the highly specialized work being required. The city manager or designee deems the requirements unfeasible prior to issuance of the competitive selection document in which case the requirements of this section will be stated as not being applicable in the competitive selection document; unfeasible prior to issuance of the competitive selection document in which case the requirements of this section will be stated as not being applicable in the competitive selection document; Please be advised that due to the foregoing determination this RFP has no Community Business Enterprise ("CBE") participation requirements. 3.19. Local Workforce Participation Requirements The City Manager or designee has made a written finding that Local Workforce Participation requirements set forth in Section 18-89(f), City Code, are not feasible for this RFP due to the unique nature of the highly specialized work being required. Please be advised that due to the foregoing determination this RFP has no Local Workforce Participation requirements. 3.20. Additional Terms and Conditions No additional terms and conditions included with the solicitation response shall be evaluated or considered, and any and all such additional terms and conditions shall have no force or effect and are inapplicable to this solicitation. If submitted either purposely, through intent or design, or inadvertently, appearing separately in transmittal letters, specifications, literature, price lists or warranties, it is understood and agreed that the General and Special Conditions in this solicitation are the only conditions applicable to this solicitation and that the Respondent's authorized signature affixed to the bidder's/proposer's acknowledgment form attests to this. Design -Build Services for the Dinner Key Marina 39 RFP No. 18-19-005 Repairs and Restoration Project SECTION 4 INSTRUCTIONS FOR SUBMITTING A RESPONSE Submit the following information and documents with Proposer's Response to this RFP. Failure to do so may deem your Response non -responsive. Non -responsive submittals will receive no further consideration. 4.1. Submission Requirements Each Proposal (Step 1 and Step 2) must contain the documents and forms required by Sections 4.1.A and 4.1.B, as appropriate, each fully completed, and signed as required. Proposers shall prepare their Proposals utilizing the same format outlined below in Section 4.1.C. A tabbed divider identifying the corresponding section number shall separate each section of the Proposal as stipulated in 4.1.C. Proposers are not to submit any information in response to this RFP that has not been requested, or which the Proposer considers confidential. Submission of any confidential information will be deemed a waiver of any confidentiality or other such protection, which would otherwise be available to the Proposer, except as specifically permitted under Florida Statute. Proposers are not to include any documents not specifically required or requested, including, but not limited to; media and public relations literature, annual reports, pictures, etc. Such documentation will not be considered and will be redacted from the copies provided to the Evaluation Committee. The submission of such documentation may adversely affect the evaluation of the Proposal by the Evaluation Committee. Page limitations may be established for each City Form as well as other documents. Any pages submitted in excess of the page limitations will be redacted or removed and not provided to the Evaluation Committee. The font size and type for City Forms are set and cannot be changed. Proposer shall use the font style Times New Roman or Arial, with a font size of 11 or 12, with normal margins and spacing, for any other information or documents being submitted. The original Proposal document package must not be bound, however, spiral binding and binder clips are acceptable for the submission of the document copies. One (1) unbound original and six (6) copies in digital format (on CD-ROM or USB in .pdf file format) of the complete Step 1 (qualifications and experience only, from all interested Proposers) must be received by the Submission Due Date specified in this RFP. One (1) unbound original and six (6) copies in digital format (on CD-ROM or USB in .pdf file format) of the complete Step 2 (Technical and Price Proposals for Base and Additive Alternatives) must be received from teams shortlisted for oral presentations on a date to be determined at the appropriate time, and notified accordingly. The Price Proposal (Base and Additive Alternatives) must be submitted in a separate sealed envelope or package (refer to Section 1.2). Proposers should also make every effort to utilize recycled paper in preparing its proposal. Double sided printing is permitted, provided that the Proposal complies with the format set forth in Sections 4.A and 4.C. Do not include additional information not requested in this RFP, unless specified in the form of an Addendum. This RFP requires the use and submission of specific City forms. These City forms shall not be expanded or altered. Additional pages may be added, unless the form specifically states that pages cannot be added. If applicable, additional pages must be labeled with the solicitation number and as a continuation of the City form(s). Failure to utilize the City Forms will result in the rejection of the Proposal as non- responsive. Design -Build Services for the Dinner Key Marina 40 RFP No. 18-19-005 Repairs and Restoration Project STEP 1 PROPOSAL (Open to all interested Proposers) The content and form of the Step 1 Proposal (Qualifications and Experience, only) should present a clear, comprehensive, and well documented representation of the Proposer and the design - build team's qualifications and experience. The Proposer's Step 1 Proposal must demonstrate how the Design -Build team is qualified to meet or exceed the evaluation criteria described in Section 5(B), and how the team's past performance on similar projects may provide an understanding of how the Proposer is best suited to meet the challenges of the scope of work, as described in Section 2.0 RFP Scope of Services. The Step 1 Proposal must contain sufficient information to enable the Evaluation Committee to evaluate each of the criteria to be used in scoring the required minimum qualifications and experience. The Step 1 Proposal will be assigned a maximum of four hundred (400) points by each Evaluation Committee member. STEP 2 PROPOSAL (Open to Shortlisted Proposers, only) The content and form of the Step 2 Proposal (Technical Proposal + Price Proposal) should present a clear, comprehensive, and well documented representation, understanding and commitment of how the Proposer intends to implement and fulfill all line items listed in Section 2.0 RFP Scope of Services and the requirements of the Contract. It should also show clearly how the Proposer intends to administer, coordinate, and complete all requirements of the design - build Project with special emphasis on design quality control and construction quality assurance. The technical portion of the Proposal must contain sufficient information to enable the Evaluation Committee to evaluate each of the criteria to be used in scoring the Technical Proposals. The Technical Proposal and the Price Proposal will be assigned a maximum of three hundred (300) points individually by each Evaluation Committee member, for a total maximum score of six hundred (600) points. Innovative Approach Proposers should clearly understand the City's goals to restore the marina to operating condition as outlined in the Industry Day Presentation. The DCP outlines the "replacement -in -kind" approach in conjunction with required building code upgrades for the various construction trades. The City will be requesting reimbursement from funding sources including but not limited to, insurance and FEMA. Alternates are included in the line items of the bid forms that will improve the resiliency of the marina and utilities to future storms in accordance with FEMA guidelines for "mitigation." However, the City will consider innovative approaches that can reduce the time, cost, or other benefits or reduce the risk to the City. Innovative approaches should be limited to the Design - Build Firm's means and methods, approach to the Project, etc. A Proposer shall propose on the "base" proposal consistent with the DCP and the bid form, as well as on the Additive Alternatives 1 through 3. A. PROPOSAL FORMAT Required RFP forms for Section A - Articles 2-10 are available on the OCI website at: http://www.miamigov.com/capitalimprovements/pages/ProcurementOpportunities/ProjectPa qes/RFP Forms.asp. Design -Build Services for the Dinner Key Marina 41 RFP No. 18-19-005 Repairs and Restoration Project STEP 1 - Qualifications of the Design -Build Team (Open to all Proposers) Table of Contents 1. Proposal Cover Letter (Form RFP-PCL, maximum 1 page) Proposer shall complete and submit Form RFP-PL for this section of the Response. 2. Proposal Narrative (Form RFP-PN, maximum 2 pages) Narrative is to explain the specific reasons why the Proposer is the most qualified and best choice to be awarded this Project. Proposer shall use RFP-N. 3. Qualifications of the ProposerjForm RFP-QP) Proposer shall complete and submit Form RFP-QP for this section of its Proposal. The Proposer shall be licensed, registered, and a practicing General Contractor or Marine Contractor, authorized to conduct business in the State of Florida for the last five (5) years under its current business name (current business name means the actual official name on file with the State of Florida of the business entity or firm submitting the Proposal), as of Proposal Submission Due Date. Licenses, certificates of authorization, and any other pertinent information shall be submitted which demonstrates the Proposer's ability to satisfy all of the minimum qualification requirements identified in Section 3.5, "Minimum Qualification Requirements." Proposers must disclose, in detail, any and all judgments, suits, claims, arbitrations, and back charges asserted or awarded against the Proposer or any proposed Sub- Consultant/Sub-Contractor in the past seven (7) years where the threshold exceeded one hundred thousand dollars ($100,000). Proposals which do not contain such documentation may be deemed non -responsive. No company brochures are to be included as part of the Proposal (1 form — 3 pages maximum). 4. Experience of the Proposer (Form RFP-EP) Proposer shall complete and submit Form RFP-EP for this section of its Proposal to provide a comprehensive summary of the Proposer's experience and qualifications in providing services of equal or greater scope, size, and complexity that best represent its ability to complete the Project. The Proposer MUST have served as General Contractor or Marine Contractor and have the minimum experience required in Section 3.5, "Minimum Qualification Requirements," above. Proposers shall submit referenced projects including: client name, address, phone number, description of work, the year the project was commenced and completed, total construction cost, the number of full time personnel assigned to the project, and the total value of the project in terms of the entire cost, including design. Failure to submit the three (3) projects of similar scope and complexity (e.g., marine structures, marina improvements/repairs, and marina (overwater) utilities, with contract value of $5 million within the past ten (10) years, shall result in a non -responsive determination for the Proposal. 5. Qualifications of the Lead Engineer/Design Manager (Form RFP-QLE) Proposer shall complete and submit Form RFP-QLE for this section of its Proposal. The Lead Engineer/Design Manager shall be a licensed, registered, and practicing engineering firm authorized to conduct business in the State of Florida for the last five (5) years under its current business name (current business name means the actual official name on file with the State of Florida of the business entity), as of Proposal Submission Due Date. Licenses, certificates of authorization, and any other pertinent Design -Build Services for the Dinner Key Marina 42 RFP No. 18-19-005 Repairs and Restoration Project information shall be submitted which demonstrates the Lead Engineer/Design Manager's ability to satisfy all of the minimum qualification requirements identified in Section 3.5, "Minimum Qualification Requirements." 6. Experience of the Lead Engineer/Design Manager (Form RFP-ELE) Proposer shall complete and submit Form RFP-ELE for this section of its Proposal to provide a comprehensive summary of the Lead Engineer/Design Manager's experience and qualifications in providing services of equal or greater scope, size, and complexity that best represent its ability to complete the design portion of the Project. The Lead Engineer/Design Manager MUST have the minimum experience required in Section 3.5, "Minimum Qualification Requirements," above. Lead Engineer/Design Manager shall submit referenced projects including: client name, address, phone number, description of work, the year the project was commenced and completed, total design fees paid, the number of full time personnel assigned to the project, and the total value of the project in terms of the entire cost. Failure to submit the three (3) projects of similar scope and complexity (e.g., marine structures, marina improvements/repairs, and marina (overwater) utilities, with contract value of $5 million within the past ten (10) years, shall result in a non -responsive determination for the Proposal. 7. Qualifications of Key Personnel (Forms as Shown Below) Proposers shall complete and submit a resume for each position shown below, which reflects their relevant expertise and experience (Maximum 1 page per individual). In addition, Proposers shall submit three (3) completed projects for each Key Personnel, in order to demonstrate that the individuals listed below meet the minimum experience and qualification requirements identified in Section 3.5, "Minimum Qualification Requirements," above. Information provided on these forms shall support the projects/experience included in the Key Personnel resumes: ■ Form RFP-EPM for the Project Manager; ■ Form RFP-ECM for the Construction Manager; ■ Form RFP-ESE for the Structural Engineer; ■ Form RFP-EFPE for the Fire Protection Engineer; ■ Form RFP-EPLE for the Plumbing Engineer; ■ Form RFP-EELE for the Electrical Engineer ■ Form RFP-ESI for the Special Inspector; ■ Form RFP-EQC for the Quality Assurance/Quality Control Manager; ■ Form RFP-EUC for the Utility Coordination Manager; and ■ Form RFP-EHSM for the Health and Safety Manager If additional space is necessary, Proposers may use a separate page and shall identify the applicable form appropriately. Where the City does not provide specific forms to be utilized, the Proposer shall provide the information in a format acceptable to the City. 8. List of Similar Projects Provide a listing of where Key Personnel have worked together previously on projects of a similar scope and complexity. Identify the Key Personnel who worked together. Design -Build Services for the Dinner Key Marina 43 RFP No. 18-19-005 Repairs and Restoration Project Identify the project(s), the names of the personnel, their title, and role in the project, and if the work was performed while working with or for another firm. Provide the project description(s), a brief description of the scope, and the final cost of the Project (Maximum 1 page for this listing). 9. List of Governmental Projects Provide a listing of governmental projects requiring funding and reporting compliance (e.g., grants, loans, etc.) (Maximum 1 page for this listing). 10. Proposer's Organizational Chart Organization chart of the Project Team indicating Key Personnel and their relationship(s). 11. Form C-1 List of Subconsultants/Subcontractors 12. Insurance Capability Letter 13. Letter from Bonding Surety 14. Joint Venture Form (if applicable 15. Acknowledgement of Addenda, Reference Documents and Proposer Information Forms (Section 6.0) and Attachments • Signed Addenda • RFP Information Forms • Certificate of Authority • Debarment and Suspension Forms, Acknowledgement of Reference Documents, Exhibits and Attachments Note: OSHA HAZWOPEAR 40 hour Course training (that meets 29 CFR 1910.120) is a requirement if the project, and as such, proof of completion for both the 40-hour training and any subsequent annual 8-hour refresher training is required. STEP 2 — Technical Proposal of the Design -Build Team (Open to Shortlisted Teams) ENVELOPE 1 Table of Contents 1. Design and Construction Approach and Process Proposer shall complete and submit Form RFP-DCAP for this section of its Response. Proposers shall demonstrate how the project will be implemented with requirements pursuant to the intended design -build Contract. The Proposers shall demonstrate knowledge of the project objectives/goals and existing field conditions, identify potential design and construction/build issues, and present a comprehensive plan for completing the specified work established in Section 2.0 RFP Scope of Services. The Response should demonstrate efficient use of manpower, materials, equipment, design methodology, construction methodology, and techniques for completing the project efficiently within the constraints outlined in Section 2.0 - RFP Scope of Services and the attached Contract. Design -Build Services for the Dinner Key Marina 44 RFP No. 18-19-005 Repairs and Restoration Project 2. Technical Capabilities and Methodology Proposer shall complete and submit Form RFP-T for this section of its Response. Provide a comprehensive explanation of the Project Team's technical capabilities in the following areas and how they specifically apply to and will be utilized for this Project: • Value Engineering - Describe approach to reducing overall project costs and minimizing project schedule used in determining the Proposer's Price Proposal. Describe the operational, material quality, technical and/or cost benefit to incorporating value engineered items. • Quality Control and Quality Assurance - (Design and Construction): Document the policies and procedures for quality control and assurance as it specifically relates to Section 2.0 RFP Scope of Services. Describe other management procedures to ensure that the design and construction complies with City of Miami standards, permitting agency requirements, profession/industry standards, and any other pertinent requirements. • Coordination - Address processes for assuring proper coordination, including MOT, pedestrian and marina customer safety, is maintained at all times during the Project. At a minimum, the coordination plan shall include coordination with the following: ❖ City of Miami Office of Capital Improvements ❖ City of Miami DREAM (marina management) ❖ DERM ❖ FDEP ❖ USACE ❖ Utility Owners including, but not limited to, FPL and Miami -Dade County WASD ❖ Sub-consultants/Sub-contractors/Suppliers ❖ Adjacent Property Owners and projects ❖ Others 3. Project Schedule The Proposer shall demonstrate adequacy of their proposed project schedule. Identify the "Critical Path" and any "Long Lead Time" items. The schedule shall reflect 14 days for each City review, and must fit on an 8 1/2" X 14" page. Based on the proposed project schedule, the Proposer shall provide a project spend down curve. The spend down curve shall fit on an 8 1/2" X 14" page. 4. Professional Licenses 5. State of Florida Corporate Certificate/s 6. Business Tax Receipt/s Design -Build Services for the Dinner Key Marina 45 RFP No. 18-19-005 Repairs and Restoration Project ENVELOPE 2 (Separate from Technical Proposal) 1. Price Proposal Form (shall be submitted in a separate sealed envelope or package; refer to Section 2B above for submission of Price Proposal) 1.1 Submission of Price Proposal The Price Proposal shall be submitted in a separate sealed envelope concurrent with the submittal of the Technical Proposal, utilizing the Price Proposal Form. The Price Proposal shall consist of line item costs for design and construction of the project described in Section 2.0 - RFP Scope of Services, supported by separate costs for design and construction. The Price Proposal shall be based upon and include any and all costs or expenses to be incurred by the Proposer in completing all aspects of the design - build Project, including but not limited to design, plans approval, permitting, construction, certification, close-out and start-up of the Project. The Price Proposal, in addition to all direct costs and expenses, shall include all other costs and expenses including but not limited to such costs as the Proposer's general, administrative and overhead costs; project management and supervisory costs; all fees, charges and taxes; labor, direct and indirect payroll costs; insurance and bond costs; cost of equipment, material, tools and transportation; and operating margin (profit). Price Proposals are submitted for the purposes of determining the Successful Proposer and establish the maximum potential value of the Contract to be awarded by the City. The City, at its sole discretion, may conduct further negotiations to determine the final value of the Contract to be awarded and may request a detailed proposed schedule of values based on the Price Proposal. Price Proposals shall be submitted in separate sealed envelopes or containers from the Base Proposal and the Additive Alternatives Proposal. Envelopes must be clearly marked to identify each Proposal. 1.2 Proposal Errors Where Price Proposal Forms have erasures or corrections, the Proposer must initial each erasure or correction in ink. In case of unit Price Proposal items, if an error is committed in the extension of an item, the written unit price as shown on the Price Proposal Form will govern. Errors between any sum, computed by the Proposer and the correct sum will be resolved in favor of the correct sum. Any discrepancy between words and numbers will be resolved in favor of the written word. Use of any other forms will result in the rejection of the Response as non- responsive. 1.3 Cost and Pricing Data The City may require the successful Proposer to provide, for itself, Subconsultant(s), and Subcontractor(s), any or all of the following documentation to support the Price Proposal as a condition precedent to execution of a Contract. ■ Current audited financial statement(s) for the most recently completed fiscal year clearly showing the costs (not percentage) of direct labor, indirect labor, fringe benefits, general administrative costs and overhead and a statement of profit or operating margin requested. Design -Build Services for the Dinner Key Marina 46 RFP No. 18-19-005 Repairs and Restoration Project ■ Raw labor rates by labor or professional classification certified as accurate by an officer of the company. ■ Breakdown of the fee by task/labor classification and raw or billable hourly rate/number of hours. ■ Scope of work and fee proposal from each Subcontractor supporting the above summary, on Subcontractor's letterhead. The Scope of Work for each Subcontractor must support the Scope of Work of the Contract. ■ Updated information reflecting information resulting from negotiation of the Contract. ■ Copy of current Florida Department of Transportation (Notice of Qualification). 1.4 Evaluation of Price Proposal The Price Proposal submission will be assigned a maximum of three hundred (300) points by each Evaluation Committee member. The Price Proposal will be evaluated in the following manner: a. The responsive Proposal with the lowest total Price Proposal will be given the full weight as identified above. b. Every other Response will be given points proportionally in relation to the lowest price. This point total will be calculated by dividing the lowest price by the total price of the Price Proposal being evaluated with the result being multiplied by the maximum weight for the price to arrive as a cost score of less than the full score for price. See both examples below: Example 1: Price Score = (Lowest Price Proposed) / (Proposer's Proposed Price) X (Total Points for Price) Example 2: ($250,000 [lowest price proposed]) / ($320,000 [other Proposer's proposed price]) X (300 [total points for price]) = 234.38 - Price Score out of a maximum 300 points. Failure of the Proposer to provide all of the required pricing detail may be cause for rejection of the Proposal as non -responsive, or Price Proposal not evaluated, resulting in zero ("0") points. 2. Price Proposal Bond (shall be submitted in the same envelope or package containing the Price Proposal Form.) B. RESPONSE SUBMISSION FORMAT Technical Proposals shall be prepared and submitted in the following format and in the stated order. Failure to comply with this format may result in the Response being determined non -responsive. STEP 1 - Qualifications of the Design -Build Team (Open to all Proposers) Table of Contents 1. RFP-PCL — Proposal Cover Letter 2. RFP-PN — Proposal Narrative 3. RFP-QP — Qualifications of Proposer Design -Build Services for the Dinner Key Marina 47 RFP No. 18-19-005 Repairs and Restoration Project 4. RFP-EP — Experience of Proposer 5. RFP-QLE — Qualifications of Lead Engineer/Design Manager 6. RFP-ELE — Experience of Lead Engineer/Design Manager 7. RFP-EKP — Experience of Team's Key Personnel (plus Resumes showing qualifications) ■ Project Manager ■ Construction Manager ■ Structural Engineer ■ Fire Protection Engineer ■ Plumbing Engineer ■ Electrical Engineer ■ Special Inspector(s) — as required for each trade ■ Quality Assurance/Quality Control (QA/QC) Manager ■ Utility Coordination Manager ■ Health and Safety Manager 8. List of similar projects where Key Personnel have worked together previously 9. Listing of governmental projects requiring funding and reporting compliance (e.g., grants, loans, etc.) 10. Proposer's Organizational Chart 11. Form C-1 - List of Subconsultants/Subcontractors 12. Insurance Capability Letter 13. Letter from Bonding Surety 14. Joint Venture Form (if applicable) 15. Acknowledgement of Addenda and Proposer Information Forms (Section 6.0) STEP 2 — Technical Proposal of the Design -Build Team (Open to Shortlisted Teams) ENVELOPE 1 Table of Contents 1. RFP-DCAP — Design and Construction Approach and Process 2. RFP-TCM — Technical Capabilities and Methodology 3. Project Schedule 4. Professional Licenses 5. State of Florida Corporate Certificate 6. Business Tax Receipt(s) ENVELOPE 2 1. Price Proposal Form shall be submitted in a separate sealed envelope or package (Refer to Section 2B above for submission of Price Proposal) 2. Price Proposal Bond shall be submitted in the same envelope or package containing the Price Proposal Form. Design -Build Services for the Dinner Key Marina 48 RFP No. 18-19-005 Repairs and Restoration Project On November 29, 2018, by 3:00 p.m., one (1) unbound original and six (6) copies in digital format (on CD-ROM or USB in .pdf file format) of the complete Step 1 Proposal (qualifications and experience only, from all interested Proposers) must be timely delivered to: Mr. Todd Hannon, City Clerk City of Miami Office of the City Clerk 3500 Pan American Drive, First Floor Miami, Florida 33133 Responses must be clearly marked on the outside of the package(s) referencing: RFP No. 18-19-005 DESIGN -BUILD SERVICES FOR THE DINNER KEY MARINA REPAIRS AND RESTORATION PROJECT Responses received at any other location than the aforementioned or after the Response Submission Date and Time shall be deemed non -responsive and shall not be considered. Responses should be signed by an official authorized to bind the Proposer to the provisions given in the Response. Responses are to remain valid for at least 180 days. Upon award of a Contract, the contents of the Response of the Successful Proposer(s) may be included as part of the Contract, at the City's discretion. After Step 1 is completed, and at the discretion of the Evaluation Committee, shortlisted Proposers will be invited to submit a complete Step 2 Proposal, inclusive of a Technical Proposal and a Price Proposal (Base Proposal plus Additive Alternatives 1 thru 3). Shortlisted Proposers must submit their Price Proposal in a separate envelope. A Price proposal must be submitted for each proposal submitted (Base Proposal plus Additive Alternatives). C. SUBMITTAL GUIDELINES a. General Only one (1) Response from an individual, firm, partnership, corporation, business entity, or joint venture will be considered in response to this RFP. Sub -consultants or Sub - Contractors may be included in more than one Response submitted by more than one Proposer. A firm, partnership, corporation or joint venture that submits a Response may not be a Sub -consultant on another Response submitted under this RFP. Joint venture firms must complete and submit with their Response the form titled "Information for Determining Joint Venture Eligibility" and submit a signed copy of the formal agreement between all joint -venture parties. This joint venture agreement must indicate their respective roles, responsibilities and levels of participation for the Project. Failure to timely submit the joint venture form, along with an attached written, signed copy of the joint venture agreement may result in disqualification of your Response. Respondent must clearly reflect in its Response any Sub -Consultants proposed to be used, and provide for the Sub -Consultant the same information required of the Respondent. The City retains the right to accept or reject any proposed Sub -Consultants. Throughout this RFP, the phrases "must" and "shall" will denote mandatory requirements. Any Response that does not meet the mandatory requirements is subject to immediate disqualification. Design -Build Services for the Dinner Key Marina 49 RFP No. 18-19-005 Repairs and Restoration Project It is the policy of the City that the Successful Proposers register as a Bidder/Vendor indicating the commodities/services which the Proposer can regularly supply to the City. Should the Successful Proposer not be currently listed on the City's Proposer/bidder's list, they may register via the internet at: http://www.miam igov.com/Procurement/pages/SupplierCorner/default.asp. For any questions, contact the Department of Procurement at (305) 416-1902 or via email at FPonassimiamiqov.com. Proposers shall be registered as a Bidder/Vendor prior to submitting its Response. It is the sole responsibility of the Proposer(s) to insure that they are properly registered with the City. Design -Build Services for the Dinner Key Marina 50 RFP No. 18-19-005 Repairs and Restoration Project SECTION 5 EVALUATION/SELECTION PROCESS A. EVALUATION PROCEDURES AND CONTRACT AWARD The procedure for response evaluation and selection is as follows: 1. Request for Proposals issued. 2. Receipt of Step 1 Responses (Qualifications and Experience of the Design -Build Team). 3. Preliminary review of each Step 1 Proposal by Procurement staff and the Design Criteria Professional for compliance with the submission requirements of the RFP, including verification that each Response includes all required documents. Proposals may be found responsive or non -responsive upon completion of preliminary review. 4. Review and due diligence on each Step 1 Proposal performed by Procurement Staff, for compliance with the submission requirements of the RFP, including verification that each Response includes all required documents. Proposals shall be found responsive or non -responsive upon completion of the review and due diligence efforts. 5. The Committee, appointed by the City Manager, is comprised of appropriate City staff and members of the community, as deemed necessary, with the appropriate technical expertise and/or knowledge. The Evaluation Committee (Committee) shall meet to evaluate each responsive Step 1 Proposal (Qualifications and Experience of the Design -Build Team) in accordance with the requirements of the RFP, and based upon the evaluation criteria specified herein. 6. Upon completion of the Committee's evaluation of each responsive Technical Proposal, and provided that more than three (3) responsive Proposals were received, the three top ranked Proposers, at a minimum, will be requested to make oral presentations to the Committee as part of the evaluation process. The Committee may invite only the shortlisted firms to make a presentation. The presentation will be scheduled at the convenience of the Committee, and shall be recorded. 7. Shortlisted Proposers, as applicable, will be invited to submit Step 2 Responses (Technical Proposal and Price Proposal). 8. Opening of Step 2 Responses (Technical Base Proposal and Additive Alternatives Proposals), and listing of all Responses received. 9. Preliminary review of each Technical Proposal (Base Proposal and Additive Alternatives) by Procurement staff for compliance with the submission requirements of the RFP, including verification that each Response includes all required documents. Proposals may be found responsive or non -responsive upon completion of preliminary review. 10. Initial review of each Technical Proposal by Design Criteria Professional, who will prepare a report for the Committee. This report will be used in conjunction with the written Technical Proposal at time of review by the Committee. Design -Build Services for the Dinner Key Marina 51 RFP No. 18-19-005 Repairs and Restoration Project 11. Review and due diligence on each Step 2 Proposal performed by Procurement Staff, to confirm that the Proposer's Team is qualified to render the required services in accordance with the requirements of the RFP. 12. The Committee shall meet to evaluate, score, and rank each responsive Technical Proposal (Base Proposal and Additive Alternatives) in accordance with the requirements of the RFP, and based upon the evaluation criteria specified herein. 13. Subsequent to completing oral presentations, the sealed Price Proposal envelopes will be opened by Procurement staff at the Committee meeting. 14. Procurement staff will calculate the score for each Price Proposal remaining in consideration, in accordance with the methodology stated in Section 4. Technical Scores, in addition to the Price Scores, will be tallied for each Proposal, and the composite scores will be given to the Committee. 15. The Committee reserves the right to rank the Proposals, and will forward its recommendation of the highest ranked, responsive and responsible Proposer to the City Manager, inclusive of the ranking of all Proposals, requesting the authorization to negotiate. No Proposer shall have any rights against the City arising from such negotiations. 16. After considering the recommendation of the Committee, the City Manager reserves the right to reject the Committee's recommendations to negotiate, and instruct the Committee to re-evaluate and make another recommendation, provide additional information as to the ranking of the Proposals, or reject all Proposals and cancel or re -issue the solicitation. No Proposer shall have any rights against the City arising from such termination thereof. 17. If the City Manager accepts the Committee's recommendations to negotiate, Procurement and a Negotiation Committee composed by three (3) members of the Evaluation Committee will negotiate the final contract with the Successful Proposer. Upon successful negotiation of a Contract, Procurement will submit a recommendation to award a contract to the City Manager. The City Manager will then submit his or her award recommendation and negotiated contract to the City Commission for approval. Written notice shall be provided to all Proposers. 18. In the event that Procurement is unable to successfully negotiate a Contract with the top ranked Proposer, Procurement will recommend to the City Manager that such negotiations be terminated, and that Procurement and the Negotiation Committee enter into negotiations with the next highest ranked Proposer, and so forth, until a Contract is negotiated. 19. If the City Manager accepts the award recommendation, the City Manager's recommendation for award of the contract will be posted, in rank order, on the OCI webpage: http://www. miamigov.com/Capital Improvements/pages/ProcurementOpportunities/ Default.asp. 20. After reviewing the City Manager's recommendation, the City Commission may: a) Approve the City Manager's recommendation and negotiated contract(s); b) Reject the contract and all Proposals; Design -Build Services for the Dinner Key Marina 52 RFP No. 18-19-005 Repairs and Restoration Project c) Reject all Proposals and instruct the City Manager to enter into competitive negotiations with at least three firms possessing the ability to perform such services, and obtain information from said firms relating to experience, qualifications, and the proposed price for said services; and/or d) Re -solicit new proposals for the services, and make a recommendation to the City Commission. The decision of the City Commission shall be final. Written notice of the award shall be given to the Successful Proposer. B. EVALUATION CRITERIA Review of Responses for Responsiveness: Each Proposal (Base Proposal and Additive Alternatives) will be reviewed to determine if the proposal is responsive to the submission requirements outlined in the RFP. A responsive proposal is one which follows the requirements of this RFP, includes all documentation, is submitted in the format outlined in this RFP, is of timely submission and has the appropriate signatures as required on each document. Failure to comply with these requirements may result in the Proposal being deemed non -responsive. Evaluation Criteria: Responses will be evaluated and ranked by an Evaluation Selection Committee (Committee) based on the criteria listed below. The five (5) member Committee will be comprised of appropriate City personnel and members of the community as deemed necessary, with the appropriate experience and or knowledge, striving to ensure that the Committee is balanced. The criteria are itemized with their respective weights for a maximum of one thousand (1,000) points per Committee member. Criteria Step 1 Points 1 ' Qualifications and Experience of the Team 100 2 Proposer's Qualifications and Experience 100 3 Qualifications of Project Manager and Construction Manager 100 4 Past Performance of the Firms 100 Subtotal Maximum Step 1 Points 400 5 Design & Construction Approach and Process 100 6 Contract and Financial Compliance 100 7 Technical Capabilities 100 8 Price 300 Subtotal Maximum Step 2 Points 600 Total Maximum Points 1,000 Design -Build Services for the Dinner Key Marina 53 Repairs and Restoration Project RFP No. 18-19-005 SECTION 6 RFP RESPONSE FORMS 6.1. RFP INFORMATION FORM RFP NO. 18-19-005 I certify that any and all information contained in this RFP is true. I certify that this RFP is made without prior understanding, agreement, or connections with any corporation, firm or person submitting a RFP for the same materials, supplies, equipment, or services and is in all respects fair and without collusion or fraud. I agree to abide by all terms and conditions of the RFP, and certify that I am authorized to sign for the Proposer's firm. Please print the following and sign your name: Firm's Name Principal Business Address Telephone Fax E-mail address Name Title Authorized Signature Design -Build Services for the Dinner Key Marina 54 RFP No. 18-19-005 Repairs and Restoration Project 6.1.a - CERTIFICATE OF AUTHORITY (IF CORPORATION) STATE OF SS: COUNTY OF I HEREBY CERTIFY that a meeting of the Board of Directors of , a corporation existing under the laws of the State of , held on , 20 , the following resolution was duly passed and adopted: "RESOLVED, that , as President of the Corporation, be and is hereby authorized to execute the Response dated, , 20 , to the City of Miami and this Corporation and that their execution thereof, attested by the Secretary of the Corporation, and with the Corporate Seal affixed, shall be the official act and deed of this Corporation." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this , day of , 20 . Secretary: (SEAL) FAILURE TO COMPLETE, SIGN, AND RETURN THIS FORM MAY DISQUALIFY YOUR RESPONSE Design -Build Services for the Dinner Key Marina 55 RFP No. 18-19-005 Repairs and Restoration Project 6.1.b - CERTIFICATE OF AUTHORITY (IF PARTNERSHIP) STATE OF SS: COUNTY OF I HEREBY CERTIFY that a meeting of the Partners of the organized and existing under the laws of the State of , held on , 20 , the following resolution was duly passed and adopted: "RESOLVED, that, , as of the Partnership, be and is hereby authorized to execute the Response dated, 20 , to the City of Miami and this Partnership and that their execution thereof, attested by the shall be the official act and deed of this Partnership." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this day of , 20 Secretary: (SEAL) FAILURE TO COMPLETE, SIGN AND RETURN THIS FORM MAY DISQUALIFY YOUR RESPONSE Design -Build Services for the Dinner Key Marina 56 RFP No. 18-19-005 Repairs and Restoration Project 6.1.c - CERTIFICATE OF AUTHORITY (IF JOINT -VENTURE) STATE OF SS: COUNTY OF I HEREBY CERTIFY that a meeting of the Principals of the organized and existing under the laws of the State of held on , 20 , the following resolution was duly passed and adopted: "RESOLVED, that, as of the Joint Venture be and is hereby authorized to execute the Response dated, 20 , to the City of Miami official act and deed of this Joint Venture." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 20 Secretary: (SEAL) FAILURE TO COMPLETE, SIGN AND RETURN THIS FOR MAY DISQUALIFY YOUR RESPONSE Design -Build Services for the Dinner Key Marina 57 RFP No. 18-19-005 Repairs and Restoration Project 6.1.d - CERTIFICATE OF AUTHORITY (IF LIMITED LIABILITY CORPORATION) STATE OF SS: COUNTY OF I HEREBY CERTIFY that a meeting of the Principals of the organized and existing under the laws of the State of , held on , 20 , the following resolution was duly passed and adopted: "RESOLVED, that, as of the Limited Liability Corporation be and is hereby authorized to execute the Response dated, 20 , to the City of Miami official act and deed of this Limited Liability Corporation." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 20 Secretary: (SEAL) FAILURE TO COMPLETE, SIGN, AND RETURN THIS FORM MAY DISQUALIFY YOUR RESPONSE Design -Build Services for the Dinner Key Marina 58 RFP No. 18-19-005 Repairs and Restoration Project ,_,,. id N 6.1.e - CERTIFICATE OF AUTHORITY (IF INDIVIDUAL) STATE OF SS: COUNTY OF I HEREBY CERTIFY that as an individual, I (Name of Individual) and as a d/b/a (doing business as) (if applicable) exist under the laws of the State of Florida. "RESOLVED, that, as an individual and/or d/b/a (if applicable), be and is hereby authorized to execute the Response dated, , 20 , to the City of Miami as an individual and/or d/b/a (if applicable) and that my execution thereof, attested by a Notary Public of the State, shall be the official act and deed of this attestation." I further certify that said resolution is now in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of Notary Public this , day of , 20 . NOTARY PUBLIC: Commission No.: I personally know the individual/do not know the individual (Please Circle) Driver's License # (SEAL) FAILURE TO COMPLETE, SIGN, AND RETURN THIS FORM MAY DISQUALIFY YOUR RESPONSE Design -Build Services for the Dinner Key Marina 59 RFP No. 18-19-005 Repairs and Restoration Project 6.3 DEBARMENT AND SUSPENSION (a) Authority and requirement to debar and suspend: After reasonable notice to an actual or prospective contractual party, and after reasonable opportunity to such party to be heard, the City Manager, after consultation with the Chief Procurement Officer and the City Attorney, shall have the authority to debar a contractual party for the causes listed below from consideration for award of City contracts. The debarment shall be for a period of not fewer than three (3) years. The City Manager shall also have the authority to suspend a contractor or design - builder from consideration for award of City contracts if there is probable cause for debarment. Pending the debarment determination, the authority to debar and suspend contractors shall be exercised in accordance with regulations, which shall be issued by the Chief Procurement Officer after approval by the City Manager, the City Attorney, and the City Commission. (b) Causes for debarment or suspension include the following: 1. Conviction for commission of a criminal offense incident to obtaining or attempting to obtain a public or private contract or subcontract, or incident to the performance of such contract or subcontract. 2. Conviction under state or federal statutes of embezzlement, theft, forgery, bribery, falsification or destruction of records, receiving stolen property, or any other offense indicating a lack of business integrity or business honesty. 3. Conviction under state or federal antitrust statutes arising out of the submission of bids or Responses. 4. Violation of contract provisions, which is regarded by the Chief Procurement Officer to be indicative of non -responsibility. Such violation may include failure without good cause to perform in accordance with the terms and conditions of a contract or to perform within the time limits provided in a contract, provided that failure to perform caused by acts beyond the control of a party shall not be considered a basis for debarment or suspension. 5. Debarment or suspension of the contractual party by any federal, state or other governmental entity. 6. False certification pursuant to paragraph (c) below. 7. Any other cause judged by the City Manager to be so serious and compelling as to affect the responsibility of the contractual party performing City contracts. (c) Certification: All contracts for goods and services, sales, and leases by the City shall contain a certification that neither the contractual party nor any of its principal owners or personnel has been convicted of any of the violations set forth above or debarred or suspended as set forth in paragraph (b) (5). The undersigned hereby certifies that neither the contractual party nor any of its principal owners or personnel has been convicted of any of the violations set forth above, or debarred or suspended as set forth in paragraph (b) (5). Design -Build Services for the Dinner Key Marina 60 RFP No. 18-19-005 Repairs and Restoration Project Company Name: Signature: Date: *ADDITIONALLY, THIS FORM IS REQUIRED OF ALL SUB CONSULTANTS LISTED ON THE RESPONDENT'S TEAM AND FORMS SIGNED BY A REPRESENTATIVE OF EACH FIRM SHALL BE SUBMITTED WITH THE RESPONDENTS' RFP PACKAGE. Design -Build Services for the Dinner Key Marina 61 RFP No. 18-19-005 Repairs and Restoration Project The selected firm is required by State and/or Federal law to make representations and certifications listed in Section 2.0 — RFP Scope of Services ("Exhibit A") as part of the Proposal and Contract upon award. It is understood by the firm that the representations and certifications made herein are a part of the Contract and that, in addition to all other remedies provided by law, a false or fraudulent representation or certifications shall be a breach of Contract. The firm certifies by completing and signing below, that he or she has read Section 2.0 — RFP Scope of Services and the certified signature constitutes an endorsement and execution of each representation and certification as though each was individually signed. Please print the following and sign your name: Firm's Name Principal Business Address Telephone Fax E-mail address Name Title Authorized Signature FAILURE TO PROPERLY EXECUTE THESE REPRESENTATIONS AND CERTIFICATIONS MAY RESULT IN THE FIRM'S PROPOSAL BEING REJECTED. Design -Build Services for the Dinner Key Marina 62 RFP No. 18-19-005 Repairs and Restoration Project RFP RESPONSE FORMS RFP NO. 18-19-005 I certify that any and all information contained in this RFP is true. I certify that this RFP is made without prior understanding, agreement, or connections with any corporation, firm or person submitting a RFP for the same materials, supplies, equipment, or services and is in all respects fair and without collusion or fraud. I agree to abide by all terms and conditions of the RFP, and certify that I am authorized to sign for the Proposer's firm. I certify that I have accepted, evaluated and included as part of this RFP, all documents, forms, and attachments. Please print the following and sign your name: Firm's Name Principal Business Address Telephone Fax E-mail address Name Title Authorized Signature FAILURE TO PROPERLY EXECUTE THESE REPRESENTATIONS AND CERTIFICATIONS MAY RESULT IN THE FIRM'S PROPOSAL BEING REJECTED. Design -Build Services for the Dinner Key Marina 63 RFP No. 18-19-005 Repairs and Restoration Project STATE OF FLORIDA SS COUNTY OF MIAMI-DADE Before me, a Notary Public duly commissioned, qualified and acting personally, appeared to me well known, who being by me first duly sworn upon oath says that he/she has been authorized to execute the foregoing Certificate of Compliance with Ordinance 13331 on behalf of Proposer Firm named therein in favor of the City. Subscribed and Sworn to before me this day of 20 My commission expires: Notary Public, State of Florida at Large Bonded by Design -Build Services for the Dinner Key Marina 64 RFP No. 18-19-005 Repairs and Restoration Project Information for Determining Joint Venture Eligibility If the Respondent is submitting as a joint venture, please be advised that this form (2 pages) MUST be completed and the REQUESTED written joint -venture agreement MUST be attached and submitted with this form. 1. Name of joint venture: 2. Address of joint venture: 3. Phone number of joint venture: 4. Identify the firms that comprise the joint venture: 5. Describe the role of the MBE firm (if applicable) in the joint venture: 6. Provide a copy of the joint venture's written contractual agreement. 7. Control of and participation in this Agreement. Identify by name, race, sex, and "firm" those individuals (and their titles) who are responsible for day-to-day management and policy decision making, including, but not limited to, those with prime responsibility for: (a) Financial decisions: (b) Management decisions, such as: (1) Estimating: (2) Marketing and sales: (3) Hiring and firing of management personnel: (4) Purchasing of major items or supplies: (c) Supervision of field operations: NOTE: If, after filing this form and before the completion of the joint venture's work on the Subject Contract, there is any significant change in the information submitted, the Joint Venture must inform the City in writing. Design -Build Services for the Dinner Key Marina 65 RFP No. 18-19-005 Repairs and Restoration Project AFFIDAVIT "The undersigned swear or affirm that the foregoing statements are correct and include all material information necessary to identify and explain the terms and operation of our joint venture and the intended participation by each joint venturer in the undertaking. Further, the undersigned covenant and agree to provide to the City current, complete and accurate information regarding actual joint venture work and the payment therefore and any proposed changes in any of the joint venturer relevant to the joint venture, by authorized representatives of the City. Any material misrepresentation will be grounds for terminating any Contract which may be awarded and for initiating action under Federal or State laws concerning false statements." Name of Firm: Name of Firm: Signature: Signature: Name: Name: Title: Title: Date: Date: Design -Build Services for the Dinner Key Marina 66 RFP No. 18-19-005 Repairs and Restoration Project ATTACHMENT A DESIGN CRITERIA PACKAGE Design -Build Services for the Dinner Key Marina RFP No. 18-19-005 Repairs and Restoration Project Wig moffatt & nichol Dinner Key Marina Repairs Design Criteria Package Program Requirements 9450-08 Location: 3400 Pan American Dr. Miami, FL 33133 Client Name: City of Miami Contract No.: Submittal Stage 100% Design Criteria Package Issue Date: October 26, 2018 Whg Design Criteria Engineer (DCE) Moffatt & Nichol 2937 SW 27th Avenue Suite 101 a Miami, FL 33133 (305) 230-1924 Sub -Consultants Olin Hydrographic Solutions, Inc. 2900 Calusa Street Coconut Grove, FL 33133 (305) 619-2800 HP Consultants, Inc. 10220 SW 107 Street Miami, FL 33176 (305) 596-2857 Table of Contents 1. Project Overview 1 1.1. Existing Conditions 2 1.1.1. Concrete Walkways 2 1.1.2. Finger Piers 2 1.1.3. Utility Services 2 1.2. Marina Structural Work 3 1.2.1. Structural Demolition 3 1.2.2. Structural Repairs 3 1.2.3. Structural Replacement 5 1.3. Marina Utility Work 5 1.3.1. Utility Demolition 5 1.4. Marina Appurtenances 7 1.5. Additive Bid Alternatives 8 2. Marina Design Requirements 9 2.1. Calculations 9 2.1.1 Structural Design 9 2.1.1. Structural Bid Alternate 9 2.1.2. Electrical Design 9 2.1.3. Plumbing Design 10 2.2. Construction Drawings 11 2.3. Design -Builder Submittals 11 2.4. Design Review Meetings 11 2.5. Project Schedule 12 2.6. Permitting and Approvals 12 3. Technical and Performance Requirements 13 3.1. Marine Structures 13 3.1.1. Load Requirements 13 3.1.2. Environmental Design Criteria 13 3.1.3. Concrete Walkways 14 3.1.4. Timber Finger Piers 16 3.1.5. Subsurface Soils Information and Geotechnical Report 17 Dinner Key Marina Repairs Design Criteria Package 19450-08 I Page iii 3.2. Utilities 17 3.2.1. Electrical 17 3.2.2. Lighting Requirements: 28 3.2.3. Wi-Fi Requirements: 28 3.2.4. Security/Gate Access Control Requirements: 29 3.2.5. Potable Water 29 3.2.6. Fire Water 31 3.2.7. Sanitary Sewer 32 4. D/B Team Submittals 34 4.1. Structural Submittals 34 4.2. Electrical Submittals 34 4.2.1. Electrical System Equipment Shop Drawings and Submittal Items 34 4.2.2. Electrical Test Reports 35 4.3. Potable Water Submittals 35 4.4. Fire Water Submittals 36 4.5. Sanitary Sewer Submittals 36 4.6. Marina Appurtenances 37 Appendix A: DCP Drawings Appendix B: List of DCP Reference Documents Dinner Key Marina Repairs Design Criteria Package 9450-08 Page iv Whg 1 Project Overview The City of Miami (Owner) has retained Moffatt and Nichol (M&N) as the Design Criteria Engineer (DCE) to provide the drawings and design criteria to be used by Design -Build (D/B) firms to bid on the Dinner Key Marina project which includes the repair and/or replacement of the marina docks and associated utilities. The project includes the design and construction of waterside structures and utilities that were damaged during Hurricane Irma in September 2017. D/B firms shall provide, at a minimum, the services of a general D/B Team, as well as the services of engineering professionals as necessary to provide the Owner with a Bid package that includes the design and installation of the following components in compliance with the criteria presented herein: • Repair and replacement of damaged timber finger piers. • Repair of concrete walkway decks, pile caps, and piles. • Replacement of FRP grating on concrete walkway decks. • Replacement of damaged timber mooring piles. • Replacement of potable water and fire protection system. • Replacement of trash receptacles and dock boxes throughout the marina. • Repair of sanitary pump -out system. • Replacement of electrical system including: marine power pedestals, lighted bollards, associated electrical infrastructure, four upland service entrance locations and associated distribution systems. • Installation of Wi-Fi communication, Security/Access control, and CCTV system. The construction shall be phased to allow the marina to remain partially operational during construction. The construction phasing shall be scheduled to complete up to two piers at a time. In addition to the Base Bid components listed above, there are three additive alternatives under consideration. The additive alternatives are included on sheets S-121 through S-129 of the DCP Drawings: • Additive Alternative 1 — includes the repair and replacement of marina components that have sustained non -storm related damage. • Additive Alternative 2 — includes Finger Piers indicated as "replacement" in the DCP Drawings to be replaced using prestressed concrete piles, aluminum or fiberglass reinforced polymer (FRP) composite framing, with FRP grating. Diagonal bracing shall be provided, if needed, to provide sufficient lateral load capacity for the design loads indicated. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 1 Whg • Additive Alternative 3 — includes the added cost to upgrade utility pedestals to include a "weather base" to allow the pedestal to be separated from its base before weather emergencies and stored to prevent damage. 1.1. Existing Conditions Dinner Key Marina was constructed in 1986 and has been repaired over the past 30+ years. See Appendix B for a list of available record drawings and reference documents for the project. The marina is currently in a state of disrepair from damage sustained during Hurricane Irma in September 2017. 1.1.1. Concrete Walkways Piers 1 through 7 consist of prestressed, flanged concrete U-beams that span between concrete pile caps with prestressed concrete piles. The U-beams have openings to allow light and water to pass through the walkways. The top of the U-beams are covered with sections of FRP bar grating that are in various states of disrepair or missing. During Hurricane Irma, many sections of grating became disconnected from the concrete. Some of the grating was lost and the grating that was recovered was reinstalled on the concrete. However, some of the connections are not sound and the grating tends to shift on the concrete bearing lip. Additionally, some of the flanges of the U-beams sustained impact damage resulting in section loss. The chase beneath the grating of the concrete walkways is used to run utilities along the length of the pier. The U-beam walls and flanges have penetrations at each utility pedestal for conduits and water line connections. The concrete flanges of the U-beams are used to support utility pedestals, electrical transformers, firewater stations, cleats, dock boxes, and life rings. The general condition of the concrete structures is typical of approximately 30+ year old docks that are exposed to the marine environment. For example, corrosion cracks, open and closed corrosion spalls are noted throughout the pile caps, U-beams and piles. Piers 8 and 9 are located along the concrete bulkheads. Pier 8 has timber finger piers extending from the bulkhead. Many of the boat slips at Pier 9 have mooring piles only, and no finger piers. 1.1.2. Finger Piers Timber finger piers jut out from the concrete walkways and are supported by three or four rows of 2-pile bents depending on the size of the slip. The finger piers consist of a ramped section and a leveled section. The finger piers are typically 4-ft wide and are constructed of timber piles, pile caps, stringers and deck. 1.1.3. Utility Services Electrical power service, potable water, and central sanitary sewer are existing at the marina and shall be repaired/replaced as noted on sheets P-101, P-102, E-001, E-010, E-011 and E- 101 through E-111 of the DCP Drawings. Single line diagrams, E-601 through E-604 depict Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 2 Whg the general pier electrical design. D/B Team will be responsible for final design, drawings, and calculations. Existing telephone system including hardware and panels will be removed from service. Existing landside electrical conduits will be reused from landside service entrance locations out to electrical handholes which feeds each pier its electrical service. 1.2. Marina Structural Work The marina work includes demolition of existing waterfront structures, repair of damaged waterfront structures, and the design and construction of new infrastructure as indicated on the DCP Drawings. A Damage Assessment Report issued by Marine Specialties Limited dated June 2018 combined with a field inspection of the marina conducted by M&N in June 2018 was used to identify which waterfront structures must be replaced entirely, and which can be repaired. These structures are labeled on the DCP Drawings as needing to be Replaced, Type 1 Repair, or Type 2 Repair. Detailed descriptions of these categories are found in section 1.2.3. 1.2.1. Structural Demolition • Demolish and dispose of damaged timber mooring piles identified on DCP Drawings to be replaced. • Demolish and dispose of damaged timber finger pier piles for finger piers slated for replacement. • Demolish and dispose of timber finger pier framing components (stringers, pile caps, decking, and bracing) as necessary to facilitate Replacement, Type 1 and Type 2 repairs as indicated on DCP Drawings. In addition to the preceding list, the Owner shall provide a survey identifying submerged debris throughout the marina. Submerged debris shall be removed and disposed of prior to commencement of new construction. The D/B Team is responsible for disposal of all demolished materials and debris. 1.2.2. Structural Repairs 1.2.2.1 Finger Pier Repairs Timber finger piers that sustained moderate or localized damage during Hurricane Irma shall be repaired by reconstructing only the damaged components. Based on field observations, finger piers in need of repair come in two categories: Type 1 and Type 2. Type 1 Repairs: include the replacement of the timber pile caps, cross bracing, and any other components required to meet the loading criteria provided in Part 3 of this document. For finger piers flagged for type 1 repairs, the timber piles were determined to be structurally sound and the stringers and decking were recently replaced. Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 3 Whg Type 2 Repairs: include the replacement of all components except for the timber piles. Finger piers flagged for Type 2 Repairs have structurally sound piles, but the pile caps, cross bracing, stringers and decking have sustained significant enough damage as to require replacement. 1.2.2.2 Concrete Walkway Repairs The prestressed concrete U-beams that comprise the walkways have localized damage from vessel impacts, as well as spalling and cracking typical of 30+ year old waterfront structures. Areas of repair are indicated on sheets S-101 through S-109 with alternative repairs on sheets S-121 through S-129. D/B Team shall provide a design -level inspection to catalog the defects and the locations, dimensions, and quantities of required repairs. Concrete 1.2.2.3 Pile Cap Repairs Some of the pile caps have spalling that requires repair. Pile caps slated for repairs are indicated on sheets S-121 through S-129. Repairs are indicated as Type A (open corrosion spall) and Type B (closed corrosion spall). Details regarding the approximate size of the spall are located on sheet S-502. 1.2.2.4 Pile Repairs Some of the concrete piles on Piers 3 and 5 have cracks and spalls that require repair. A concrete pile jacket shall be installed around the defect to restore structural capacity and prevent further deterioration of the piles. The location of damaged piles are provided in the table below, reference 20 18 Hurricane Irma Assessment Report by M&N: Concrete Pile Defect Locations Table Pier Pile Cap Pile Location I 3 22 West Crack below water 3 23 West Spall above water 5 9 West Spall above water 5 10 East Spall above water 5 10 West Spall above water 5 18 West Spall above water 5 20 East Crack above water 5 22 East Crack above water 5 26 South Spall above water Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 4 Whg 1.2.3. Structural Replacement 1.2.3.1 Finger Pier Replacement Timber finger piers that were irreparably damaged during Hurricane Irma shall be replaced in the existing footprint. The materials to be replaced include timber piles, pile caps, cross bracing, stringers, and decking. Overall dimensions and elevations of the piers shall match the existing piers, and where practical, timber piles shall be driven in the same location as extracted piles. Timber piles and diagonal bracing shall be wrapped as indicated in the DCP Drawings. The elevation of the top of the timber piles shall be +10 feet above mean high water level (NAVD). 1.2.3.1.1. ADA Compliance The repairs to Dinner Key Marina shall comply with the Americans with Disabilities Act (ADA) Standard 1003 and the Florida Accessibility Code for Building Construction, section 235. These guides provide the accessibility requirements for recreational facilities. Based on the total number of boat slips in the marina a minimum number of accessible slips must be provided, and those slips must be dispersed throughout the various types of slips the marina provides. These standards require a minimum of 8 ADA accessible slips for a total number of slips at the marina in the range of 501-600. 1,2.3.2 Concrete Walkway Replacement Spans of the concrete walkways that sustained damage too significant to repair shall be replaced. The spans slated for replacement are indicated on sheets S-101 through S-109 with the alternative spans on sheets S-121 through S-129 on the DCP Drawings. The concrete beams being replaced may be cast in place, or hybrid beams (a combination of prestressed and cast in place concrete). Typical section views of these beam replacement options are provided on sheet S-410 of the DCP Drawings, however the D/B Team may design other "in kind" replacement solutions. 1.3. Marina Utility Work 1.3.1. Utility Demolition 1.3.1.1 Electrical • Demolish and dispose of existing conduit and conductors to each dockside transformer -and pedestal. Reuse conduit and bulkhead sleeves from landside utility to walkway/pier. Capture and extend existing conduit to new distribution equipment as required. • Demolish and dispose of all light bollards and associated existing conduit and conductors on each pier. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 5 Whg • Demolish and dispose of all telephone wiring, and enclosures, from each service entrance to all piers, and pedestals. Remove all telephone conductors back to telephone service, cap and label empty conduits as spare. • Demolish and dispose of electrical disconnect(s) for each individual pier feed and disconnects for vacuum/sewage system. Maintain conduit from power source to sewage pump. Coordinate electrical changeover to new service with marina owner to minimize disruption of sanitary service. • Demolish and dispose of electrical service for sewer pump -out station. Underground conduit to remain and be reused. 1.3.1.2 Potable Water • Demolish and dispose of existing potable water piping, valves, and pipe supports from the bulkhead to each dockside potable water service connection. Components landside of the bulkhead to remain. 1.3.1.3 Fire Water • Demolish and dispose of existing fire water piping, valves, standpipes, hose stations, and pipe supports from the bulkhead to each dockside firewater standpipe. Components landside of the bulkhead to remain. 1.3.1.4 Sanitary Sewer • Existing sanitary sewer mains and laterals to remain unless otherwise noted on attached drawings. • Demolish and dispose of identified damaged or broken vacuum sewer pump out hydrants, as indicated on drawings. • Remove broken pipe connection as indicated on drawings. Piping that will remain will require temporary support until permanent pipe supports have been installed. 1.3.1.5 Utility Replacement Electrical power service, potable water, and central sanitary sewer are existing at the marina and shall be replaced as noted on the drawings. Wi-Fi access, CCTV and Security/Access control will be added to upgrade the services at the marina. There are no provisions for adding a fuel service. 1.3.1.6 Electrical Pier and walkway lighting shall be evaluated to produce a lighting plan with photometric calculations to confirm adequate lighting levels. Lighting criteria based on OSHA requirements and Illuminating Engineering Society of North America (IESNA) recommendations for pier Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 6 Whg and walkway usage. Refer to drawings for specific criteria. Note, as Wi-Fi & CCTV functions are new to the marina, additional components and equipment may be required (CCTV and W- Fi access point poles). D/B Team will be responsible for furnishing a complete, and functional system. 1.3.1.7 Potable Water All existing marina potable water systems will be replaced entirely; a new potable water system consisting of potable water mains, isolation valves, supporting members, and service at each connection shall be provided. The sizing of the potable water system shall comply with the 2017 Florida Building Code occupant load and fixture requirements; materials, installation, sterilization, and commissioning shall be per the Miami Dade County standards and requirements. 1.3.1.8 Fire Water All existing marina fire water systems will be replaced by a new, NFPA 303 compliant wet class III standpipe and hose station system, hydraulically designed to provided 250 gallons per minute at 100 pounds per square inch (psig) to the two most hydraulically remote hose stations. 1.3.1.9 Sanitary Sewer The marina currently has one vacuum sewer pumpout station that serves all marina finger piers. Three new vacuum sewer pump stations shall be introduced to the marina, with one sewer pump station dedicated for every two marina finger piers. The existing sewer lift station onshore shall be bypassed with a new force main. 1.4. Marina Appurtenances • Dock Boxes — Coordinate with Owner to furnish and install one Dock Box per boat slip throughout the marina. • Trash & Recycling Receptacle — Furnish and install one receptacle at each main pier entrance along the bulkhead. Coordinate with Owner and marina management for style and exact location. • Cleats — Cleats for replaced and repaired concrete walkways shall be 15-inch aluminum Almag-S cleats or approved equivalent. • Line -Holders — Furnish and install two line -holders on either side of new mooring piles as indicated on S-501. • Pile Hats — Furnish and install new pile hats on each new timber pile. • Aluminum Ladder — Furnish and install new 6-rung, aluminum ladder as indicated on DCP Drawings. Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 7 Whg 1.5. Additive Bid Alternatives In addition to the repairs of components damaged by Hurricane Irma, the Owner has requested three alternative bids to consider: • Additive Alternative 1 — includes a cost to include the repair and replacement of marina components that have sustained non -storm related damage. • Additive Alternative 2 — includes a cost to upgrade Finger Piers indicated as "replacement" in the DCP Drawings to be replaced using prestressed concrete piles, aluminum or FRP composite framing, with FRP grating. Diagonal bracing shall be provided, if needed, to provide sufficient lateral load capacity for the design loads indicated. • Additive Alternative 3 — includes the added cost to upgrade all utility pedestals to include a "weather base" to allow the pedestal to be separated from the permanent base before weather emergencies and stored to prevent damage. The weather base would contain the electrical incoming power termination points, bus and water service and would remain in place such events. The pedestal head would then be re -installed after the weather event has passed. Provide a "per -pedestal" cost to upgrade each pedestal style to a pedestal that can be easily removed and storage in a safe location for weather events. The pedestal head would then be re -installed after the weather event has passed. The pedestals are configured in are four receptacle and service configurations, as shown in layout drawings legend. These four styles will be supplied in one or two slip models. A complete listing per pier is included in the Utilities/Electrical section of this document. The weather base would contain the electrical incoming power termination points, bus and water service and would remain in place such events. • Additive Alternative 4 — includes the added cost to upgrade all utility pedestals to include an electronic remote monitoring system for each pedestal. Package shall include all components necessary to furnish a complete system to monitor individual pedestal energy usage (kWH), and pedestal ground fault level status. This package shall allow Dinner Key Marina to monitor pedestal status remotely via Wi-Fi communication protocols. Power monitoring accuracy shall be marked and tested to conform to Standard ANSI-C12.1, and NTEP standards with +/- 1% accuracy. Coordinate Wi-Fi inter -connectivity with Wi-Fi system as provided in DCP and drawings. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 8 Whg 2. Marina Design Requirements The calculations, construction drawings, specifications and shop drawings are outlined in this section. The marina repairs and upgrades shall be designed to meet the Technical and Performance Requirements provided in Chapter 3 of this document and on the DCP Drawings. 2.1. Calculations Calculations shall be prepared for all repairs and upgrades to the Marina. A basis of design with supporting calculations shall be signed and sealed by a Professional Engineer licensed in the State of Florida. The basis of design shall be submitted to the Owner and the DCE for review and approval. The basis of design shall include, at a minimum, the following design criteria, assumptions, and calculations for the following project elements: 2.1.1 Structural Design Provide structural design calculations for the project items, including, but not limited to: • Timber finger piers o Deck o Stringers o Pile Caps o Bracing o Piles • Mooring piles • Fender piles • Concrete Walkways o Prestressed and/or reinforced concrete design of replacement deck spans o FRP or carbon reinforced concrete repairs, as applicable • FRP Bar Grating • Concrete pile cap repairs • Concrete pile jackets 2.1.1. Structural Bid Alternate • Finger pier replacement with aluminum framing and FRP bar grating 2.1.2. Electrical Design Provide coordinated electrical design to feed shore power to pedestals as identified on the electrical layout drawings. An electrical layout depicting pedestal location with power configurations are included for each pier. Additionally, refer to electrical drawings to design specific requirements for each pier service and the required utility feed for additional and Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 9 Whg associated electrical equipment. D/B Team shall consider construction phasing for this project. As the current plan is to replace and rebuild two piers at a time, any diversity calculation for pier loading may need to be reconsidered in order for the marina to enable full usage at each pier. Coordinate with marina owner for expected pier demands to allow for nuisance -free power supply to boats for the duration of the construction period. Wireless Access Points, Security/Access Control, and lighting will be included in the electrical load for each pier. Calculations are required for all provided equipment and services are as follows: • Electrical service size calculations for Electrical Utility coordination. • Ground Fault monitoring and protection settings as required per NEC Article 555 and required in RFP documents • Connected and Demand Load calculations per dock • Disconnect, panelboard, and transformer sizing calculations • Short circuit calculations at distribution equipment and pedestals • Wire sizes and voltage drop calculations • Photometric calculations, including luminaire quantities and sizes • Wi-Fi coverage and location plan • Security/Gate Access plan, coordinate with marina operational personnel 2.1.2.1 Wireless Internet System • System design to provide Wi-Fi connectivity to all boat slips at Dinner Key Marina. Only Wi-Fi Alliance certified products should be used for system components in order to ensure interoperability and performance levels above the standard Wi-Fi Alliance minimums. • Wi-Fi system controller and supervisory interface shall be located in the server room of Dinner Key Marina. Coordinate location, and requirements with marina owner prior to bid process. 2.1.2.2 Security System • System design to include security camera system, including CCTV controller, and integral Gate Security/Access Control. • Supervisory control of security system will be located in marina server room. Coordinate location, and requirements with marina owner prior to bid process. 2.1.3. Plumbing Design Provide coordinated utility design and installation for potable water, vacuum sewer system pump stations and discharge force main, and firewater systems for each finger pier. Coordinate installation with other trades. Specific utility design requirements include: Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 10 Whg • Potable water o Provide water main, pipe branches, and hose bibb risers for each utility pedestal requiring water service, considering system demand using fixture unit counts for each water fixture per the FBC. o Select pipe size and complete hydraulic calculations considering minimum fixture delivery pressures at the hydraulically most remote fixture. Calculations to consider existing system pressure at tie in at the bulkhead and the pressure loss through piping infrastructure, inclusive of backflow preventers. • Sewage Pump out system o Select peristaltic vacuum sewer pump out system o Size force main per industry practices and develop hydraulic calculations for force main system • Fire Protection System o Perform hydraulic calculations for standpipe system per NFPA 303 and NFPA 14 requirements o Size piping, valves, and standpipe systems o Develop system design, inclusive of detailed piping layouts and material specifications 2.2. Construction Drawings Marina repair drawings shall be submitted to the Owner and DCE for review prior to construction. Drawing submittals are required at 50% and 100% levels of completion. The marina repair drawings may include a combination construction drawings and shop drawings, as applicable. Allow 14 calendar days for Owner and DCE to review and comment. 2.3. Design -Builder Submittals D/B Team submittals are required for all materials and equipment to be installed at the Marina. The submittals shall include product information and installation procedures for all items of work. Allow 10 calendar days for Owner review of submittals. 2.4. Design Review Meetings A review meeting with the Owner and D/B Team, including Engineer of Record, is required to discuss review comments and responses after each design submittal. The design review meeting will include a round table discussion and a site visit to observed items discussed during the design review meeting. Dinner Key Marina Repairs Design Criteria Package 1 9450-08 1 Page 11 Whg 2.5. Project Schedule The D/B Team shall maintain a project schedule throughout the duration of the design and construction phases of the project. The schedule shall include an updated design and construction progress schedule. The schedule shall be provided in Microsoft Project ".mpp" format. Key Milestones to be included on the D/B Team schedule: Environmental Permitting — Estimated 9 to 12 months • Application Submittal — November 2018 • Application Processing — January 2019 — September 2019 Design Phase • D/B Team prepares 100% Design Drawings and Specifications • City Review • Building Department Review for Construction Permit Construction Phase The construction phase shall be phased to maintain operations during construction. 2.6. Permitting and Approvals M&N will apply for environmental permits as required with the Division of Environmental Resources Management (DERM) Class I (Preliminary Stamps Only), the Florida Department of Environmental Protection (FDEP), and the Army Corp of Engineers (USACE). The D/B Team is responsible for obtaining all local and trade permits including the final DERM Class I permit after obtaining the building department permits. The D/B Team is responsible for any required modifications to the permits that result from the D/B Team's design. The Owner is responsible for all permitting fees. The D/B Team is responsible for coordinating approval of the Authority Having Jurisdiction (AHJ). D/B Team is responsible for any variance applications resulting from code requirement deviations such as ASCE 24 Design Flood Elevations (DFE) and NEC Electrical Datum Plane requirements. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 12 Whg 3. Technical and Performance Requirements The service life of new structural components shall be a minimum of 25 years. The D/B Team shall not commence work on in -water and over -water marine structures or utilities until permits from the required state and local permitting agencies are obtained. Any work done below Mean Higher High Water (MHHW) is considered in -water work. 3.1. Marine Structures The Waterfront Structure System consists of all finger piers, concrete walkways, and appurtenances at the Dinner Key Marina project site that are necessary and required for safe access to and mooring of the design vessels. Provide a Waterfront Structure System complete in place, as specified throughout this DCP, as needed for a complete, usable, and proper installation. All material and equipment shall be installed per the Manufacturer's recommendations and the criteria set in this DCP and by the D/B Team and Engineer of Record. 3.1.1. Load Requirements Design loads shall be in accordance with ASCE Manual No. 50, Planning and Design Guidelines for Small Craft Harbors. Live load combinations shall be in accordance with the Florida Building Code. Dead Loads shall include the weight of the permanent structural, mechanical, and electrical components. Dock dead loads shall consist of the weight of the timber structure, miscellaneous connection devices, and all other permanently attached accessories such as cleats and pedestals. D/B shall exercise care to be sure that all dead loads are accurately determined and accounted for. Live Loads shall include uniform and point loads as follows: • 100 psf uniform live load for concrete walkways and finger piers. • 1,0001b golf cart live load for concrete walkways. • 4001b point load at any point on the concrete walkways, grating, and finger piers. 3.1.2. Environmental Design Criteria Wind Exposure The docks and walkways at Dinner Key Marina are considered Risk Category 1 structures per Florida Building Code Table 1604.5. The design wind speed for the project site is based on the ASCE 7-16 Load Requirements for Building and Other Structures. The wind speeds listed below are based interpolation of the wind speed contours (source: http://hazards.atcouncil.org ) • MRI 10-Year 90 mph Dinner Key Marina Repairs Design Criteria Package 1 9450-08 1 Page 13 Whg • MRI 25-Year 114 mph • MRI 50-Year 129 mph • MRI 100-Year 140 mph • Risk Category 1 Wind Speed 157 mph The hurricane damage to the docks and walkways was due to a combination of high water levels, vessel impacts, and vessel mooring line loads on the structures. The intent of the structural repairs for the project is to replace the docks and walkways within the same layout as the existing structures. The intent of the building code is to design the docks for the Risk Category 1 wind speed. However, when Hurricane force winds occur, it is likely the docks and walkways will be submerged, i.e. wind load on the docks equals zero. However, the docks shall be designed for the wind loads on the vessels which are tied to the mooring piles. The top of timber pile cutoff elevation will be increased to +10 feet NAVD for the project to provide additional protection from boats during high water events and allow boats to stay moored during high water events. Therefore, the docks and lateral bracing shall be designed to maximize the lateral capacity of the docks to withstand a combination of storm surge and wind loads on the vessels. Storm Surge The waterfront structures shall be designed to survive a storm surge water level (including astronomical tidal component) of the FEMA 100-year flood elevation of +16 ft NGVD, see FIRMette map in the Attachments. Berthing/Mooring The finger piers and concrete walkways shall be designed for the mooring and berthing loads of the design vessels: • Berthing load (impact load) — Vessel speed of 3 knots impacting the dock at 10 degrees from the centerline of the finger piers. For side tie conditions, the impact shall be considered at 30 degrees. • Mooring load — Line pull acting in any direction at a 45-degree angle from the horizontal. The mooring loads shall be calculated based on the maximum operational wind and wave conditions. Shielded vessels shall take 20% of load experienced by the windward vessel. 3.1.3. Concrete Walkways Spans of the concrete walkways that are indicated to be replaced or repaired are indicated on sheets S-101 through S-129 of the DCP Drawings. The concrete beams being replaced may be cast in place, or hybrid beams (a combination of prestressed and cast in place concrete). Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 14 Whg Damage to concrete walkways eligible for repair include impact damage and corrosion damage. The D/B Team shall provide a design -level inspection to catalog the defects and the locations, dimensions, and quantities of repairs required. Repair to prestressed concrete deck spans and piles require externally bonded reinforcement (such as FRP or carbon mesh) to restore capacity from loss of prestress. Minor cracks and spalls that do not result in the loss of prestress may be repaired by saw -cutting, chipping -out, cleaning and casting the defect with mortar. Concrete walkways slated for repair may be replaced in lieu of repair if the replacement cost is comparable. All concrete construction shall be in accordance with FDOT Standard Specifications. Concrete construction shall provide 3-inch clear cover over reinforcing steel and be designed for a maximum flexural crack width of 0.007 inches. All concrete mixes shall be designed for an extremely aggressive environment, including: • A corrosion inhibitor chemical admixture (ASTM C494) • Type II cement (ASTM C150) • Fly ash mineral admixture (ASTM C618) • Water to cement ratio of 0.40 maximum The mix design shall be submitted to the Owner for review. Prestressed elements shall meet the following compressive strength requirements: • 28-day Concrete strength - 8,000 psi • Net compressive stress greater than zero in the bottom of the beam for dead load only • Reinforcement layout shall be designed to allow space for pipe and conduit penetrations for utility risers and pedestals, and anchorage for cleats and other appurtenances. FRP grating shall bear on a recessed ledge cast into the concrete beams and the top of the grating shall be flush with the concrete walkway. FRP grating shall be designed to meet the project requirements: • FRP grating shall include a UV inhibitor and be designed for exposure to the marine environment. • Bearing ledge shall be provided to support FRP grating. • FRP grating shall have a 2-inch nominal height to fit the existing concrete walkways. • FRP grating shall be anchored to the concrete to resist uplift forces when the walkways are submerged. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 15 Whg 3.1.4. Timber Finger Piers The timber finger piers shall be designed in accordance with the Florida Building Code, and the Southern Forest Products Association Marine Construction Guide, Best Management Practices, and Treated Wood in Aquatic Environments for the design loads indicated. Timber Piles (Finger Piers and Mooring Piles) • Timber piles shall conform to ASTM D25-99. • Timber piles shall be a minimum of 12 inches in diameter, and of adequate length. Piles shall be one piece; splices are not permitted. • Pile length shall be as determined by the D/B Team and Engineer of Record. • Top of pile elevation shall be +10 feet NAVD. • Piles shall be southern yellow pine treated with CCA in accordance with AWPA 5C for timbers subject to immersion in salt water. Preservative treatment for these members shall be 2.50 pounds per cubic foot (pcf). D/B Team to provide material certification prior to construction. • Piles shall be wrapped as indicated in the DCP Drawings. • Upon reaching full embedment, piles should be cut to final top elevation, and capped with a pile hat to protect the end grain. • Pile hats shall be provided for all piles. • Pile driving shall be performed in accordance with Section 455 of the FDOT Standard Specifications for Road and Bridge Design. Framing (Pile Caps, Cross -Bracing, Decking and Stringers) • All pile caps, stringers and decking shall be CCA-treated southern pine, Grade No. 1 or better. Members are to be treated in accordance with AWPA 5C for timbers subject to immersion in salt water. Preservative treatment shall be 0.60 pcf. D/B to provide material certification prior to construction. • Diagonal bracing shall be wrapped for protection from marine borer damage. • Field treat with preservative all cuts, abrasions, bolt holes, and other surface damage in treated timbers in accordance with AWPA M4. • Stringer splices shall be located above pile caps, and shall be lapped a minimum of 12 inches. • Stringers, pile caps, and bracing shall have a minimum nominal thickness of 3-inches. Transitions • D/B Team shall provide appropriate elevation transitions between the concrete walkway and finger pier elevation as indicated on DCP Drawings. Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 16 Whg Connections and Fasteners • Bolts in timber shall be hot dip galvanized steel with a minimum diameter of 0.75 inches, and in accordance with (ASTM A 307, Grade A, 60 ksi). Nuts and washers shall be hot clip galvanized steel (ASTM F 594). • Hot clip galvanized steel washers shall be used under all bolt heads and nuts which would otherwise come in contact with timber. Check all bolts by burring the threads after the nuts have been fully tightened., • Do not undercut wood. Connections shall pull and hold members being joined into close contact. 3.1.5. Subsurface Soils Information and Geotechnical Report HP Consultants, Inc. shall provide geotechnical boring logs and report which may be used by D/B Team to determine the required tip elevations for dock and mooring piles. The Pier3 Repair Drawings, 2008, provided the following information regarding installation and capacity of timber and concrete replacement piles at Pier 3 Repairs. The following information regarding pile installation criteria is provided for reference only. It is not known if this criterion was modified during the pile indicator program or during construction. Pier 3 Repair Drawings, Pile Installation Criteria • 14-inch prestressed concrete piles shall be driven a minimum of 5 ft into the limestone layer. Pre punch or pre -drill holes as necessary to install piling into limestone. • 14-inch pile bid length was 35-ft. • Timber mooring piles shall be driven to achieve a minimum bearing capacity of 10 kips with the following penetration criteria: o Soft soil: 15 feet minimum embedment o Lime rock: 5 feet minimum embedment 3.2. Utilities 3.2.1. Electrical • The D/B Team shall submit a Bid to the Owner to replace/modify the existing electrical distribution for boat slips at Dinner Key Marina damaged during recent Hurricane Irma per RFP drawings and documents. Dinner Key Marina consists of nine separate piers, with each slip provided a marine utility pedestal connection point for electric, water and sewer services. • The electrical distribution system shall be designed in accordance with NFPA 70, 2014 including NEC Article 555. Electrical utility power is provided by Florida Power & Light (FPL). D/B Team shall coordinate existing locations, connection and required load with FPL. Prior to bid, D/B Team will be responsible for site survey and inspection of existing locations in order to confirm that new electric equipment will Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 17 Whg have adequate room and clearances. Inspect Dinner Key Marina building, specifically the server room for integration of communication systems equipment into existing building. Drawings within this package will determine the extent of project scope. D/B Team to identify any questions or exceptions prior to issuing Bid. Design tasks and deliverables are as listed: o Electrical Area A: Provide electrical disconnects to replace existing disconnects located at the NE corner of City Hall. Disconnects shall be provided in NEMA 6P enclosures. Provide new conductors to feed electrical equipment as identified in drawings. Transition from landside to waterside with a flexible connection. Electrical Area "A" feeds electricity to Pier 1 & Pier 2. o Electrical Area B: Provide electrical disconnects to replace existing disconnects located at the SE corner of City Hall. Disconnects shall be provided in NEMA 6P enclosures. Provide new conductors to feed electrical equipment as identified in drawings. Transition from landside to waterside with a flexible connection. Electrical Area `B" feeds electricity to Pier 3, Pier 4 & Pier 8, slips #1 through #9. o Electrical Area C: Provide electrical disconnects to replace existing disconnects located at the SE corner of City Hall. Disconnects shall be provided in NEMA 6P enclosures. Provide new conductors to feed electrical equipment as identified in drawings. Transition from landside to waterside with a flexible connection. Electrical Area "C" feeds electricity to Pier 5 & Pier 8, slips #10 through #25. o Electrical Area D: Provide electrical disconnects to replace existing disconnects located at the SE corner of City Hall. Disconnects shall be provided in NEMA 6P enclosures. Provide new conductors to feed electrical equipment as identified in drawings. Transition from landside to waterside with a flexible connection. Electrical Area "D" feeds electricity to Pier 6, Pier 7, Pier 9 & Pier 8, slips #26 through #41. o Provide service entrance rated enclosed circuit breakers. Provide a 480V, 3 phase panel board located on each pier, as shown on drawings, to distribute single phase power to three NEMA 3R substations per pier, also located on each pier. Each substation shall serve one third of the pier, the load demand determining which substation will supply each pedestal. The D/B Team will design the size, quantity and location of distribution equipment to efficiently provide power to each Marine Power Pedestal. Demand factors (and resulting equipment sizing, etc.) will be determined Per NEC, Table 555.12 unless otherwise noted in the RFP documents and drawings. Note, demand load for pedestals with arrangements of two of the same receptacle types shall be summed and counted as one shore power receptacle for the demand calculation described in NEC Article 555.12. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 18 Whg • Example: Pedestal with (2) 50A, 120/240V receptacles shall be calculated as: 2 X 50A X 240V = 24 kVA and shall count as one shore power receptacle for NEC 555.12 Table Demand Calculation o Provide and install Marina Power Pedestals to replace existing damaged pedestals. Refer to drawing E-501 for pedestal requirements and configurations. Refer to electrical layout drawings for locations. Refer to Pedestal Lists below to match pedestal type to pedestal location. Pedestals shall be furnished with power receptacles as shown in Pedestal Configurations Table. o Furnish Ground Fault Monitoring (GFM) at the following locations: Service Entrance rated circuit breaker (shunt trip), each 480V, 3 phase panelboard MCB (shunt -trip) on each pier. Panelboard to be provided with shunt -trip main circuit breaker. GFM set to trip shunt trip circuit breakers at 100mA ground fault current (maximum). Provide ground fault controller Bender Marine Guard or equal. o Each of three substations per pier shall be protected by a ground fault monitoring system, set to shunt trip the substation main breaker at 100mA ground fault current. o All pedestals shall be supplied with ground fault circuit breakers set to 30mA for shore power receptacles. o All pedestals shall be provided with an LED laminated top hat with integral photocell for automated On/Off control. The LED illuminance shall be included in the photometric study. Refer to City purchasing documents for approval of offered equipment. Pedestal Configurations Table Item # Boat Length 1.111plips Rece t Confi uration Al 30' (OR UNDER) 1 1-30 AMP @ 120VAC, 1 Phase A2 30 (OR UNDER) 2 2-30 AMP B1 31' - 50' 1 1-30 AMP & 1-50 AMP B2 31' - 50' 2 2-30 AMP & 2-50 AMP Cl 51' - 60' 1 2-50 AMP C2 51' - 60' 2 4-50 AMP 131 61' - Over 80' 1 2-50 AMP & 1-100 AMP D2 61' - Over 80' 2 4-50 AMP & 2-100 AMP Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 19 Whg Marina Pier #1 Pedestal List. Refer to Electrical Plan Layout Sheet E-101 for location of power pedestals on Pier #1: Slip # Pedestal Type Boat Length (Ft) 1/2 A2 30 3/4 A2 30 5/6 A2 30 7/8 A2 30 9/10 A2 30 11 / 12 A2 30 13/14 A2 30 15/16 A2 30 17/18 A2 30 19/20 A2 30 21 C1 60 22 D 1 70 23 B1 50 25/24 B2 50 27/26 B2 50 29/28 B2 50 31/30 B2 50 33/32 B2 50 35/34 B2 50 36 B 1 40 37/38 B2 40 39/40 B2 40 41/42 B2 40 43/44 B2 40 45/46 B2 40 Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 20 Whg Marina Pier #2 Pedestal List. Refer to Electrical Plan Layout Sheet E-102 for location of power pedestals on Pier #2: Slip # - • - . A. e Boat Length (Ft) 1 B1 35 2/3 B2 35 4/5 B2 35 6/7 B2 35 8/9 B2 35 10/11 B2 35 12/13 B2 35 14/15 B2 35 16/17 B2 35 18/19 B2 35 20/21 B2 35 22/23 B2 35 24/25 B2 35 26/27 B2 35 28 C1 60 29 C1 60 30/31 B2 35 32/33 B2 35 34/35 B2 35 36/37 B2 35 38/39 B2 35 40/41 B2 35 42/43 B2 35 44/45 B2 35 46/47 B2 35 48/49 B2 35 50/51 B2 35 52/53 B2 35 54 B1 35 Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 21 Whg Marina Pier #3 Pedestal List. Refer to Electrical Plan Layout Sheet E-103 for location of power pedestals on Pier #3: lip # Pedestal Type Boat Length (Ft) 1/2 B2 35 3/4 B2 35 5/6 B2 35 7/8 B2 35 9/10 B2 35 11/12 B2 35 13/14 B2 35 15/16 B2 35 17/18 B2 35 19/20 B2 35 21/22 B2 35 23/24 B2 35 25/26 B2 35 27/28 B2 45 29/30 B2 45 31/32 B2 45 33/34 B2 45 35/36 B2 45 37/38 B2 45 39/40 B2 45 41 B1 50 42 D1 70 44/43 C2 55 46/45 C2 55 48/47 C2 55 50/49 C2 55 52/51 C2 55 54/53 C2 55 56/55 B2 35/50 58/57 B2 35 60/59 B2 35 62/61 B2 35 64/63 B2 35 66/65 B2 35 68/67 B2 35 70/69 B2 35 72/71 B2 35 74/73 B2 35 76/75 B2 35 78/77 B2 35 80/79 B2 35 82/81 B2 35 Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 22 Whg Marina Pier #4 Pedestal List. Refer to Electrical Plan Layout Sheet E-104 for location of power pedestals on Pier #4: Slip # Pedestal Type Boat Length (Ft) 1/2 A2 30 3/4 A2 30 5/6 A2 30 7/8 A2 30 9/10 A2 30 11 / 12 A2 30 13/14 A2 30 15/16 A2 30 17/18 A2 30 19/20 A2 30 21/22 A2 30 23/24 A2 30 25/26 A2 30 27/28 A2 30 29/30 A2 30 31/32 A2 30 33/34 B2 30/40 35/36 B2 40 37/38 B2 40 39/40 B2 45 41/42 B2 45 43A/43B C2 60/50 45/44 B2 45 47/46 B2 45 49/48 B2 45 51/50 B2 40 53/52 B2 40 55/54 A2 30 57/56 A2 30 59/58 A2 30 61/60 A2 30 63/62 A2 30 65/64 A2 30 67/66 A2 30 69/68 A2 30 73/72 A2 30 75/74 A2 30 77/76 A2 30 79/78 A2 30 81 / 80 A2 30 83/82 A2 30 84 Al 30 Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 23 Whg Marina Pier #5 Pedestal List. Refer to Electrical Plan Layout Sheet E-105 for location of power pedestals on Pier #5: Slip # P e Boat Length (Ft) 1/2 A2 30 3/4 A2 30 5 Al 30 6/7 B2 35 8/9 B2 35 10/11 B2 35 12/13 B2 35/45 14/15 B2 45 16/17 B2 45 18/19 B2 45 20/21 B2 45 22/23 B2 45 24/25 B2 45 26/27 B2 45 28/29 B2 45 30/31 B2 45 32/33 B2 45 34/35 B2 45 36/37 B2 45 38/39 B2 45 40/41 B2 45 42/43 B2 45 44/45 C2 60 47/46 B2 45 49/48 B2 45 51/50 B2 45 53/52 B2 45 55/54 B2 45 57/56 B2 45 59/58 B2 45 61/60 B2 45 63/62 B2 45 65/64 B2 45 67/66 B2 45 69/68 B2 45 71/70 B2 45 73/72 B2 45 75/74 B2 45 77/76 B2 35/45 79/78 B2 35 81/80 B2 35 83/82 B2 35 84 Al 30 85/86 A2 30 87/88 A2 30 Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 24 Whg Marina Pier #6 Pedestal List. Refer to Electrical Plan Layout Sheet E-106 for location of power pedestals on Pier #6: —UM 11111111g 1/2 A2 30 3 Al 30 4/5 B2 40 6/7 B2 40 8/9 B2 40 10/11 B2 40 12/13 B2 40 14/15 B2 40 16/17 B2 40 18/19 B2 40 20/21 B2 40 22/23 B2 40 24/25 B2 40 26/27 B2 40 28/29 B2 40 30/31 B2 40 32/33 B2 40 34/35 C2 60 36 C1 55 37 C1 60 39/38 B2 40 41/40 B2 40 43/42 B2 40 45/44 B2 40 47/46 B2 40 49/48 B2 40 51/50 B2 40 53/52 B2 40 55/54 B2 40 57/56 B2 40 59/58 B2 40 61/60 B2 40 63/62 B2 40 65/64 B2 40 67/66 B2 40 69/68 B2 40 71/70 B2 40 72 Al 30 73/74 A2 30 75/76 A2 30 Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 25 Whg Marina Pier #7 Pedestal List Refer to Electrical Plan Layout Sheet E-107 for location of power pedestals on Pier #7: Slip # 757cr Boat Length (Ft) 1 B1 50 2/3 B2 50 4/5 B2 50 6/7 B2 40 8/9 B2 40 10/11 B2 40 12/13 B2 40 14/15 B2 40 16/17 B2 40 18/19 B2 40 20/21 B2 50/40 22/23 C2 50/60 24/25/ C2 60 26/27 C2 60 28/29 C2 60 30 Cl 60 31 Cl 60 33/32 B2 50 35/34 B2 50 73/36 B2 50 39/38 B2 50 41/40 B2 50 43/42 B2 50/40 45/44 B2 40 47/46 B2 40 49/48 B2 40 51/50 B2 40 53/52 B2 40 55/54 B2 40 57/56 B2 40 58 Al 30 59/60 A2 30 61/62 A2 30 Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 26 Whg Marina Pier #8 Pedestal List Refer to Electrical Plan Layout Sheet E-108 for location of power pedestals on Pier #8: Slip # ype Boat Length (Ft) 1/2 A2 30 3/4 A2 30 5/6 A2 30 7/8 A2 30 9 Al 30 10/11 A2 30 12/13 A2 30 14/15 A2 30 16/17 A2 30 18/19 A2 30 20/21 A2 30 22/23 A2 30 24/25 A2 30 26/27 A2 30 28/29 A2 30 31/32 A2 30 32/33 A2 30 34/35 A2 30 36/37 A2 30 38/39 A2 30 40/41 A2 30 42/43 A2 30 44/45 A2 30 46/47 A2 30 Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 27 Whg Marina Pier #9 Pedestal List. Refer to Electrical Plan Layout Sheet E-109 for location of power pedestals on Pier #9: Slip # ype Boat Length (Ft) 1/2 B2 40 3/4 B2 40 5/6 B2 40 7/8 B2 40 9/10 B2 40 11/12 B2 40 13/14 B2 40 15/16 B2 40 17/18 B2 40 19/20 B2 40 21/22 B2 40 23/24 B2 40 25/26 B2 40 27/28 B2 40 3.2.2. Lighting Requirements: • Provide walkway lighting along each pier. Lighting criteria is as follows: 1.0-foot candles (fc) Average and 0.2 fc minimum for pier and walkways. • Provide additional light bollards as necessary to produce the required lighting levels on the pier. 3.2.3. Wi-Fi Requirements: • Design and provide electrical and communication service to Wireless Access Points. Provide Wi-Fi access throughout the site. • Provide mounting poles where necessary to meet Wi-Fi coverage requirements. • Poles shall be rated to withstand Risk Category I design wind speed of 157 MPH winds. • Coordinate with Security/Gate Access control design for potential dual use of mounting poles. • Coordinate Additive Alternative 4 pedestal remote monitoring system requirements with Wi-Fi system provider if Alternative 4 is chosen by marina and provided by BD Team. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 28 Whg 3.2.4. Security/Gate Access Control Requirements: • Provide Camera Security throughout site. Camera operations and computer control to be installed in server room of Dinner Key Marina. • Provide Gate Access control for each pier entrance. Gate access should be coordinated with camera security to provide a comprehensive, integrated system. • Provide all equipment, mounting including poles, cabling, and conduit as necessary to furnish a complete functional security system. Provide documentation as follows: o Electrical Plan sheets showing location and name of security devices and electrical and communication. o Electrical Riser Diagrams depicting the integration and interconnection of the security system as supplied. o Electrical wiring diagrams as necessary for system components and the integration into the Marina facility. o Provide a User Manual to describe system functions. o Provide marina operational personnel training adequate for trouble free operation, minimum of 1 full day. • Coordinate with marina operator to confirm security functions and areas of concern prior to system design. 3.2.5. Potable Water Potable Water Piping: The pipe material for installation is noted on Drawings. Fittings, flanges, and appurtenances shall be compatible with the pipe. • Copper Tubing: o ASTM B88, Type K with ASME B16.18 or ASME B16.22 solder joint fittings. Provide ASTM B42 copper pipe nipples with threaded end connections. Provide approved lead-free solder. o Ball Valves shall be copper alloy with threaded ends. Ball Valves shall be full port have quarter turn lever handles and be rated for 600 psi. Ball valves shall comply with MSS SP-110, while check valves shall comply with MSS SP-80 and be rated for 300 psi. • Stainless Steel (SS) Piping: o SS piping shall be Schedule 40, Type 316 Stainless Steel. • Polyvinyl Chloride (PVC) Piping: o PVC piping shall be Schedule 80 Plain end, ASTM D1784 and ASTM D1785 pipe and ASTM D2467 Schedule 80 fittings with solvent weld joints. Solvent Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 29 Whg shall conform to ASTM D2564. Where threaded joints are noted, Schedule 80 pipe and fittings shall be used in conformance with ASTM D 2467. o Shut off valves in dock potable water system shall be copper alloy ball valves as noted above in the "Potable Water Piping" Article above. o Plastic pipe and fittings shall bear the seal of the National Sanitation Foundation for potable water service. • High Density Polyethylene (HDPE) Piping: o HDPE piping shall be SDR-11, per ASTM D3035 and ASTM F714. o Joints shall be butt fuse welded. • Flexible Hose: o Flexible Hose and fitting materials shall be compatible with potable water and suitable for 24-hour contact with chlorine sterilization solution in the hose interior, and with seawater and sunlight on the hose exterior. o Factory assembled lengths with 200 psi working pressure and marine stainless - steel couplings each end. • Hose Bibbs: o Dock hose bibb stations shall be 3/4-inch Arrowhead "Arrow -Breaker" with integral vacuum breaker or approved equal. • Provide piping following the general arrangement shown on the attached drawings. • Provide provisions for expansion and contraction of pipe lines where necessary. Piping shall be run essentially as indicated on Drawings, care being taken to avoid interference with other piping, conduit, or equipment. The location of piping to be run on gangways and docks shall be carefully coordinated with electrical conduits specified, other utility piping and equipment location. • The Contractor shall ensure sufficient pipe flexibility and anchorage is provided for all lines for thermal expansion and contraction, pressure and dock flexing. The dock structure and components shall accommodate the piping layout requirements such that the pipe shall not become overstressed. The piping shall be properly supported and anchored. • Provide pipe supports per the applicable plumbing code. Pipe supports shall be in compliance with MSS SP-58 and MSS SP-69. Manufacturer's listed maximum load ratings shall not be exceeded. Pipe shall not exceed spacing noted on Drawings or manufacturer's recommendation whichever is smaller. • Potable water mains on docks shall be installed a minimum of 6-inches above the water line. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 30 Whg • Provide disconnect provisions for all utility services at the landside connection and at the head of each dock to accommodate maintenance. • Before jointing and erection of piping, thoroughly clean interiors of pipe, and components. Before making final equipment connections, blow out each system with compressed air at 100 psig or more. • The potable water system shall be subjected to hydrostatic test. Prior to application of the test pressure, install a calibrated test pressure gage in each system to indicate any loss in pressure occurring during the test. Apply and maintain the test pressure as noted below and in conformance with the agencies having jurisdiction, during which time there shall be no evidence of leakage as detected by a reduction in test pressure. Should a reduction occur, leaks shall be located, repaired, and the test repeated. Test pressure shall be as stated on Drawings. All equipment and apparatus required for the tests shall be furnished by the Contractor. Apply and maintain a test pressure of 150 psi for 4 hours. • A solution of chlorine and water, containing not less than 50 parts per million of free chlorine, shall be injected into the potable water system in such a manner as to ensure that the entire system is completely filled with the solution. Disinfection shall be in conformance with AV/WA C651. After injection, the system shall be isolated, and the solution held in retention for a minimum period of 24 hours. After satisfactory sterilization has been affected, the system shall be flushed with fresh water until the chlorine level is within acceptable limits as determined by the Health Department. The Contractor shall arrange for sampling and testing water for sterilization/chlorination and system flush with the Health Department. It shall be the Contractor's responsibility to ensure that the water in the system is not used for human consumption during the sterilization process and that sterilization solution is disposed of in accordance with local requirements. • Chlorine solution shall not be injected into the fire water system. 3.2.6. Fire Water Firewater Piping: The pipe material for installation on the docks is noted on Drawings. Fitting, flanges, and appurtenances shall be compatible with the pipe. • Steel Piping: o ASTM A53, Grade B Steel, galvanized o SS piping shall be Schedule 40, Type 316 Stainless Steel. • The fire water system material, equipment and installation shall comply with NFPA 14 and NFPA 303. Signage for the fire department connections shall be as indicated on the DCP Drawings and as approved by a registered fire protection Engineer or fire protection professional and the local Fire Marshal or Fire Chief. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 31 Whg • Provide provisions for expansion and contraction of pipe lines where necessary. Piping shall be run essentially as indicated on DCP Drawings, care being taken to avoid interference with other piping, conduit, or equipment. The location of piping to be run on gangways and docks shall be carefully coordinated with electrical conduits specified, other utility piping and equipment location. • The Contractor shall ensure sufficient pipe flexibility and anchorage is provided for all lines for thermal expansion and contraction, pressure and dock flexing. The dock structure and components shall accommodate the piping layout requirements such that the pipe shall not become overstressed. The piping shall be properly supported and anchored. • Provide pipe supports per the applicable plumbing code. Pipe supports shall be in compliance with MSS SP-58 and MSS SP-69. Hangers, straps, brackets, fasteners, and appurtenances shall be 316 stainless steel or galvanized steel as indicated on the Drawings. Manufacturer's listed maximum load ratings shall not be exceeded. Pipe shall not exceed spacing noted on Drawings or manufacturer's recommendation whichever is smaller • The firewater systems shall be subjected to hydrostatic test. Each system may be tested as a unit or in sections, subject to approval by the Engineer. Prior to application of the test pressure, install a calibrated test pressure gage in each system to indicate any loss in pressure occurring during the test. Apply and maintain the test pressure as noted below and in conformance with the agencies having jurisdiction, during which time there shall be no evidence of leakage as detected by a reduction in test pressure. Should a reduction occur, leaks shall be located, repaired, and the test repeated. Test pressure shall be as stated on Drawings. All equipment and apparatus required for the tests shall be furnished by the Contractor. All newly installed fire service lines shall pass hydrostatic and hydrodynamic testing requirements as performed by the local fire marshal. Apply and maintain a test pressure of 200 psi for two hours. 3.2.7. Sanitary Sewer Sewer Systems Pump -out Units: • Dock sanitary sewer system shall include a central vacuum pump such as the model 1000 remote unit as manufactured by KFCO, telephone number (800) 900-7867, or the Masterline CV5400 unit as manufactured by EMP industries, telephone number (800) 355-7867, or approved equal. All units shall have a minimum 5 horsepower motor, 60-gallon per minute capacity, and 29 inches of mercury vacuum. • Each unit shall be capable of evacuating sewage from boats holding tanks and delivering to an atmospheric sewer system as noted on Drawings. The systems shall also be provided with a 1-1/2-inch hose connections. The pump -out unit manufacturer shall provide the hoses. Hose shall be 1-1/2-inch size, flexible polypropylene, vacuum rated, UV resistant with quick -release fittings at each end. Controls for unit shall be mounted on or immediately adjacent to unit and also be Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 32 Whg mounted on the hose reel cart. Unit shall be base mounted, provided with a marine grade aluminum or stainless -steel enclosure, with powder coating finish. Final finish coat shall be white. Each unit shall be provided with the recommended spare parts for commissioning and two years of operation, including all required special tools. • Manufacturer's warranty for pump out unit shall be a minimum of 3 years after installation. • Provide piping following the general arrangement shown on the DCP Drawings. • Provide provisions for expansion and contraction of pipe lines where necessary. Piping shall be run essentially as indicated on DCP Drawings, care being taken to avoid interference with other piping, conduit, or equipment. The location of piping to be run on gangways and docks shall be carefully coordinated with electrical conduits specified, other utility piping and equipment location. • The Contractor shall ensure sufficient pipe flexibility and anchorage is provided for all lines for thermal expansion and contraction, pressure and dock flexing. The dock structure and components shall accommodate the piping layout requirements such that the pipe shall not become overstressed. The piping shall be properly supported and anchored. • Provide pipe supports per the applicable plumbing code. Pipe supports shall be in compliance with MSS SP-58 and MSS SP-69. Hangers, straps, brackets, fasteners, and appurtenances shall be 316 stainless steel or galvanized steel. Manufacturer's listed maximum load ratings shall not be exceeded. Pipe shall not exceed spacing noted on Drawings or manufacturer's recommendation whichever is smaller. • Sanitary sewer systems shall be tested as a water line, using a test pressure of 125 psig. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 33 Whg 4. D/B Team Submittals 4.1. Structural Submittals a) Concrete mix design. A mix design for all concrete placed on the project concrete shall be submitted to the Owner for review. b) Concrete test results. All concrete shall be sampled and tested for quality control. Testing shall be performed by a DOT approved testing lab, and the results shall be provided to the Owner. c) Concrete repair data tables and quantities d) Shop drawings for prestressed concrete components e) Timber material certifications for all components f) Timber pile and bracing wraps g) Pile driving logs, embedment length and tip elevation h) Connection hardware i) FRP Grating cut sheets and shop drawings j) Bid Alternate components — piles, framing, connection hardware 4.2. Electrical Submittals 4.2.1. Electrical System Equipment Shop Drawings and Submittal Items a) Panelboards b) Substations c) Wires and Cables a. Splice and termination components (including electrical enclosures). b. Electrical Enclosures, junction boxes, pull boxes, cabinets. c. Conduit, fittings, mounting straps, supports. d) Grounding and bonding equipment. e) Receptacles f) Circuit Breakers g) Disconnect Switches h) Service Entrance Equipment i) Motor starters j) Surge protective devices k) Ground fault monitoring system 1) Power Pedestals m) Luminaire fixtures, driver/ballast data Dinner Key Marina Repairs Design Criteria Package 1 9450-08 1 Page 34 Whg n) Lighting contactors/lighting control relay panel o) Photocell p) Aluminum Light & Camera poles q) Marine Navigation Light r) Electrical system schematics, single line diagrams, equipment layouts, electrical details sheets forming a complete construction package. 4.2.2. Electrical Test Reports a) 600 volt wiring test b) Grounding system test c) Ground -fault monitoring test d) Perform Core MAC/PHY interoperability over at least one of the following: IEEE 802.11a, 802.11 b, 802.11 g and 802.11 n. e) Perform Wi-Fi Protected Access 2 (WPA2) security, which aligns with IEEE 802.11i. WPA2 is available in two types: WPA2-Personal for consumer use, and WPA2 Enterprise, which adds EAP authentication. 4.3. Potable Water Submittals a) Pipe operating and design pressure calculations b) Piping layout drawings c) Hydraulic calculations supporting the pipe layout and sizing d) Material submittals and specifications, including: a. Pipe b. Valves c. Fittings d. Tees e. Flanges f. Hose Connections e) Pipe welding, fusing, or joining methodology and qualifications or certifications f) Pipe thermal expansion / contraction calculations g) Pipe support details h) Hydrostatic test report Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 35 Whg 4.4. Fire Water Submittals a) Pipe operating and design pressure calculations b) Piping layout drawings c) Hydraulic calculations supporting the pipe layout and sizing d) Material submittals and specifications, including: a. Pipe b. Valves c. Fittings d. Tees e. Flanges f. Hose Connections e) Material Fire Marshall or UL Listing f) Pipe welding, fusing, or joining methodology and qualifications or certifications g) Pipe thermal expansion / contraction calculations h) Pipe support details i) Hydrostatic test report 4.5. Sanitary Sewer Submittals a) Pipe operating and design pressure calculations (force main) b) Pump station specifications c) Piping layout drawings d) Hydraulic calculations supporting the pipe layout and sizing e) Material submittals and specifications, including: a. Pipe b. Valves c. Fittings d. Tees e. Flanges f. Hose Connections Pipe welding, fusing, or joining methodology and qualifications or certifications Pipe thermal expansion / contraction calculations f) g) Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 36 Whg h) Pipe support details i) Hydrostatic test report 4.6. Marina Appurtenances Submit product cut sheets for the following marina appurtenances: a) Dock boxes b) Trash/Recycling Receptacle c) Cleats d) Line holders e) Pile hats f) Aluminum Ladders Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 37 Whg Appendix A: DCP Drawings Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 38 Whg Appendix B: List of DCP Reference Documents 1. 2018 Topographic Survey 2. 1946 Underground Record Survey 3. 1950 Underground Survey 4. 1995 Peter De La Rosa Survey 5. Geotechnical Report (pending completion by HP Consultants, Inc. 6. 2018 Hurricane Irma Assessment Report by M&N The following as -built drawings are referenced for this DCP and will be available for download from the City of Miami: • 1986 Marina Construction Drawings • 2008 Pier 3 Repairs Drawings • 2010 Maintenance Dredging Permit Drawings • 2015 Sewage Pump Out System Drawings Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 39 moffatt & nichol Wig moffatt & nichol Dinner Key Marina Repairs Design Criteria Package Program Requirements 9450-08 Location: 3400 Pan American Dr. Miami, FL 33133 Client Name: City of Miami Contract No.: Submittal Stage 100% Design Criteria Package Issue Date: October 26, 2018 Whg Design Criteria Engineer (DCE) Moffatt & Nichol 2937 SW 27th Avenue Suite 101 a Miami, FL 33133 (305) 230-1924 Sub -Consultants Olin Hydrographic Solutions, Inc. 2900 Calusa Street Coconut Grove, FL 33133 (305) 619-2800 HP Consultants, Inc. 10220 SW 107 Street Miami, FL 33176 (305) 596-2857 Table of Contents 1. Project Overview 1 1.1. Existing Conditions 2 1.1.1. Concrete Walkways 2 1.1.2. Finger Piers 2 1.1.3. Utility Services 2 1.2. Marina Structural Work 3 1.2.1. Structural Demolition 3 1.2.2. Structural Repairs 3 1.2.3. Structural Replacement 5 1.3. Marina Utility Work 5 1.3.1. Utility Demolition 5 1.4. Marina Appurtenances 7 1.5. Additive Bid Alternatives 8 2. Marina Design Requirements 9 2.1. Calculations 9 2.1.1 Structural Design 9 2.1.1. Structural Bid Alternate 9 2.1.2. Electrical Design 9 2.1.3. Plumbing Design 10 2.2. Construction Drawings 11 2.3. Design -Builder Submittals 11 2.4. Design Review Meetings 11 2.5. Project Schedule 12 2.6. Permitting and Approvals 12 3. Technical and Performance Requirements 13 3.1. Marine Structures 13 3.1.1. Load Requirements 13 3.1.2. Environmental Design Criteria 13 3.1.3. Concrete Walkways 14 3.1.4. Timber Finger Piers 16 3.1.5. Subsurface Soils Information and Geotechnical Report 17 Dinner Key Marina Repairs Design Criteria Package 19450-08 I Page iii 3.2. Utilities 17 3.2.1. Electrical 17 3.2.2. Lighting Requirements: 28 3.2.3. Wi-Fi Requirements: 28 3.2.4. Security/Gate Access Control Requirements: 29 3.2.5. Potable Water 29 3.2.6. Fire Water 31 3.2.7. Sanitary Sewer 32 4. D/B Team Submittals 34 4.1. Structural Submittals 34 4.2. Electrical Submittals 34 4.2.1. Electrical System Equipment Shop Drawings and Submittal Items 34 4.2.2. Electrical Test Reports 35 4.3. Potable Water Submittals 35 4.4. Fire Water Submittals 36 4.5. Sanitary Sewer Submittals 36 4.6. Marina Appurtenances 37 Appendix A: DCP Drawings Appendix B: List of DCP Reference Documents Dinner Key Marina Repairs Design Criteria Package 9450-08 Page iv Whg 1 Project Overview The City of Miami (Owner) has retained Moffatt and Nichol (M&N) as the Design Criteria Engineer (DCE) to provide the drawings and design criteria to be used by Design -Build (D/B) firms to bid on the Dinner Key Marina project which includes the repair and/or replacement of the marina docks and associated utilities. The project includes the design and construction of waterside structures and utilities that were damaged during Hurricane Irma in September 2017. D/B firms shall provide, at a minimum, the services of a general D/B Team, as well as the services of engineering professionals as necessary to provide the Owner with a Bid package that includes the design and installation of the following components in compliance with the criteria presented herein: • Repair and replacement of damaged timber finger piers. • Repair of concrete walkway decks, pile caps, and piles. • Replacement of FRP grating on concrete walkway decks. • Replacement of damaged timber mooring piles. • Replacement of potable water and fire protection system. • Replacement of trash receptacles and dock boxes throughout the marina. • Repair of sanitary pump -out system. • Replacement of electrical system including: marine power pedestals, lighted bollards, associated electrical infrastructure, four upland service entrance locations and associated distribution systems. • Installation of Wi-Fi communication, Security/Access control, and CCTV system. The construction shall be phased to allow the marina to remain partially operational during construction. The construction phasing shall be scheduled to complete up to two piers at a time. In addition to the Base Bid components listed above, there are three additive alternatives under consideration. The additive alternatives are included on sheets S-121 through S-129 of the DCP Drawings: • Additive Alternative 1 — includes the repair and replacement of marina components that have sustained non -storm related damage. • Additive Alternative 2 — includes Finger Piers indicated as "replacement" in the DCP Drawings to be replaced using prestressed concrete piles, aluminum or fiberglass reinforced polymer (FRP) composite framing, with FRP grating. Diagonal bracing shall be provided, if needed, to provide sufficient lateral load capacity for the design loads indicated. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 1 Whg • Additive Alternative 3 — includes the added cost to upgrade utility pedestals to include a "weather base" to allow the pedestal to be separated from its base before weather emergencies and stored to prevent damage. 1.1. Existing Conditions Dinner Key Marina was constructed in 1986 and has been repaired over the past 30+ years. See Appendix B for a list of available record drawings and reference documents for the project. The marina is currently in a state of disrepair from damage sustained during Hurricane Irma in September 2017. 1.1.1. Concrete Walkways Piers 1 through 7 consist of prestressed, flanged concrete U-beams that span between concrete pile caps with prestressed concrete piles. The U-beams have openings to allow light and water to pass through the walkways. The top of the U-beams are covered with sections of FRP bar grating that are in various states of disrepair or missing. During Hurricane Irma, many sections of grating became disconnected from the concrete. Some of the grating was lost and the grating that was recovered was reinstalled on the concrete. However, some of the connections are not sound and the grating tends to shift on the concrete bearing lip. Additionally, some of the flanges of the U-beams sustained impact damage resulting in section loss. The chase beneath the grating of the concrete walkways is used to run utilities along the length of the pier. The U-beam walls and flanges have penetrations at each utility pedestal for conduits and water line connections. The concrete flanges of the U-beams are used to support utility pedestals, electrical transformers, firewater stations, cleats, dock boxes, and life rings. The general condition of the concrete structures is typical of approximately 30+ year old docks that are exposed to the marine environment. For example, corrosion cracks, open and closed corrosion spalls are noted throughout the pile caps, U-beams and piles. Piers 8 and 9 are located along the concrete bulkheads. Pier 8 has timber finger piers extending from the bulkhead. Many of the boat slips at Pier 9 have mooring piles only, and no finger piers. 1.1.2. Finger Piers Timber finger piers jut out from the concrete walkways and are supported by three or four rows of 2-pile bents depending on the size of the slip. The finger piers consist of a ramped section and a leveled section. The finger piers are typically 4-ft wide and are constructed of timber piles, pile caps, stringers and deck. 1.1.3. Utility Services Electrical power service, potable water, and central sanitary sewer are existing at the marina and shall be repaired/replaced as noted on sheets P-101, P-102, E-001, E-010, E-011 and E- 101 through E-111 of the DCP Drawings. Single line diagrams, E-601 through E-604 depict Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 2 Whg the general pier electrical design. D/B Team will be responsible for final design, drawings, and calculations. Existing telephone system including hardware and panels will be removed from service. Existing landside electrical conduits will be reused from landside service entrance locations out to electrical handholes which feeds each pier its electrical service. 1.2. Marina Structural Work The marina work includes demolition of existing waterfront structures, repair of damaged waterfront structures, and the design and construction of new infrastructure as indicated on the DCP Drawings. A Damage Assessment Report issued by Marine Specialties Limited dated June 2018 combined with a field inspection of the marina conducted by M&N in June 2018 was used to identify which waterfront structures must be replaced entirely, and which can be repaired. These structures are labeled on the DCP Drawings as needing to be Replaced, Type 1 Repair, or Type 2 Repair. Detailed descriptions of these categories are found in section 1.2.3. 1.2.1. Structural Demolition • Demolish and dispose of damaged timber mooring piles identified on DCP Drawings to be replaced. • Demolish and dispose of damaged timber finger pier piles for finger piers slated for replacement. • Demolish and dispose of timber finger pier framing components (stringers, pile caps, decking, and bracing) as necessary to facilitate Replacement, Type 1 and Type 2 repairs as indicated on DCP Drawings. In addition to the preceding list, the Owner shall provide a survey identifying submerged debris throughout the marina. Submerged debris shall be removed and disposed of prior to commencement of new construction. The D/B Team is responsible for disposal of all demolished materials and debris. 1.2.2. Structural Repairs 1.2.2.1 Finger Pier Repairs Timber finger piers that sustained moderate or localized damage during Hurricane Irma shall be repaired by reconstructing only the damaged components. Based on field observations, finger piers in need of repair come in two categories: Type 1 and Type 2. Type 1 Repairs: include the replacement of the timber pile caps, cross bracing, and any other components required to meet the loading criteria provided in Part 3 of this document. For finger piers flagged for type 1 repairs, the timber piles were determined to be structurally sound and the stringers and decking were recently replaced. Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 3 Whg Type 2 Repairs: include the replacement of all components except for the timber piles. Finger piers flagged for Type 2 Repairs have structurally sound piles, but the pile caps, cross bracing, stringers and decking have sustained significant enough damage as to require replacement. 1.2.2.2 Concrete Walkway Repairs The prestressed concrete U-beams that comprise the walkways have localized damage from vessel impacts, as well as spalling and cracking typical of 30+ year old waterfront structures. Areas of repair are indicated on sheets S-101 through S-109 with alternative repairs on sheets S-121 through S-129. D/B Team shall provide a design -level inspection to catalog the defects and the locations, dimensions, and quantities of required repairs. Concrete 1.2.2.3 Pile Cap Repairs Some of the pile caps have spalling that requires repair. Pile caps slated for repairs are indicated on sheets S-121 through S-129. Repairs are indicated as Type A (open corrosion spall) and Type B (closed corrosion spall). Details regarding the approximate size of the spall are located on sheet S-502. 1.2.2.4 Pile Repairs Some of the concrete piles on Piers 3 and 5 have cracks and spalls that require repair. A concrete pile jacket shall be installed around the defect to restore structural capacity and prevent further deterioration of the piles. The location of damaged piles are provided in the table below, reference 20 18 Hurricane Irma Assessment Report by M&N: Concrete Pile Defect Locations Table Pier Pile Cap Pile Location I 3 22 West Crack below water 3 23 West Spall above water 5 9 West Spall above water 5 10 East Spall above water 5 10 West Spall above water 5 18 West Spall above water 5 20 East Crack above water 5 22 East Crack above water 5 26 South Spall above water Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 4 Whg 1.2.3. Structural Replacement 1.2.3.1 Finger Pier Replacement Timber finger piers that were irreparably damaged during Hurricane Irma shall be replaced in the existing footprint. The materials to be replaced include timber piles, pile caps, cross bracing, stringers, and decking. Overall dimensions and elevations of the piers shall match the existing piers, and where practical, timber piles shall be driven in the same location as extracted piles. Timber piles and diagonal bracing shall be wrapped as indicated in the DCP Drawings. The elevation of the top of the timber piles shall be +10 feet above mean high water level (NAVD). 1.2.3.1.1. ADA Compliance The repairs to Dinner Key Marina shall comply with the Americans with Disabilities Act (ADA) Standard 1003 and the Florida Accessibility Code for Building Construction, section 235. These guides provide the accessibility requirements for recreational facilities. Based on the total number of boat slips in the marina a minimum number of accessible slips must be provided, and those slips must be dispersed throughout the various types of slips the marina provides. These standards require a minimum of 8 ADA accessible slips for a total number of slips at the marina in the range of 501-600. 1,2.3.2 Concrete Walkway Replacement Spans of the concrete walkways that sustained damage too significant to repair shall be replaced. The spans slated for replacement are indicated on sheets S-101 through S-109 with the alternative spans on sheets S-121 through S-129 on the DCP Drawings. The concrete beams being replaced may be cast in place, or hybrid beams (a combination of prestressed and cast in place concrete). Typical section views of these beam replacement options are provided on sheet S-410 of the DCP Drawings, however the D/B Team may design other "in kind" replacement solutions. 1.3. Marina Utility Work 1.3.1. Utility Demolition 1.3.1.1 Electrical • Demolish and dispose of existing conduit and conductors to each dockside transformer -and pedestal. Reuse conduit and bulkhead sleeves from landside utility to walkway/pier. Capture and extend existing conduit to new distribution equipment as required. • Demolish and dispose of all light bollards and associated existing conduit and conductors on each pier. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 5 Whg • Demolish and dispose of all telephone wiring, and enclosures, from each service entrance to all piers, and pedestals. Remove all telephone conductors back to telephone service, cap and label empty conduits as spare. • Demolish and dispose of electrical disconnect(s) for each individual pier feed and disconnects for vacuum/sewage system. Maintain conduit from power source to sewage pump. Coordinate electrical changeover to new service with marina owner to minimize disruption of sanitary service. • Demolish and dispose of electrical service for sewer pump -out station. Underground conduit to remain and be reused. 1.3.1.2 Potable Water • Demolish and dispose of existing potable water piping, valves, and pipe supports from the bulkhead to each dockside potable water service connection. Components landside of the bulkhead to remain. 1.3.1.3 Fire Water • Demolish and dispose of existing fire water piping, valves, standpipes, hose stations, and pipe supports from the bulkhead to each dockside firewater standpipe. Components landside of the bulkhead to remain. 1.3.1.4 Sanitary Sewer • Existing sanitary sewer mains and laterals to remain unless otherwise noted on attached drawings. • Demolish and dispose of identified damaged or broken vacuum sewer pump out hydrants, as indicated on drawings. • Remove broken pipe connection as indicated on drawings. Piping that will remain will require temporary support until permanent pipe supports have been installed. 1.3.1.5 Utility Replacement Electrical power service, potable water, and central sanitary sewer are existing at the marina and shall be replaced as noted on the drawings. Wi-Fi access, CCTV and Security/Access control will be added to upgrade the services at the marina. There are no provisions for adding a fuel service. 1.3.1.6 Electrical Pier and walkway lighting shall be evaluated to produce a lighting plan with photometric calculations to confirm adequate lighting levels. Lighting criteria based on OSHA requirements and Illuminating Engineering Society of North America (IESNA) recommendations for pier Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 6 Whg and walkway usage. Refer to drawings for specific criteria. Note, as Wi-Fi & CCTV functions are new to the marina, additional components and equipment may be required (CCTV and W- Fi access point poles). D/B Team will be responsible for furnishing a complete, and functional system. 1.3.1.7 Potable Water All existing marina potable water systems will be replaced entirely; a new potable water system consisting of potable water mains, isolation valves, supporting members, and service at each connection shall be provided. The sizing of the potable water system shall comply with the 2017 Florida Building Code occupant load and fixture requirements; materials, installation, sterilization, and commissioning shall be per the Miami Dade County standards and requirements. 1.3.1.8 Fire Water All existing marina fire water systems will be replaced by a new, NFPA 303 compliant wet class III standpipe and hose station system, hydraulically designed to provided 250 gallons per minute at 100 pounds per square inch (psig) to the two most hydraulically remote hose stations. 1.3.1.9 Sanitary Sewer The marina currently has one vacuum sewer pumpout station that serves all marina finger piers. Three new vacuum sewer pump stations shall be introduced to the marina, with one sewer pump station dedicated for every two marina finger piers. The existing sewer lift station onshore shall be bypassed with a new force main. 1.4. Marina Appurtenances • Dock Boxes — Coordinate with Owner to furnish and install one Dock Box per boat slip throughout the marina. • Trash & Recycling Receptacle — Furnish and install one receptacle at each main pier entrance along the bulkhead. Coordinate with Owner and marina management for style and exact location. • Cleats — Cleats for replaced and repaired concrete walkways shall be 15-inch aluminum Almag-S cleats or approved equivalent. • Line -Holders — Furnish and install two line -holders on either side of new mooring piles as indicated on S-501. • Pile Hats — Furnish and install new pile hats on each new timber pile. • Aluminum Ladder — Furnish and install new 6-rung, aluminum ladder as indicated on DCP Drawings. Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 7 Whg 1.5. Additive Bid Alternatives In addition to the repairs of components damaged by Hurricane Irma, the Owner has requested three alternative bids to consider: • Additive Alternative 1 — includes a cost to include the repair and replacement of marina components that have sustained non -storm related damage. • Additive Alternative 2 — includes a cost to upgrade Finger Piers indicated as "replacement" in the DCP Drawings to be replaced using prestressed concrete piles, aluminum or FRP composite framing, with FRP grating. Diagonal bracing shall be provided, if needed, to provide sufficient lateral load capacity for the design loads indicated. • Additive Alternative 3 — includes the added cost to upgrade all utility pedestals to include a "weather base" to allow the pedestal to be separated from the permanent base before weather emergencies and stored to prevent damage. The weather base would contain the electrical incoming power termination points, bus and water service and would remain in place such events. The pedestal head would then be re -installed after the weather event has passed. Provide a "per -pedestal" cost to upgrade each pedestal style to a pedestal that can be easily removed and storage in a safe location for weather events. The pedestal head would then be re -installed after the weather event has passed. The pedestals are configured in are four receptacle and service configurations, as shown in layout drawings legend. These four styles will be supplied in one or two slip models. A complete listing per pier is included in the Utilities/Electrical section of this document. The weather base would contain the electrical incoming power termination points, bus and water service and would remain in place such events. • Additive Alternative 4 — includes the added cost to upgrade all utility pedestals to include an electronic remote monitoring system for each pedestal. Package shall include all components necessary to furnish a complete system to monitor individual pedestal energy usage (kWH), and pedestal ground fault level status. This package shall allow Dinner Key Marina to monitor pedestal status remotely via Wi-Fi communication protocols. Power monitoring accuracy shall be marked and tested to conform to Standard ANSI-C12.1, and NTEP standards with +/- 1% accuracy. Coordinate Wi-Fi inter -connectivity with Wi-Fi system as provided in DCP and drawings. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 8 Whg 2. Marina Design Requirements The calculations, construction drawings, specifications and shop drawings are outlined in this section. The marina repairs and upgrades shall be designed to meet the Technical and Performance Requirements provided in Chapter 3 of this document and on the DCP Drawings. 2.1. Calculations Calculations shall be prepared for all repairs and upgrades to the Marina. A basis of design with supporting calculations shall be signed and sealed by a Professional Engineer licensed in the State of Florida. The basis of design shall be submitted to the Owner and the DCE for review and approval. The basis of design shall include, at a minimum, the following design criteria, assumptions, and calculations for the following project elements: 2.1.1 Structural Design Provide structural design calculations for the project items, including, but not limited to: • Timber finger piers o Deck o Stringers o Pile Caps o Bracing o Piles • Mooring piles • Fender piles • Concrete Walkways o Prestressed and/or reinforced concrete design of replacement deck spans o FRP or carbon reinforced concrete repairs, as applicable • FRP Bar Grating • Concrete pile cap repairs • Concrete pile jackets 2.1.1. Structural Bid Alternate • Finger pier replacement with aluminum framing and FRP bar grating 2.1.2. Electrical Design Provide coordinated electrical design to feed shore power to pedestals as identified on the electrical layout drawings. An electrical layout depicting pedestal location with power configurations are included for each pier. Additionally, refer to electrical drawings to design specific requirements for each pier service and the required utility feed for additional and Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 9 Whg associated electrical equipment. D/B Team shall consider construction phasing for this project. As the current plan is to replace and rebuild two piers at a time, any diversity calculation for pier loading may need to be reconsidered in order for the marina to enable full usage at each pier. Coordinate with marina owner for expected pier demands to allow for nuisance -free power supply to boats for the duration of the construction period. Wireless Access Points, Security/Access Control, and lighting will be included in the electrical load for each pier. Calculations are required for all provided equipment and services are as follows: • Electrical service size calculations for Electrical Utility coordination. • Ground Fault monitoring and protection settings as required per NEC Article 555 and required in RFP documents • Connected and Demand Load calculations per dock • Disconnect, panelboard, and transformer sizing calculations • Short circuit calculations at distribution equipment and pedestals • Wire sizes and voltage drop calculations • Photometric calculations, including luminaire quantities and sizes • Wi-Fi coverage and location plan • Security/Gate Access plan, coordinate with marina operational personnel 2.1.2.1 Wireless Internet System • System design to provide Wi-Fi connectivity to all boat slips at Dinner Key Marina. Only Wi-Fi Alliance certified products should be used for system components in order to ensure interoperability and performance levels above the standard Wi-Fi Alliance minimums. • Wi-Fi system controller and supervisory interface shall be located in the server room of Dinner Key Marina. Coordinate location, and requirements with marina owner prior to bid process. 2.1.2.2 Security System • System design to include security camera system, including CCTV controller, and integral Gate Security/Access Control. • Supervisory control of security system will be located in marina server room. Coordinate location, and requirements with marina owner prior to bid process. 2.1.3. Plumbing Design Provide coordinated utility design and installation for potable water, vacuum sewer system pump stations and discharge force main, and firewater systems for each finger pier. Coordinate installation with other trades. Specific utility design requirements include: Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 10 Whg • Potable water o Provide water main, pipe branches, and hose bibb risers for each utility pedestal requiring water service, considering system demand using fixture unit counts for each water fixture per the FBC. o Select pipe size and complete hydraulic calculations considering minimum fixture delivery pressures at the hydraulically most remote fixture. Calculations to consider existing system pressure at tie in at the bulkhead and the pressure loss through piping infrastructure, inclusive of backflow preventers. • Sewage Pump out system o Select peristaltic vacuum sewer pump out system o Size force main per industry practices and develop hydraulic calculations for force main system • Fire Protection System o Perform hydraulic calculations for standpipe system per NFPA 303 and NFPA 14 requirements o Size piping, valves, and standpipe systems o Develop system design, inclusive of detailed piping layouts and material specifications 2.2. Construction Drawings Marina repair drawings shall be submitted to the Owner and DCE for review prior to construction. Drawing submittals are required at 50% and 100% levels of completion. The marina repair drawings may include a combination construction drawings and shop drawings, as applicable. Allow 14 calendar days for Owner and DCE to review and comment. 2.3. Design -Builder Submittals D/B Team submittals are required for all materials and equipment to be installed at the Marina. The submittals shall include product information and installation procedures for all items of work. Allow 10 calendar days for Owner review of submittals. 2.4. Design Review Meetings A review meeting with the Owner and D/B Team, including Engineer of Record, is required to discuss review comments and responses after each design submittal. The design review meeting will include a round table discussion and a site visit to observed items discussed during the design review meeting. Dinner Key Marina Repairs Design Criteria Package 1 9450-08 1 Page 11 Whg 2.5. Project Schedule The D/B Team shall maintain a project schedule throughout the duration of the design and construction phases of the project. The schedule shall include an updated design and construction progress schedule. The schedule shall be provided in Microsoft Project ".mpp" format. Key Milestones to be included on the D/B Team schedule: Environmental Permitting — Estimated 9 to 12 months • Application Submittal — November 2018 • Application Processing — January 2019 — September 2019 Design Phase • D/B Team prepares 100% Design Drawings and Specifications • City Review • Building Department Review for Construction Permit Construction Phase The construction phase shall be phased to maintain operations during construction. 2.6. Permitting and Approvals M&N will apply for environmental permits as required with the Division of Environmental Resources Management (DERM) Class I (Preliminary Stamps Only), the Florida Department of Environmental Protection (FDEP), and the Army Corp of Engineers (USACE). The D/B Team is responsible for obtaining all local and trade permits including the final DERM Class I permit after obtaining the building department permits. The D/B Team is responsible for any required modifications to the permits that result from the D/B Team's design. The Owner is responsible for all permitting fees. The D/B Team is responsible for coordinating approval of the Authority Having Jurisdiction (AHJ). D/B Team is responsible for any variance applications resulting from code requirement deviations such as ASCE 24 Design Flood Elevations (DFE) and NEC Electrical Datum Plane requirements. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 12 Whg 3. Technical and Performance Requirements The service life of new structural components shall be a minimum of 25 years. The D/B Team shall not commence work on in -water and over -water marine structures or utilities until permits from the required state and local permitting agencies are obtained. Any work done below Mean Higher High Water (MHHW) is considered in -water work. 3.1. Marine Structures The Waterfront Structure System consists of all finger piers, concrete walkways, and appurtenances at the Dinner Key Marina project site that are necessary and required for safe access to and mooring of the design vessels. Provide a Waterfront Structure System complete in place, as specified throughout this DCP, as needed for a complete, usable, and proper installation. All material and equipment shall be installed per the Manufacturer's recommendations and the criteria set in this DCP and by the D/B Team and Engineer of Record. 3.1.1. Load Requirements Design loads shall be in accordance with ASCE Manual No. 50, Planning and Design Guidelines for Small Craft Harbors. Live load combinations shall be in accordance with the Florida Building Code. Dead Loads shall include the weight of the permanent structural, mechanical, and electrical components. Dock dead loads shall consist of the weight of the timber structure, miscellaneous connection devices, and all other permanently attached accessories such as cleats and pedestals. D/B shall exercise care to be sure that all dead loads are accurately determined and accounted for. Live Loads shall include uniform and point loads as follows: • 100 psf uniform live load for concrete walkways and finger piers. • 1,0001b golf cart live load for concrete walkways. • 4001b point load at any point on the concrete walkways, grating, and finger piers. 3.1.2. Environmental Design Criteria Wind Exposure The docks and walkways at Dinner Key Marina are considered Risk Category 1 structures per Florida Building Code Table 1604.5. The design wind speed for the project site is based on the ASCE 7-16 Load Requirements for Building and Other Structures. The wind speeds listed below are based interpolation of the wind speed contours (source: http://hazards.atcouncil.org ) • MRI 10-Year 90 mph Dinner Key Marina Repairs Design Criteria Package 1 9450-08 1 Page 13 Whg • MRI 25-Year 114 mph • MRI 50-Year 129 mph • MRI 100-Year 140 mph • Risk Category 1 Wind Speed 157 mph The hurricane damage to the docks and walkways was due to a combination of high water levels, vessel impacts, and vessel mooring line loads on the structures. The intent of the structural repairs for the project is to replace the docks and walkways within the same layout as the existing structures. The intent of the building code is to design the docks for the Risk Category 1 wind speed. However, when Hurricane force winds occur, it is likely the docks and walkways will be submerged, i.e. wind load on the docks equals zero. However, the docks shall be designed for the wind loads on the vessels which are tied to the mooring piles. The top of timber pile cutoff elevation will be increased to +10 feet NAVD for the project to provide additional protection from boats during high water events and allow boats to stay moored during high water events. Therefore, the docks and lateral bracing shall be designed to maximize the lateral capacity of the docks to withstand a combination of storm surge and wind loads on the vessels. Storm Surge The waterfront structures shall be designed to survive a storm surge water level (including astronomical tidal component) of the FEMA 100-year flood elevation of +16 ft NGVD, see FIRMette map in the Attachments. Berthing/Mooring The finger piers and concrete walkways shall be designed for the mooring and berthing loads of the design vessels: • Berthing load (impact load) — Vessel speed of 3 knots impacting the dock at 10 degrees from the centerline of the finger piers. For side tie conditions, the impact shall be considered at 30 degrees. • Mooring load — Line pull acting in any direction at a 45-degree angle from the horizontal. The mooring loads shall be calculated based on the maximum operational wind and wave conditions. Shielded vessels shall take 20% of load experienced by the windward vessel. 3.1.3. Concrete Walkways Spans of the concrete walkways that are indicated to be replaced or repaired are indicated on sheets S-101 through S-129 of the DCP Drawings. The concrete beams being replaced may be cast in place, or hybrid beams (a combination of prestressed and cast in place concrete). Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 14 Whg Damage to concrete walkways eligible for repair include impact damage and corrosion damage. The D/B Team shall provide a design -level inspection to catalog the defects and the locations, dimensions, and quantities of repairs required. Repair to prestressed concrete deck spans and piles require externally bonded reinforcement (such as FRP or carbon mesh) to restore capacity from loss of prestress. Minor cracks and spalls that do not result in the loss of prestress may be repaired by saw -cutting, chipping -out, cleaning and casting the defect with mortar. Concrete walkways slated for repair may be replaced in lieu of repair if the replacement cost is comparable. All concrete construction shall be in accordance with FDOT Standard Specifications. Concrete construction shall provide 3-inch clear cover over reinforcing steel and be designed for a maximum flexural crack width of 0.007 inches. All concrete mixes shall be designed for an extremely aggressive environment, including: • A corrosion inhibitor chemical admixture (ASTM C494) • Type II cement (ASTM C150) • Fly ash mineral admixture (ASTM C618) • Water to cement ratio of 0.40 maximum The mix design shall be submitted to the Owner for review. Prestressed elements shall meet the following compressive strength requirements: • 28-day Concrete strength - 8,000 psi • Net compressive stress greater than zero in the bottom of the beam for dead load only • Reinforcement layout shall be designed to allow space for pipe and conduit penetrations for utility risers and pedestals, and anchorage for cleats and other appurtenances. FRP grating shall bear on a recessed ledge cast into the concrete beams and the top of the grating shall be flush with the concrete walkway. FRP grating shall be designed to meet the project requirements: • FRP grating shall include a UV inhibitor and be designed for exposure to the marine environment. • Bearing ledge shall be provided to support FRP grating. • FRP grating shall have a 2-inch nominal height to fit the existing concrete walkways. • FRP grating shall be anchored to the concrete to resist uplift forces when the walkways are submerged. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 15 Whg 3.1.4. Timber Finger Piers The timber finger piers shall be designed in accordance with the Florida Building Code, and the Southern Forest Products Association Marine Construction Guide, Best Management Practices, and Treated Wood in Aquatic Environments for the design loads indicated. Timber Piles (Finger Piers and Mooring Piles) • Timber piles shall conform to ASTM D25-99. • Timber piles shall be a minimum of 12 inches in diameter, and of adequate length. Piles shall be one piece; splices are not permitted. • Pile length shall be as determined by the D/B Team and Engineer of Record. • Top of pile elevation shall be +10 feet NAVD. • Piles shall be southern yellow pine treated with CCA in accordance with AWPA 5C for timbers subject to immersion in salt water. Preservative treatment for these members shall be 2.50 pounds per cubic foot (pcf). D/B Team to provide material certification prior to construction. • Piles shall be wrapped as indicated in the DCP Drawings. • Upon reaching full embedment, piles should be cut to final top elevation, and capped with a pile hat to protect the end grain. • Pile hats shall be provided for all piles. • Pile driving shall be performed in accordance with Section 455 of the FDOT Standard Specifications for Road and Bridge Design. Framing (Pile Caps, Cross -Bracing, Decking and Stringers) • All pile caps, stringers and decking shall be CCA-treated southern pine, Grade No. 1 or better. Members are to be treated in accordance with AWPA 5C for timbers subject to immersion in salt water. Preservative treatment shall be 0.60 pcf. D/B to provide material certification prior to construction. • Diagonal bracing shall be wrapped for protection from marine borer damage. • Field treat with preservative all cuts, abrasions, bolt holes, and other surface damage in treated timbers in accordance with AWPA M4. • Stringer splices shall be located above pile caps, and shall be lapped a minimum of 12 inches. • Stringers, pile caps, and bracing shall have a minimum nominal thickness of 3-inches. Transitions • D/B Team shall provide appropriate elevation transitions between the concrete walkway and finger pier elevation as indicated on DCP Drawings. Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 16 Whg Connections and Fasteners • Bolts in timber shall be hot dip galvanized steel with a minimum diameter of 0.75 inches, and in accordance with (ASTM A 307, Grade A, 60 ksi). Nuts and washers shall be hot clip galvanized steel (ASTM F 594). • Hot clip galvanized steel washers shall be used under all bolt heads and nuts which would otherwise come in contact with timber. Check all bolts by burring the threads after the nuts have been fully tightened., • Do not undercut wood. Connections shall pull and hold members being joined into close contact. 3.1.5. Subsurface Soils Information and Geotechnical Report HP Consultants, Inc. shall provide geotechnical boring logs and report which may be used by D/B Team to determine the required tip elevations for dock and mooring piles. The Pier3 Repair Drawings, 2008, provided the following information regarding installation and capacity of timber and concrete replacement piles at Pier 3 Repairs. The following information regarding pile installation criteria is provided for reference only. It is not known if this criterion was modified during the pile indicator program or during construction. Pier 3 Repair Drawings, Pile Installation Criteria • 14-inch prestressed concrete piles shall be driven a minimum of 5 ft into the limestone layer. Pre punch or pre -drill holes as necessary to install piling into limestone. • 14-inch pile bid length was 35-ft. • Timber mooring piles shall be driven to achieve a minimum bearing capacity of 10 kips with the following penetration criteria: o Soft soil: 15 feet minimum embedment o Lime rock: 5 feet minimum embedment 3.2. Utilities 3.2.1. Electrical • The D/B Team shall submit a Bid to the Owner to replace/modify the existing electrical distribution for boat slips at Dinner Key Marina damaged during recent Hurricane Irma per RFP drawings and documents. Dinner Key Marina consists of nine separate piers, with each slip provided a marine utility pedestal connection point for electric, water and sewer services. • The electrical distribution system shall be designed in accordance with NFPA 70, 2014 including NEC Article 555. Electrical utility power is provided by Florida Power & Light (FPL). D/B Team shall coordinate existing locations, connection and required load with FPL. Prior to bid, D/B Team will be responsible for site survey and inspection of existing locations in order to confirm that new electric equipment will Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 17 Whg have adequate room and clearances. Inspect Dinner Key Marina building, specifically the server room for integration of communication systems equipment into existing building. Drawings within this package will determine the extent of project scope. D/B Team to identify any questions or exceptions prior to issuing Bid. Design tasks and deliverables are as listed: o Electrical Area A: Provide electrical disconnects to replace existing disconnects located at the NE corner of City Hall. Disconnects shall be provided in NEMA 6P enclosures. Provide new conductors to feed electrical equipment as identified in drawings. Transition from landside to waterside with a flexible connection. Electrical Area "A" feeds electricity to Pier 1 & Pier 2. o Electrical Area B: Provide electrical disconnects to replace existing disconnects located at the SE corner of City Hall. Disconnects shall be provided in NEMA 6P enclosures. Provide new conductors to feed electrical equipment as identified in drawings. Transition from landside to waterside with a flexible connection. Electrical Area `B" feeds electricity to Pier 3, Pier 4 & Pier 8, slips #1 through #9. o Electrical Area C: Provide electrical disconnects to replace existing disconnects located at the SE corner of City Hall. Disconnects shall be provided in NEMA 6P enclosures. Provide new conductors to feed electrical equipment as identified in drawings. Transition from landside to waterside with a flexible connection. Electrical Area "C" feeds electricity to Pier 5 & Pier 8, slips #10 through #25. o Electrical Area D: Provide electrical disconnects to replace existing disconnects located at the SE corner of City Hall. Disconnects shall be provided in NEMA 6P enclosures. Provide new conductors to feed electrical equipment as identified in drawings. Transition from landside to waterside with a flexible connection. Electrical Area "D" feeds electricity to Pier 6, Pier 7, Pier 9 & Pier 8, slips #26 through #41. o Provide service entrance rated enclosed circuit breakers. Provide a 480V, 3 phase panel board located on each pier, as shown on drawings, to distribute single phase power to three NEMA 3R substations per pier, also located on each pier. Each substation shall serve one third of the pier, the load demand determining which substation will supply each pedestal. The D/B Team will design the size, quantity and location of distribution equipment to efficiently provide power to each Marine Power Pedestal. Demand factors (and resulting equipment sizing, etc.) will be determined Per NEC, Table 555.12 unless otherwise noted in the RFP documents and drawings. Note, demand load for pedestals with arrangements of two of the same receptacle types shall be summed and counted as one shore power receptacle for the demand calculation described in NEC Article 555.12. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 18 Whg • Example: Pedestal with (2) 50A, 120/240V receptacles shall be calculated as: 2 X 50A X 240V = 24 kVA and shall count as one shore power receptacle for NEC 555.12 Table Demand Calculation o Provide and install Marina Power Pedestals to replace existing damaged pedestals. Refer to drawing E-501 for pedestal requirements and configurations. Refer to electrical layout drawings for locations. Refer to Pedestal Lists below to match pedestal type to pedestal location. Pedestals shall be furnished with power receptacles as shown in Pedestal Configurations Table. o Furnish Ground Fault Monitoring (GFM) at the following locations: Service Entrance rated circuit breaker (shunt trip), each 480V, 3 phase panelboard MCB (shunt -trip) on each pier. Panelboard to be provided with shunt -trip main circuit breaker. GFM set to trip shunt trip circuit breakers at 100mA ground fault current (maximum). Provide ground fault controller Bender Marine Guard or equal. o Each of three substations per pier shall be protected by a ground fault monitoring system, set to shunt trip the substation main breaker at 100mA ground fault current. o All pedestals shall be supplied with ground fault circuit breakers set to 30mA for shore power receptacles. o All pedestals shall be provided with an LED laminated top hat with integral photocell for automated On/Off control. The LED illuminance shall be included in the photometric study. Refer to City purchasing documents for approval of offered equipment. Pedestal Configurations Table Item # Boat Length 1.111plips Rece t Confi uration Al 30' (OR UNDER) 1 1-30 AMP @ 120VAC, 1 Phase A2 30 (OR UNDER) 2 2-30 AMP B1 31' - 50' 1 1-30 AMP & 1-50 AMP B2 31' - 50' 2 2-30 AMP & 2-50 AMP Cl 51' - 60' 1 2-50 AMP C2 51' - 60' 2 4-50 AMP 131 61' - Over 80' 1 2-50 AMP & 1-100 AMP D2 61' - Over 80' 2 4-50 AMP & 2-100 AMP Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 19 Whg Marina Pier #1 Pedestal List. Refer to Electrical Plan Layout Sheet E-101 for location of power pedestals on Pier #1: Slip # Pedestal Type Boat Length (Ft) 1/2 A2 30 3/4 A2 30 5/6 A2 30 7/8 A2 30 9/10 A2 30 11 / 12 A2 30 13/14 A2 30 15/16 A2 30 17/18 A2 30 19/20 A2 30 21 C1 60 22 D 1 70 23 B1 50 25/24 B2 50 27/26 B2 50 29/28 B2 50 31/30 B2 50 33/32 B2 50 35/34 B2 50 36 B 1 40 37/38 B2 40 39/40 B2 40 41/42 B2 40 43/44 B2 40 45/46 B2 40 Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 20 Whg Marina Pier #2 Pedestal List. Refer to Electrical Plan Layout Sheet E-102 for location of power pedestals on Pier #2: Slip # - • - . A. e Boat Length (Ft) 1 B1 35 2/3 B2 35 4/5 B2 35 6/7 B2 35 8/9 B2 35 10/11 B2 35 12/13 B2 35 14/15 B2 35 16/17 B2 35 18/19 B2 35 20/21 B2 35 22/23 B2 35 24/25 B2 35 26/27 B2 35 28 C1 60 29 C1 60 30/31 B2 35 32/33 B2 35 34/35 B2 35 36/37 B2 35 38/39 B2 35 40/41 B2 35 42/43 B2 35 44/45 B2 35 46/47 B2 35 48/49 B2 35 50/51 B2 35 52/53 B2 35 54 B1 35 Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 21 Whg Marina Pier #3 Pedestal List. Refer to Electrical Plan Layout Sheet E-103 for location of power pedestals on Pier #3: lip # Pedestal Type Boat Length (Ft) 1/2 B2 35 3/4 B2 35 5/6 B2 35 7/8 B2 35 9/10 B2 35 11/12 B2 35 13/14 B2 35 15/16 B2 35 17/18 B2 35 19/20 B2 35 21/22 B2 35 23/24 B2 35 25/26 B2 35 27/28 B2 45 29/30 B2 45 31/32 B2 45 33/34 B2 45 35/36 B2 45 37/38 B2 45 39/40 B2 45 41 B1 50 42 D1 70 44/43 C2 55 46/45 C2 55 48/47 C2 55 50/49 C2 55 52/51 C2 55 54/53 C2 55 56/55 B2 35/50 58/57 B2 35 60/59 B2 35 62/61 B2 35 64/63 B2 35 66/65 B2 35 68/67 B2 35 70/69 B2 35 72/71 B2 35 74/73 B2 35 76/75 B2 35 78/77 B2 35 80/79 B2 35 82/81 B2 35 Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 22 Whg Marina Pier #4 Pedestal List. Refer to Electrical Plan Layout Sheet E-104 for location of power pedestals on Pier #4: Slip # Pedestal Type Boat Length (Ft) 1/2 A2 30 3/4 A2 30 5/6 A2 30 7/8 A2 30 9/10 A2 30 11 / 12 A2 30 13/14 A2 30 15/16 A2 30 17/18 A2 30 19/20 A2 30 21/22 A2 30 23/24 A2 30 25/26 A2 30 27/28 A2 30 29/30 A2 30 31/32 A2 30 33/34 B2 30/40 35/36 B2 40 37/38 B2 40 39/40 B2 45 41/42 B2 45 43A/43B C2 60/50 45/44 B2 45 47/46 B2 45 49/48 B2 45 51/50 B2 40 53/52 B2 40 55/54 A2 30 57/56 A2 30 59/58 A2 30 61/60 A2 30 63/62 A2 30 65/64 A2 30 67/66 A2 30 69/68 A2 30 73/72 A2 30 75/74 A2 30 77/76 A2 30 79/78 A2 30 81 / 80 A2 30 83/82 A2 30 84 Al 30 Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 23 Whg Marina Pier #5 Pedestal List. Refer to Electrical Plan Layout Sheet E-105 for location of power pedestals on Pier #5: Slip # P e Boat Length (Ft) 1/2 A2 30 3/4 A2 30 5 Al 30 6/7 B2 35 8/9 B2 35 10/11 B2 35 12/13 B2 35/45 14/15 B2 45 16/17 B2 45 18/19 B2 45 20/21 B2 45 22/23 B2 45 24/25 B2 45 26/27 B2 45 28/29 B2 45 30/31 B2 45 32/33 B2 45 34/35 B2 45 36/37 B2 45 38/39 B2 45 40/41 B2 45 42/43 B2 45 44/45 C2 60 47/46 B2 45 49/48 B2 45 51/50 B2 45 53/52 B2 45 55/54 B2 45 57/56 B2 45 59/58 B2 45 61/60 B2 45 63/62 B2 45 65/64 B2 45 67/66 B2 45 69/68 B2 45 71/70 B2 45 73/72 B2 45 75/74 B2 45 77/76 B2 35/45 79/78 B2 35 81/80 B2 35 83/82 B2 35 84 Al 30 85/86 A2 30 87/88 A2 30 Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 24 Whg Marina Pier #6 Pedestal List. Refer to Electrical Plan Layout Sheet E-106 for location of power pedestals on Pier #6: —UM 11111111g 1/2 A2 30 3 Al 30 4/5 B2 40 6/7 B2 40 8/9 B2 40 10/11 B2 40 12/13 B2 40 14/15 B2 40 16/17 B2 40 18/19 B2 40 20/21 B2 40 22/23 B2 40 24/25 B2 40 26/27 B2 40 28/29 B2 40 30/31 B2 40 32/33 B2 40 34/35 C2 60 36 C1 55 37 C1 60 39/38 B2 40 41/40 B2 40 43/42 B2 40 45/44 B2 40 47/46 B2 40 49/48 B2 40 51/50 B2 40 53/52 B2 40 55/54 B2 40 57/56 B2 40 59/58 B2 40 61/60 B2 40 63/62 B2 40 65/64 B2 40 67/66 B2 40 69/68 B2 40 71/70 B2 40 72 Al 30 73/74 A2 30 75/76 A2 30 Dinner Key Marina Repairs Design Criteria Package 9450-08 Page 25 Whg Marina Pier #7 Pedestal List Refer to Electrical Plan Layout Sheet E-107 for location of power pedestals on Pier #7: Slip # 757cr Boat Length (Ft) 1 B1 50 2/3 B2 50 4/5 B2 50 6/7 B2 40 8/9 B2 40 10/11 B2 40 12/13 B2 40 14/15 B2 40 16/17 B2 40 18/19 B2 40 20/21 B2 50/40 22/23 C2 50/60 24/25/ C2 60 26/27 C2 60 28/29 C2 60 30 Cl 60 31 Cl 60 33/32 B2 50 35/34 B2 50 73/36 B2 50 39/38 B2 50 41/40 B2 50 43/42 B2 50/40 45/44 B2 40 47/46 B2 40 49/48 B2 40 51/50 B2 40 53/52 B2 40 55/54 B2 40 57/56 B2 40 58 Al 30 59/60 A2 30 61/62 A2 30 Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 26 Whg Marina Pier #8 Pedestal List Refer to Electrical Plan Layout Sheet E-108 for location of power pedestals on Pier #8: Slip # ype Boat Length (Ft) 1/2 A2 30 3/4 A2 30 5/6 A2 30 7/8 A2 30 9 Al 30 10/11 A2 30 12/13 A2 30 14/15 A2 30 16/17 A2 30 18/19 A2 30 20/21 A2 30 22/23 A2 30 24/25 A2 30 26/27 A2 30 28/29 A2 30 31/32 A2 30 32/33 A2 30 34/35 A2 30 36/37 A2 30 38/39 A2 30 40/41 A2 30 42/43 A2 30 44/45 A2 30 46/47 A2 30 Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 27 Whg Marina Pier #9 Pedestal List. Refer to Electrical Plan Layout Sheet E-109 for location of power pedestals on Pier #9: Slip # ype Boat Length (Ft) 1/2 B2 40 3/4 B2 40 5/6 B2 40 7/8 B2 40 9/10 B2 40 11/12 B2 40 13/14 B2 40 15/16 B2 40 17/18 B2 40 19/20 B2 40 21/22 B2 40 23/24 B2 40 25/26 B2 40 27/28 B2 40 3.2.2. Lighting Requirements: • Provide walkway lighting along each pier. Lighting criteria is as follows: 1.0-foot candles (fc) Average and 0.2 fc minimum for pier and walkways. • Provide additional light bollards as necessary to produce the required lighting levels on the pier. 3.2.3. Wi-Fi Requirements: • Design and provide electrical and communication service to Wireless Access Points. Provide Wi-Fi access throughout the site. • Provide mounting poles where necessary to meet Wi-Fi coverage requirements. • Poles shall be rated to withstand Risk Category I design wind speed of 157 MPH winds. • Coordinate with Security/Gate Access control design for potential dual use of mounting poles. • Coordinate Additive Alternative 4 pedestal remote monitoring system requirements with Wi-Fi system provider if Alternative 4 is chosen by marina and provided by BD Team. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 28 Whg 3.2.4. Security/Gate Access Control Requirements: • Provide Camera Security throughout site. Camera operations and computer control to be installed in server room of Dinner Key Marina. • Provide Gate Access control for each pier entrance. Gate access should be coordinated with camera security to provide a comprehensive, integrated system. • Provide all equipment, mounting including poles, cabling, and conduit as necessary to furnish a complete functional security system. Provide documentation as follows: o Electrical Plan sheets showing location and name of security devices and electrical and communication. o Electrical Riser Diagrams depicting the integration and interconnection of the security system as supplied. o Electrical wiring diagrams as necessary for system components and the integration into the Marina facility. o Provide a User Manual to describe system functions. o Provide marina operational personnel training adequate for trouble free operation, minimum of 1 full day. • Coordinate with marina operator to confirm security functions and areas of concern prior to system design. 3.2.5. Potable Water Potable Water Piping: The pipe material for installation is noted on Drawings. Fittings, flanges, and appurtenances shall be compatible with the pipe. • Copper Tubing: o ASTM B88, Type K with ASME B16.18 or ASME B16.22 solder joint fittings. Provide ASTM B42 copper pipe nipples with threaded end connections. Provide approved lead-free solder. o Ball Valves shall be copper alloy with threaded ends. Ball Valves shall be full port have quarter turn lever handles and be rated for 600 psi. Ball valves shall comply with MSS SP-110, while check valves shall comply with MSS SP-80 and be rated for 300 psi. • Stainless Steel (SS) Piping: o SS piping shall be Schedule 40, Type 316 Stainless Steel. • Polyvinyl Chloride (PVC) Piping: o PVC piping shall be Schedule 80 Plain end, ASTM D1784 and ASTM D1785 pipe and ASTM D2467 Schedule 80 fittings with solvent weld joints. Solvent Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 29 Whg shall conform to ASTM D2564. Where threaded joints are noted, Schedule 80 pipe and fittings shall be used in conformance with ASTM D 2467. o Shut off valves in dock potable water system shall be copper alloy ball valves as noted above in the "Potable Water Piping" Article above. o Plastic pipe and fittings shall bear the seal of the National Sanitation Foundation for potable water service. • High Density Polyethylene (HDPE) Piping: o HDPE piping shall be SDR-11, per ASTM D3035 and ASTM F714. o Joints shall be butt fuse welded. • Flexible Hose: o Flexible Hose and fitting materials shall be compatible with potable water and suitable for 24-hour contact with chlorine sterilization solution in the hose interior, and with seawater and sunlight on the hose exterior. o Factory assembled lengths with 200 psi working pressure and marine stainless - steel couplings each end. • Hose Bibbs: o Dock hose bibb stations shall be 3/4-inch Arrowhead "Arrow -Breaker" with integral vacuum breaker or approved equal. • Provide piping following the general arrangement shown on the attached drawings. • Provide provisions for expansion and contraction of pipe lines where necessary. Piping shall be run essentially as indicated on Drawings, care being taken to avoid interference with other piping, conduit, or equipment. The location of piping to be run on gangways and docks shall be carefully coordinated with electrical conduits specified, other utility piping and equipment location. • The Contractor shall ensure sufficient pipe flexibility and anchorage is provided for all lines for thermal expansion and contraction, pressure and dock flexing. The dock structure and components shall accommodate the piping layout requirements such that the pipe shall not become overstressed. The piping shall be properly supported and anchored. • Provide pipe supports per the applicable plumbing code. Pipe supports shall be in compliance with MSS SP-58 and MSS SP-69. Manufacturer's listed maximum load ratings shall not be exceeded. Pipe shall not exceed spacing noted on Drawings or manufacturer's recommendation whichever is smaller. • Potable water mains on docks shall be installed a minimum of 6-inches above the water line. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 30 Whg • Provide disconnect provisions for all utility services at the landside connection and at the head of each dock to accommodate maintenance. • Before jointing and erection of piping, thoroughly clean interiors of pipe, and components. Before making final equipment connections, blow out each system with compressed air at 100 psig or more. • The potable water system shall be subjected to hydrostatic test. Prior to application of the test pressure, install a calibrated test pressure gage in each system to indicate any loss in pressure occurring during the test. Apply and maintain the test pressure as noted below and in conformance with the agencies having jurisdiction, during which time there shall be no evidence of leakage as detected by a reduction in test pressure. Should a reduction occur, leaks shall be located, repaired, and the test repeated. Test pressure shall be as stated on Drawings. All equipment and apparatus required for the tests shall be furnished by the Contractor. Apply and maintain a test pressure of 150 psi for 4 hours. • A solution of chlorine and water, containing not less than 50 parts per million of free chlorine, shall be injected into the potable water system in such a manner as to ensure that the entire system is completely filled with the solution. Disinfection shall be in conformance with AV/WA C651. After injection, the system shall be isolated, and the solution held in retention for a minimum period of 24 hours. After satisfactory sterilization has been affected, the system shall be flushed with fresh water until the chlorine level is within acceptable limits as determined by the Health Department. The Contractor shall arrange for sampling and testing water for sterilization/chlorination and system flush with the Health Department. It shall be the Contractor's responsibility to ensure that the water in the system is not used for human consumption during the sterilization process and that sterilization solution is disposed of in accordance with local requirements. • Chlorine solution shall not be injected into the fire water system. 3.2.6. Fire Water Firewater Piping: The pipe material for installation on the docks is noted on Drawings. Fitting, flanges, and appurtenances shall be compatible with the pipe. • Steel Piping: o ASTM A53, Grade B Steel, galvanized o SS piping shall be Schedule 40, Type 316 Stainless Steel. • The fire water system material, equipment and installation shall comply with NFPA 14 and NFPA 303. Signage for the fire department connections shall be as indicated on the DCP Drawings and as approved by a registered fire protection Engineer or fire protection professional and the local Fire Marshal or Fire Chief. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 31 Whg • Provide provisions for expansion and contraction of pipe lines where necessary. Piping shall be run essentially as indicated on DCP Drawings, care being taken to avoid interference with other piping, conduit, or equipment. The location of piping to be run on gangways and docks shall be carefully coordinated with electrical conduits specified, other utility piping and equipment location. • The Contractor shall ensure sufficient pipe flexibility and anchorage is provided for all lines for thermal expansion and contraction, pressure and dock flexing. The dock structure and components shall accommodate the piping layout requirements such that the pipe shall not become overstressed. The piping shall be properly supported and anchored. • Provide pipe supports per the applicable plumbing code. Pipe supports shall be in compliance with MSS SP-58 and MSS SP-69. Hangers, straps, brackets, fasteners, and appurtenances shall be 316 stainless steel or galvanized steel as indicated on the Drawings. Manufacturer's listed maximum load ratings shall not be exceeded. Pipe shall not exceed spacing noted on Drawings or manufacturer's recommendation whichever is smaller • The firewater systems shall be subjected to hydrostatic test. Each system may be tested as a unit or in sections, subject to approval by the Engineer. Prior to application of the test pressure, install a calibrated test pressure gage in each system to indicate any loss in pressure occurring during the test. Apply and maintain the test pressure as noted below and in conformance with the agencies having jurisdiction, during which time there shall be no evidence of leakage as detected by a reduction in test pressure. Should a reduction occur, leaks shall be located, repaired, and the test repeated. Test pressure shall be as stated on Drawings. All equipment and apparatus required for the tests shall be furnished by the Contractor. All newly installed fire service lines shall pass hydrostatic and hydrodynamic testing requirements as performed by the local fire marshal. Apply and maintain a test pressure of 200 psi for two hours. 3.2.7. Sanitary Sewer Sewer Systems Pump -out Units: • Dock sanitary sewer system shall include a central vacuum pump such as the model 1000 remote unit as manufactured by KFCO, telephone number (800) 900-7867, or the Masterline CV5400 unit as manufactured by EMP industries, telephone number (800) 355-7867, or approved equal. All units shall have a minimum 5 horsepower motor, 60-gallon per minute capacity, and 29 inches of mercury vacuum. • Each unit shall be capable of evacuating sewage from boats holding tanks and delivering to an atmospheric sewer system as noted on Drawings. The systems shall also be provided with a 1-1/2-inch hose connections. The pump -out unit manufacturer shall provide the hoses. Hose shall be 1-1/2-inch size, flexible polypropylene, vacuum rated, UV resistant with quick -release fittings at each end. Controls for unit shall be mounted on or immediately adjacent to unit and also be Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 32 Whg mounted on the hose reel cart. Unit shall be base mounted, provided with a marine grade aluminum or stainless -steel enclosure, with powder coating finish. Final finish coat shall be white. Each unit shall be provided with the recommended spare parts for commissioning and two years of operation, including all required special tools. • Manufacturer's warranty for pump out unit shall be a minimum of 3 years after installation. • Provide piping following the general arrangement shown on the DCP Drawings. • Provide provisions for expansion and contraction of pipe lines where necessary. Piping shall be run essentially as indicated on DCP Drawings, care being taken to avoid interference with other piping, conduit, or equipment. The location of piping to be run on gangways and docks shall be carefully coordinated with electrical conduits specified, other utility piping and equipment location. • The Contractor shall ensure sufficient pipe flexibility and anchorage is provided for all lines for thermal expansion and contraction, pressure and dock flexing. The dock structure and components shall accommodate the piping layout requirements such that the pipe shall not become overstressed. The piping shall be properly supported and anchored. • Provide pipe supports per the applicable plumbing code. Pipe supports shall be in compliance with MSS SP-58 and MSS SP-69. Hangers, straps, brackets, fasteners, and appurtenances shall be 316 stainless steel or galvanized steel. Manufacturer's listed maximum load ratings shall not be exceeded. Pipe shall not exceed spacing noted on Drawings or manufacturer's recommendation whichever is smaller. • Sanitary sewer systems shall be tested as a water line, using a test pressure of 125 psig. Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 33 Whg 4. D/B Team Submittals 4.1. Structural Submittals a) Concrete mix design. A mix design for all concrete placed on the project concrete shall be submitted to the Owner for review. b) Concrete test results. All concrete shall be sampled and tested for quality control. Testing shall be performed by a DOT approved testing lab, and the results shall be provided to the Owner. c) Concrete repair data tables and quantities d) Shop drawings for prestressed concrete components e) Timber material certifications for all components f) Timber pile and bracing wraps g) Pile driving logs, embedment length and tip elevation h) Connection hardware i) FRP Grating cut sheets and shop drawings j) Bid Alternate components — piles, framing, connection hardware 4.2. Electrical Submittals 4.2.1. Electrical System Equipment Shop Drawings and Submittal Items a) Panelboards b) Substations c) Wires and Cables a. Splice and termination components (including electrical enclosures). b. Electrical Enclosures, junction boxes, pull boxes, cabinets. c. Conduit, fittings, mounting straps, supports. d) Grounding and bonding equipment. e) Receptacles f) Circuit Breakers g) Disconnect Switches h) Service Entrance Equipment i) Motor starters j) Surge protective devices k) Ground fault monitoring system 1) Power Pedestals m) Luminaire fixtures, driver/ballast data Dinner Key Marina Repairs Design Criteria Package 1 9450-08 1 Page 34 Whg n) Lighting contactors/lighting control relay panel o) Photocell p) Aluminum Light & Camera poles q) Marine Navigation Light r) Electrical system schematics, single line diagrams, equipment layouts, electrical details sheets forming a complete construction package. 4.2.2. Electrical Test Reports a) 600 volt wiring test b) Grounding system test c) Ground -fault monitoring test d) Perform Core MAC/PHY interoperability over at least one of the following: IEEE 802.11a, 802.11 b, 802.11 g and 802.11 n. e) Perform Wi-Fi Protected Access 2 (WPA2) security, which aligns with IEEE 802.11i. WPA2 is available in two types: WPA2-Personal for consumer use, and WPA2 Enterprise, which adds EAP authentication. 4.3. Potable Water Submittals a) Pipe operating and design pressure calculations b) Piping layout drawings c) Hydraulic calculations supporting the pipe layout and sizing d) Material submittals and specifications, including: a. Pipe b. Valves c. Fittings d. Tees e. Flanges f. Hose Connections e) Pipe welding, fusing, or joining methodology and qualifications or certifications f) Pipe thermal expansion / contraction calculations g) Pipe support details h) Hydrostatic test report Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 35 Whg 4.4. Fire Water Submittals a) Pipe operating and design pressure calculations b) Piping layout drawings c) Hydraulic calculations supporting the pipe layout and sizing d) Material submittals and specifications, including: a. Pipe b. Valves c. Fittings d. Tees e. Flanges f. Hose Connections e) Material Fire Marshall or UL Listing f) Pipe welding, fusing, or joining methodology and qualifications or certifications g) Pipe thermal expansion / contraction calculations h) Pipe support details i) Hydrostatic test report 4.5. Sanitary Sewer Submittals a) Pipe operating and design pressure calculations (force main) b) Pump station specifications c) Piping layout drawings d) Hydraulic calculations supporting the pipe layout and sizing e) Material submittals and specifications, including: a. Pipe b. Valves c. Fittings d. Tees e. Flanges f. Hose Connections Pipe welding, fusing, or joining methodology and qualifications or certifications Pipe thermal expansion / contraction calculations f) g) Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 36 Whg h) Pipe support details i) Hydrostatic test report 4.6. Marina Appurtenances Submit product cut sheets for the following marina appurtenances: a) Dock boxes b) Trash/Recycling Receptacle c) Cleats d) Line holders e) Pile hats f) Aluminum Ladders Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 37 Whg Appendix A: DCP Drawings Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 38 Whg Appendix B: List of DCP Reference Documents 1. 2018 Topographic Survey 2. 1946 Underground Record Survey 3. 1950 Underground Survey 4. 1995 Peter De La Rosa Survey 5. Geotechnical Report (pending completion by HP Consultants, Inc. 6. 2018 Hurricane Irma Assessment Report by M&N The following as -built drawings are referenced for this DCP and will be available for download from the City of Miami: • 1986 Marina Construction Drawings • 2008 Pier 3 Repairs Drawings • 2010 Maintenance Dredging Permit Drawings • 2015 Sewage Pump Out System Drawings Dinner Key Marina Repairs Design Criteria Package i 9450-08 i Page 39 moffatt & nichol 1 I 2 I 3 I 4 I 5 D NN R K Y AR NA/* 111[111 p ty�q�cc MI. R ♦` _,__ * —' D D R P CITYOFMIAMI DRA NGS S t a SECTION 22, TOWNSHIP 54S, RANGE 41E a ruw,G,rn.r ""O e' - i .'1,'-' ry N PROJECT ADDRESS: a z w C = rok u.=.n, s, ---4., FI octal 1 1 1 N rtA• w— Say, - E � ? i .' ',,,,.4.DINNER Y. - . !: V ._ _ a t + IIIIIIIII/ KEY MARINA 3400 PAN AMERICAN DRIVE C NNER KEY F DCP DRAW' COVER SH 2 e ,uage 'a ''.7i s.t ' -Z.NW'ia,n Mall v n a ` �. 1 .. MIAMI, FL, 33133 "II' Rtr Fi ir `1 GULF MExrco V H�aledh11'n'-,r�, _ m% Warn! :I � it �`'\\\�\� I ' z '' ; a ' \����� _ `�Y Op til . 1-7 a FLORIDA N,ng. Y )rtO 41rg,r,a �. ,s-�:w:.r ._w .a- Gardens li3� w fi- -- ! 4� I L • -'ill .`�]� R , l ti G1 4 � r+/ f t��::h', 0 N i Wan, .f — Nw nnr: r 1 Reach m /� Nr, _ = 1 sa6` i + * �/ IMCSRP=OSATEs Rev. DATE REVNO N Project No. 9450-08 'ing code: 1 Saved: 10/12/2 LOCATION.....053.6 4 LOCATIPROJECON . ♦ awwrm Li . r 3 2 2 "1 .681 weFi pt ,' ? -i: sw v�sr rtu.Nr�1 x. , .._ I. p j M 1R Rs i /// 7' 15 ��' L -,. 4.."... , ""' `. R t�������...\\\�`'F o i o o a Coral. 5� �+¢ , •� Q VICINITY MAP ',iron •1 a,, W 'Designed by: DSGN Own by: Ckd by: DRFT CHKR Reviewed by: REVR Submitted by: 11M BLANKENSHIP MOFFATT & NICHOL ina \945008_6-001; Plotted 10/24/2018 6:00 PM by ALSTON, TR SCALE: NTS 5 R 1 1 CITY COMMISSION B 41 F'"EAdt �� 1 _ art , w 56,01 r' ' *' 1 KEON HARDEMON, CHAIR KEN RUSSELL, VICE CHAIR 1 _ _ _ . _l eT' — ��" ame "" T ws: r rs y ome .: Key y cayne WILFREDO (WILLY) GORT, COMMISSIONER, DISTRICT ONE JOE CAROLLO, COMMISSIONER, DISTRICT THREE - MANOLO REYES, COMMISSIONER, DISTRICT FOUR FRANCIS SUAREZ, MAYOR EMILIO T. GONZALEZ, CITY MANAGER " , 2937 SW 27th AVE. STE 101A COCONUT GROVE, FL 33133 305-230-1924 motfatt & nlchol (FL EB 4877) VICTORIA MENDEZ, CITY ATTORNEY PROJECT TODD B. HANNON, CITY CLERK LOCATION LOCATION MAP LOCATION MAP — SCALE: NTS SCALE: NTS A A `SEAL m 7I 0 0 h 0 p O 1h Sheet m DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. G_001 Q 0 INDEX: 1 OF 8 1 I 2 I 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING A 1 2 GENERAL NOTES 1. GENERAL NOTES ARE NOT INTENDED TO REPLACE THE CONTRACT DOCUMENTS. SEE CONTRACT DOCUMENTS FOR REQUIREMENTS IN ADDITION TO THESE GENERAL NOTES. THE CONTRACT DOCUMENTS SHALL INCLUDE BUT ARE NOT LIMITED TO THE WORKING DRAWINGS GENERAL PROVISIONS, SPECIAL PROVISIONS AND ANY RELEVANT ADDENDA ITEMS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND THE FDOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION (2016 EDITION). 2. THE WORKING DRAWINGS ARE NOT NECESSARILY COMPLETE IN EVERY DETAIL. THE D/B TEAM SHALL PROVIDE ALL EQUIPMENT, MATERIAL, SERVICES, LABOR, ETC. FOR A COMPLETE INSTALLATION INCLUDING WORK REASONABLY INFERRED FROM THE DESIGN CRITERIA DRAWINGS AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS, WHETHER SHOWN OR NOT ON THE DRAWINGS. 3. THE D/B TEAM SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK. DO NOT SCALE DCP DRAWINGS. REPORT ANY DISCREPANCIES IN THE DESIGN CRITERIA DRAWINGS TO THE DESIGN CRITERIA ENGINEER FOR CLARIFICATIONS OR ADJUSTMENTS PRIOR TO COMMENCING WORK. THE D/B TEAM SHALL NOT BEGIN DEMOLITION/CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN RESOLVED. 4. SHOULD THERE BE A CONFLICT BETWEEN THESE GENERAL NOTES AND THE D/B TEAM DESIGN CRITERIA DRAWINGS THE MOST RESTRICTIVE INTERPRETATION SHALL PREVAIL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FROM THE DESIGN CRITERIA ENGINEER ANY CLARIFICATION OR INTERPRETATION OF THE GENERAL NOTES AND/OR DESIGN CRITERIA DRAWINGS IN WRITING AND IN ADVANCE OF THE BEGINNING OF DEMOLITION/CONSTRUCTION. NUMERICAL DIMENSIONS AND ELEVATIONS SHOWN SHALL SUPERCEDE ANY DISCREPANCY IN THE SCALING ON THE DRAWINGS. 5. ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF DEMOLITION/CONSTRUCTION AND INSTALLATION OF MATERIAL IS THE D/B TEAM'S RESPONSIBILITY. 6. THE D/B TEAM SHALL KEEP ACCURATE RECORDS OF ANY CHANGES MADE TO THE CONSTRUCTION DRAWINGS ON A SEPARATE SET OF PLANS PROVIDED BY THE D/B TEAM. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE AS -BUILT SURVEY OF THE COMPLETED WORK TO THE ENGINEER PRIOR TO APPROVAL OF THE FINAL PAYMENT APPLICATION. 7. UNLESS OTHERWISE NOTED, THE D/B TEAM SHALL, ON A DAILY BASIS, REMOVE FROM THE SITE ANY DEBRIS RESULTING FROM DEMOLITION/CONSTRUCTION. DISPOSAL OF MATERIALS IS THE RESPONSIBILITY OF THE D/B TEAM. ALL MATERIALS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE D/B TEAM UNLESS OTHERWISE NOTED, AND SHALL BE DISPOSED OF AS SPECIFIED. ALL DEBRIS SHALL BE PROPERLY DISPOSED OF IN A PERMITTED LANDFILL. THE D/B TEAM SHALL KEEP RECORDS OF ALL MATERIALS REMOVED FROM THE SITE, INCLUDING DESCRIPTION, QUANTITIES, AND DISPOSAL LOCATION. 8. EXISTING CONSTRUCTION, INCLUDING UTILITIES AND OTHER MISCELLANEOUS ITEMS WHICH ARE TO REMAIN, SHALL REMAIN UNDISTURBED AND BE PROTECTED, UNLESS NOTED OTHERWISE. 9. THE D/B TEAM IS RESPONSIBLE FOR REPAIRING, AT HIS OWN EXPENSE, ANY AND ALL DAMAGES THAT MAY OCCUR OUTSIDE AND WITHIN THE LIMITS OF THIS PROJECT AS A RESULT OF DEMOLITION/CONSTRUCTION. 10. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION, AT NO EXPENSE TO THE CITY, UNLESS OTHERWISE NOTED. 11. THE PROJECT SITE IS ALONG AN ACTIVE NAVIGATION CHANNEL. THE D/B TEAM SHALL CONSIDER AND PLAN FOR THE EFFECTS OF PASSING VESSELS. THE CHANNEL SHALL REMAIN OPEN AND ACCESSIBLE DURING CONSTRUCTION. 12. THE D/B TEAM SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, TURBIDITY CURTAINS, BOOMS, TARPAULINS, FLOATS, STAGING, AND OTHER DEVICES AS NECESSARY TO PREVENT CONSTRUCTION DEBRIS FROM ENTERING THE WATER AND AIRBORNE MATERIALS FROM LEAVING THE IMMEDIATE VICINITY OF THE SITE. THE D/B TEAM SHALL BE RESPONSIBLE FOR CLEANUP OF ANY MATERIALS DEPOSITED OUTSIDE THE WORK AREA. 13. THE CITY SHALL HAVE THE SOLE AUTHORITY TO DESIGNATE AND/OR LIMIT AREAS OF CONSTRUCTION, STAGING, ACCESS, AND STORAGE. 14. THE D/B TEAM SHALL STAKEOUT ALL BASELINES OF CONSTRUCTION, THE LOCATION OF ALL NEW CONSTRUCTION, AND VERIFY ALL SETBACKS, OFFSETS, AND CLEARANCES PRIOR TO THE START OF WORK. 15. THE CITY MAKES NO REPRESENTATIONS ABOUT SUBSURFACE CONDITIONS THAT MAY BE ENCOUNTERED WITHIN THE LIMITS OF THE PROJECT. 16. IF OTHER CONSTRUCTION PROJECTS EXIST IN THE IMMEDIATE VICINITY OF THE PROJECT SITE, D/B TEAM SHALL COORDINATE WORK AS NECESSARY AT THE PROJECT SITE TO MINIMIZE IMPACTS TO OTHER D/B TEAM MEMBERS. D/B TEAM SHALL PROVIDE REASONABLE ACCESS THROUGH THE PROJECT SITE AT ALL TIMES. 17. SUBAQUEOUS UTILITIES MAY BE PRESENT AT THE PROJECT SITE. THE D/B TEAM SHALL CONTACT SUNSHINE 811, 72 HOURS PRIOR TO THE START OF CONSTRUCTION TO VERIFY LOCATIONS OF SUBAQUEOUS UTILITIES PRIOR TO CONSTRUCTION. D/B TEAM IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UTILITIES AND DEBRIS. 18. D/B TEAM SHALL SUBMIT LOCAL NOTICE TO MARINERS PRIOR TO CONSTRUCTION. 3 SURVEY NOTES 1. HYDROGRAPHIC AND RESOURCE DATA DEPICTED ON THESE DESIGN CRITERIA DRAWINGS ARE BASED ON SURVEYS PERFORMED BY OLIN HYDROGRAPHIC SOLUTIONS COMPLETED JULY 20, 2017 AND ARE ONLY INDICATIVE OF THE CONDITIONS EXISTING AT THAT TIME. 2. HORIZONTAL COORDINATES ARE IN FEET AND REFERENCED TO THE 1983 NORTH AMERICAN DATUM, FLORIDA STATE PLANE (NAD 83 EAST). 3. ALL ELEVATIONS PROVIDED ON THE DRAWINGS ARE REFERENCED IN FEET TO NAVD88. 4. THE FOLLOWING DATA IS PROVIDED REGARDING TIDAL INFORMATION. TIDAL INFORMATION WAS OBTAINED FROM THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA), NATIONAL OCEAN SERVICE (NOS) STATION 8723214 (VIRGINIA KEY, FL). ELEVATIONS ARE GIVEN IN FEET AND REFERENCED ON THE 1983-2001 EPOCH. BFE MHHW MHW NAVD88 MSL MLW MLLW (BASE FLOOD ELEVATION) (MEAN HIGHER HIGH WATER) (MEAN HIGH WATER) (NORTH AMERICAN VERTICAL DATUM OF 1988) (MEAN SEA LEVEL) (MEAN LOW WATER) (MEAN LOWER LOW WATER) +14.5' +0.21' +0.15' 0.0' - 0.90' - 1.88' - 2.01' 5. TIDAL DATA IS PER NOAA AVERAGES BASED ON 1983-2001 TIDAL EPOCH AND NOT GUARANTEED TO REPRESENT CONDITIONS WHICH MAY OCCUR DURING CONSTRUCTION. ACTUAL WATER LEVELS MAY VARY FROM LEVELS INDICATED. THE D/B TEAM IS RESPONSIBLE FOR MAKING HIS OWN ESTIMATES OF WATER LEVELS WHICH MAY OCCUR DURING CONSTRUCTION. VARIATION OF TIDAL LEVELS FROM THOSE INDICATED OR CONTRACTOR'S ESTIMATION OF TIDAL LEVELS SHALL NOT BE CONSIDERED AS A CLAIM FOR ADDITIONAL COMPENSATION OR DELAY OF WORK. 6. SUBAQUEOUS UTILITIES WERE NOT LOCATED AS PART OF THIS INVESTIGATION. 7. AERIAL PHOTOGRAPHY OBTAINED FROM NEARMAP DATED JUNE 2018. ENVIRONMENTAL NOTES 1. THE D/B TEAM SHALL ABIDE BY ENVIRONMENTAL PERMITS AND CONDITIONS FROM THE FOLLOWING AGENCIES: • U.S. ARMY CORPS OF ENGINEERS • FLORIDA DEPARTMENT OF ENVIRONMNETAL PROTECTION • MIAMI-DADE COUNTY DERM • U.S. COAST GUARD • FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION (FWC) 2. THE D/B TEAM SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL PROTECTION STANDARDS, LAWS, AND REGULATIONS. DEBRIS REMOVAL 1. THE D/B TEAM SHALL SWEEP SEABED AND INVESTIGATE DEBRIS SIGNATURES WITHIN THE MARINA AREA PRIOR TO CONSTRUCTION. 2. ALL DEBRIS SHALL BE RECOVERED AND DISPOSED OF AT AN APPROVED UPLAND DISPOSAL SITE PRIOR TO COMMENCEMENT OF REPAIRS. 3. THE D/B TEAM SHALL SATISFY ALL DEBRIS REMOVAL REQUIREMENTS OUTLINED IN THE ENVIRONMENTAL PERMIT CONDITIONS. 4. SUBMIT DEBRIS REMOVAL REPORT WITH LOAD TICKETS AND REPRESENTATIVE PHOTOGRAPHS OF DEBRIS REMOVED. PROVIDE COORDINATES OF MAJOR DEBRIS ITEMS RECOVERED AND REMOVED. 5. SUBMIT SIDE SCAN SONAR BATHYMETRIC SURVEY INDICATING NO DEBRIS REMAINS. VESSEL RELOCATION 1. THE D/B TEAM WILL COORDINATE WITH THE DINNER KEY MARINA MANAGEMENT TO IDENTIFY/NOTIFY VESSELS ANCHORED IN THE AREA OF THE MOORING FIELD THAT WILL INTERFERE WITH THE DEBRIS REMOVAL AND/OR REPAIRS PRIOR TO CONSTRUCTION. 2. IF THE FWC AND/OR MANAGEMENT ARE NOT ABLE TO HAVE THE VESSELS RELOCATED, THE D/B TEAM WILL TEMPORARILY RELOCATE THE VESSELS AS REQUIRED DURING CONSTRUCTION TO FACILITATE REPAIRS. DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION 4 5 SHEET INDEX SHEET REF # INDEX # SHEET TITLE G-001 1 COVER SHEET G-002 2 GENERAL NOTES (1 OF 2) G-003 3 GENERAL NOTES (2 OF 2) V-100 4 EXISTING CONDITIONS PLAN V-101 5 EXISTING SLIP MIX (1 OF 2) V-102 6 EXISTING SLIP MIX (2 OF 2) V-401 7 EXISTING FINGER PIER FRAMING ELEVATIONS AND SECTIONS V-402 8 EXISTING CONCRETE WALKWAY DECK SPAN PLAN AND SECTIONS 5-001 9 STRUCTURAL NOTES S-100 10 STRUCTURAL SITE PLAN S-101 11 HURRICANE RELATED PIER 1 REPAIR PLAN S-102 12 HURRICANE RELATED PIER 2 REPAIR PLAN S-103 13 HURRICANE RELATED PIER 3 REPAIR PLAN S-104 14 HURRICANE RELATED PIER 4 REPAIR PLAN S-105 15 HURRICANE RELATED PIER 5 REPAIR PLAN S-106 16 HURRICANE RELATED PIER 6 REPAIR PLAN S-107 17 HURRICANE RELATED PIER 7 REPAIR PLAN S-108 18 HURRICANE RELATED PIER 8 REPAIR PLAN S-109 19 HURRICANE RELATED PIER 9 REPAIR PLAN S-121 20 ALTERNATIVE BID PIER 1 REPAIR PLAN S-122 21 ALTERNATIVE BID PIER 2 REPAIR PLAN S-123 22 ALTERNATIVE BID PIER 3 REPAIR PLAN S-124 23 ALTERNATIVE BID PIER 4 REPAIR PLAN S-125 24 ALTERNATIVE BID PIER 5 REPAIR PLAN S-126 25 ALTERNATIVE BID PIER 6 REPAIR PLAN S-127 26 ALTERNATIVE BID PIER 7 REPAIR PLAN S-128 27 ALTERNATIVE BID PIER 8 REPAIR PLAN S-129 28 ALTERNATIVE BID PIER 9 REPAIR PLAN S-401 29 FINGER PIER SLIP LAYOUT S-402 30 FINGER PIER REPLACEMENT ELEVATIONS AND SECTIONS S-403 31 FINGER PIER REPAIR SECTIONS S-410 32 CONCRETE WALKWAY DECK SPAN REPLACEMENT S-411 33 CONCRETE WALKWAY REPAIRS S-501 34 TIMBER DOCK DETAILS S-502 35 CONCRETE REPAIR DETAILS P-001 39 PLUMBING NOTES P-101 40 PIER 1 PLUMBING PLAN P-102 41 PIER 2 PLUMBING PLAN P-103 42 PIER 3 PLUMBING PLAN P-104 43 PIER 4 PLUMBING PLAN P-105 44 PIER 5 PLUMBING PLAN P-106 45 PIER 6 PLUMBING PLAN P-107 46 PIER 7 PLUMBING PLAN P-108 47 PIER 8 PLUMBING PLAN P-109 48 PIER 9 PLUMBING PLAN P-110 49 UPLAND PLUMBING PLAN P-401 50 ENLARGED PLUMBING PLAN P-501 51 PLUMBING DETAILS E-001 52 ELECTRICAL NOTES, ABBREVIATIONS AND LEGEND E-010 53 LANDSIDE ELECTRICAL PLAN (1 OF 2) E-011 54 LANDSIDE ELECTRICAL PLAN (2 OF 2) E-101 55 PIER 1 ELECTRICAL PLAN E-102 56 PIER 2 ELECTRICAL PLAN E-103 57 PIER 3 ELECTRICAL PLAN E-104 58 PIER 4 ELECTRICAL PLAN E-105 59 PIER 5 ELECTRICAL PLAN E-106 60 PIER 6 ELECTRICAL PLAN E-107 61 PIER 7 ELECTRICAL PLAN E-108 62 PIER 8 ELECTRICAL PLAN E-109 63 MARGINAL DOCK ELECTRICAL PLAN E-501 64 PEDESTAL CONFIGURATIONS E-601 65 AREA A SINGLE LINE DIAGRAM E-602 66 AREA B SINGLE LINE DIAGRAM E-603 67 AREA C SINGLE LINE DIAGRAM E-604 68 AREA D SINGLE LINE DIAGRAM A cn ce 2 w a CC Y � wa Z U Z 3 SEAL Sheet Reference No. G-002 1 2 3 4 5 INDEX: 2 OF 68 DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 1 3 I 4 I 5 ABBREVIATIONS TURBIDITY CONTROL MONITORING NOTES _-� °STY OF 4j'a w 1. BEST MANAGEMENT PRACTICES FOR TURBIDITY CONTROL SHALL BE IMPLEMENTED BY THE D/B AISC AMERICAN INSTITUTE OF MECH MECHANICAL TEAM IN ACCORDANCE WITH THE ENVIRONMENTAL PERMIT CONDITIONS. STEEL CONSTRUCTION MHW MEAN HIGH WATER AHJ AUTHORITY HAVING JURISDICTION MHHW MEAN HIGHER HIGH WATER 2. FLOATING TURBIDITY CURTAINS SHALL BE DEPLOYED IMMEDIATELY AROUND THE EMBEDMENT i F r 5 * co"itttAlFt * %, C•F FF a Cx� \ ...... " ANCHOR INSTALLA110N AND BE MAINTAINED TO ENSURE TURBIDITY LEVELS OUTSIDE THE ANSI AMERICAN NATIONAL MILS THOUSANDS OF AN INCH STANDARDS INSTITUTE MIN MINIMUM CONSTRUC110N AREA DO NOT DEGRADE AMBIENT WATER QUALITY. CURTAINS SHALL BE MAINTAINED TO AVOID MANATEE ENTRAPMENT. D APPROX APPROXIMATE MISC MISCELLANEOUS ASCE AMERICAN SOCIETY OF CIVIL MLW MEAN LOW WATER 3. TURBIDITY LEVELS IN WATER COLUMN SHALL BE MONITORED IN ACCORDANCE WITH THE D ENGINEERS MLLW MEAN LOWER LOW WATER PERMITS. IF TURBIDITY LEVES EXCEED AMBIENT WATER QUALITY LEVELS, D/B TEAM SHALL ASME AMERICAN SOCIETY OF MSL MEAN SEA LEVEL FOLLOW PROCEDURES OUTLINED IN FDEP PERMIT CONDI110NS. MECHANICAL ENGINEERS MTL MEAN TIDE LEVEL ASTM AMERICAN SOCIETY FOR N NORTH 4. D/B TEAM SHALL COMPILE AND DISTRIBUTE TURBIDITY MONITORING REPORTS TO OWNER AND TESTING AND MATERIALS NAD NORTH AMERICAN DATUM TO THE AGENCIES, AS REQUIRED IN THE ENVIRONMENTAL PERMITS. OS AMERICAN WELDING SOCIETY NAVD NORTH AMERICAN VERTICAL DATUM B BASELINE NEC NATIONAL ELECTRICAL CODE BKHD BULKHEAD NFPA NATIONAL FIRE PROTECTION BLDG BUILDING ASSOCIATION B BEAM OR VESSEL WIDTH NIC NOT IN CONTRACT x 8 _ BOTT BOTTOM NO. NUMBER 1/4" TIE ROPE 5/8 IN. POLYPROPYLENE ROPE B.O.C. BOTTOM OF CONCRETE NOAA NATIONAL OCEANIC AND 1 CF CUBIC FEET ATMOSPHERIC ADMINISTRATION -� CENTERLINE NOS NATIONAL OCEAN SERVICE MW,r.,,,,, I �CLRCLEARNTSNOT TO SCALE COMM COMMUNICATIONS 0 OUTFALL �`� �� COMP COMPOSITE OC ON CENTER CONC CONCRETE OD OUTSIDE DIAMETER z o CONST CONSTRUC110N PI POINT OF INTERSECTION F a w OF TANGENCYw oZl CON'T CONTINUED PL PLATE in cp ¢ FOLDS FOR COMPACT STORAGE IIII �` I �r� I FLOATATION Aim A ik n�1�1 r� wit ECONO Y FABRICS AVAILABLE'� �`CONTCONTINUOUSPTPOINT 18 OZ. 300 LB/IN. STANDARD �� r� KEY MARINA RAWINGS NOTES (2 OF 2) C CTS CENTERS PROP PROPOSED CVR COVER PSF POUNDS PER SQUARE FOOT � r;� J = = �'�� u u HACKLE C CY CUBIC YARDS PSI POUNDS PER SQUARE INCH NYLON REINFORCED VINYL " ALL SEAMS 1/4" CONNECTION DINNER DCP D GENERAL 18 1: 43 PM by TALSTON DBL DOUBLE PVC POLYVINYL CHLORIDE TYPE I HEAT SEALED CHAIN DEG DEGREE PW POTABLE WATER DERM DIVISION OF ENVIRONMENTAL QTY QUANTITY RESOURCES MANAGEMENT R RADIUS GALVANIZED #24 DET DETAIL REV REVISION SAFETY HOOK WATER DIA DIAMETER READ REQUIRED SEAL PVC SLOT —CONNECTOR DN DOWN RT RIGHT , STRESS PLATE (TO REMOVE PRESSURE FROM FLOATS) TOP LOAD LINE 5/16" VINYL COATED CABLE DWG DRAWING S SOUTH . of 18 (OR 22) OZ. m—�p, , �Ji NIIu� r r r r r A f o ved 10/244 — E EAST SCH SCHEDULE VINYL COVERED �� ® J EA EACH SF SQUARE FOOT _i EF EACH FACE SHT SHEET NYLON �� W v EL/ELEV ELEVATION SNL SOLAR NAVIGATION LIGHT M 1i _ e EMBED EMBEDMENT SPA SPACES ETC ET CETERA SQ SQUARE 0 STRESS BAND FLOATATION FOLDS EVERY 6 0 a o - x o a dno\945008_G-003 Plotted: 10/24/2018 6.01 PM by ALSTON, TRAVIS So EQ EQUAL SS STAINLESS STEEL Z wo EW EACH WAY STA STATION w o z EXIST EXISTING STD STANDARD 0 U o a ~ 100 FOOT LENGTH 111 FEET STRESS PLATE r x a Submitted by: 11M BLANKENSHIP MOFFATT & NICHOL EXP EXPANSION STL STEEL ���`4 `�� ` ^z ^z ��� a B F FAHRENHEIT SWM STORM WATER MANAGEMENT FC FIELD CONNECTION T TON (2,000 LB) FDEP FLORIDA DEPARTMENT OF TBR TO BE REMOVED ,t--1 d g 5 Fr 5/16" CHAIN ENVIRONMENTAL PROTECTION THK THICK TYPE II BALLAST & LOAD LINE P 2937 SW 27th AVE. STE 101A COCONUT GROVE, FL 33133 305-230-1924 (FL EB 4877) — FPS FEET PER SECOND TOS TOP OF STEEL FT FEET TYP TYPICAL GALV GALVANIZED UFC UNIFIED FACILITIES CRITERIA GMAW GAS METAL ARC WELDING UHMW ULTRA HIGH MOLECULAR WEIGHT GR GRADE UON UNLESS OTHERWISE NOTED HORIZ HORIZONTAL U/G UNDERGROUND IN INCHES VERT VERTICAL INC INCORPORATED VLF VERTICAL LINEAR FEET INFO INFORMATION VPP VESSEL POWER POINT INV INVERT ELEVATION W WEST JT JOINT W/ WITH KIP 1000 LB jgP WORK POINT KSI KIPS PER SQUARE INCH SECONDS OR INCH L ANGLE MINUTES OR FEET LB POUND SQUARE gi A LF LINEAR FEET # NUMBER OR POUNDS LG LONG % PERCENT LOA LENGTH OVERALL & AND LT LEFT © AT MAX MAXIMUM 0 DIAMETER DEGREES A `SEAL Q o 0 0 h 0 p 1h Sheet m DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. G-003 Q 6 INDEX: 3 OF 68 5 1 2 I 3 4 5 DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING .of \ -,OA Snell_r ❑C—De....�i .�,.,.. 3 4 5 11 2go. „:„., ---: , / - NO Op u u A.' =`ems ��� ��' • I///: "/ y o ii 0 P,ER 10 0 O up I. 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DSGN DATE REVNO Own by: Ckd by: M&N Project No. DRFT CHKR 9450-08 J:J 4-.,_ j - _IIIIII a .. o o ._ LEGEND Submitted by: TIM BLANKENSHIP MOFFATT & NICHOL I '' °I ® _____________r___ ° 1 DOUBLE SLIP + SIZE J B 1 ° U# SINGLE SLIP + SIZE Q p 30 °�IOil(i)R0RORO�IORORO�IO1O�IOR(E)R0R0 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 O 30 40 w 40 O[1 40 O 40 45 w`� 45 ct i PILR • PIER 4 o ,o o 010101010101010101010101010 3040 O I OI`x,'O _ m 0 3U3 3 3IJJJ3LO _ %F%r / �<0 i',/1 1"4 2CO SW 2-230-1 CR AVE. ST COCONUT GROVE, FL 305924 ffatt & nichol (FL EB 4877) a , II 11 ` ', n..:.....:.:.:.:.:.:.:.:.:.:.:.:.:.:.: o __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ MATCHLINE V-102 , , D::::._ ......:.. , KEY PLAN 0 Na E 0 SITE PLAN �1 A so' o' 50' 100' A v 6 Q ° 0 , o `SEAL J p SCALE: 1 "=50' o Sheet 2 oOj DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. V-101 Q INDEX: 5 OF 68 v 1 I 2 I 3 I 4 I 5 ` 'c DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I4 5 MATCHLINE V-101 �„ ..` 1/419 \ II 11 � R „,„„,„,„,..,-- I .1 �'' 30 30 — D1 , 30 30 35 35 35 3UU 45 45 45 45 45 45 - - -V D $ 1 45 45 45 45 45 45 45 45 45 �I _ PIER 5 'h/ -- 0O I 30 30 O Ol i O OLLLJJJO O OLLLJJJOUIOLLLJJJOLLO O OU L1OUIOL1O — v0 S % S I 8 U — . d _ d 30 a e I 30 U C ___J 30 30 30 30 ao O ao O ao O ao O ao O ao O ao O ao O ao O ao O � ao O � ao O � ao O � ao O � ao O � ao O ao O — v C <EY MARINA RAWINGS G SLIP MIX OF 2) PIER6 —p zv o 30 gp 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 60 Z , a X W a 30 v 30 O O 0 — rc w ov N - N 1 3el z c _ wr' M 1 — c Z g o x E o - TON, TRAVIS Soveo w 0 30 30 ao [ ao [ ao [ ao [ ao [ ao [ ao [i 4 0� so 5o so 5o so �6�/ LEGEND r x U a z PIER 7 2 DOUBLE SLIP +SIZE a 9 K 7 Q _ U 50 v 50 O so O 40 O 40 O 40 O 40 O 40 O 40 O 40 O 40 50 �J 50 60 �J 60 O 60 O 60 O g o � � � w � m4 B Q J - - - - - - 60En v Cif SINGLE SLIP + SIZE B Q 2 2 „ F. c, I I — a o wM ro o FLOATING DINGY DOCK SITE PLAN Ali 2937 SW 27th AVE. S1 COCONUT GROVE, FL 305-230-1924 (FL EB 4877) Plotted: 10/24/2 (NOT IN SCOPE) 11 ,` • '\,AS ffatt & nIchol 945008_ V-102; ` < a .`.�e / I a I�\,. LJ I ``'e r,L j. jy , — ✓/ j!Et I Z Q A 'N%,``\, PIER 9 0 A O 7 APPROXIMATE \ I PROJECT LIMIT �� U U 1 Q M I so' 0' 50' 100' o 1 p p J [ SCALE: 1 "=50' `SEAL 18 ®V 6 ®U 2 ©el Sheet m DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. V-102 Q ° INDEX: 6 OF 68 1 2 I 3 4 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 1 3 I 4 I 5 LENGTH VARIES 28' TO 34' 1 PILE 1 PILE p`+� Y of 1 PILE 1 PILE q PILE C PILE 4'-0" TYP. * 12'-0" ILIII IIIIF i-- 1/2" OPEN JOINT 2x6 TIMBER D TOP OF DECK EL VARIES DECKING 12 1 114 2x6 DECKING D s 11 Ai TOP OF DECK EL VARIES �- 1 ♦ ♦ 2x12 STRINGER, TYP 1 I THRU-BOLT, TYP iai 1 BENT CAP EACH TIMBER -i � SIDE OF PILE, TYP h STRINGER, TYP THRU-BOLT, TYP Al ' 2X8 BENT CAP EACH _ _' = p • SIDE OF PILE o CONCRETE WALKWAY 1 2X8 BRACING 4 v BRACING EACH SIDE �— t WHERE REMAINING . MUDLINE EL VARIES ` l,0 ti SINGLE LONGITUDINAL 2x8 BRACE - - L o TIMBER PILE, TYP I - � I TIMBER PILE, TYP � fff DINNER KEY MARINA DCP DRAWINGS EXISTING FINGER PIER FRAMING ELEVATIONS AND SECTIONS r8 8: 21 AM by TALSTON A\/ \��\\ \, /\/Y4, // \ \\A i>x/\/\/ .\ 1 F T \ \/\/\/\/�\\��\\��\\/�\�/\\� \�\\‹) (%/%/%/%/%/%/%/%/%/%/%/%/, ,\\ \\/�\/�/�\/�\/�\/�\/�\/\\/\ \/%/%/%/%/%/%/%/%/%/%/%/l \/\\/\\/\\/� n%/%/%/% EL VARIES C r\� \ y \ al . kr fYl 1- 1I I L_J L-� /�/�/�\/�\/�\/\\ . ._., '1 kri-J r i-'I I L�J " r\ kr _., r �-' L�J Y, A /\\/\\/\\/�\/\ A I 1 kr ._., r i-' I L ��/i/, , //\/� \ `\ `\ `\I /i\`/\/� PILE TIP EL UNKNOWN I k= J r+=1 Y\ \ �\ �\ Jf I k=I J r+-1 `\ `\ `\ `\ `\ �. \\/\//\//\//.// C rJ 1 PILE TIP EL UNKNOWN Cl ELEVATION - EXISTING 8 PILE FINGER PIER t t V-401 SCALE 3/8" = V-0" A4 SECTION - EXISTING FINGER PIER V-401 SCALE: 3/8" 1'-0" N = LENGTH VARIES 20' TO 26' , o, CL PILE 12'-0" C PILE J C PI_LE . z o - 0, a — a 7N, TRAVIS Saved; 16 1'-0" o Y o 0 a i` . aU 1/2" OPEN JOINT V 2. .1 L' z B TOP OF DECK I 2x6 TIMBER of B c. 'A . F$ a EL VARIES 12 DECKING N0 00 -- THRU-BOLT, TYPM` BENT CAP EACH SIDE OF PILE, TYP .rl r - \-TIMBER STRINGER, TYP V, W a& m �L�N w o CONCRETE v t rno n� is w a WALKWAY __4 SINGLE LONGITUDINAL ==��BRACING EACH SIDE WHERE REMAINING TIMBER PILE, TYP moffatt & nacho . -ino \ 945008_ V-401, MUDLINE EL VARIES I. -. - "� - - 2x8 BRACE A \//��/\�/�\�%\�"\\\ �I `,\�.. 1 I I I l..d r—, /"" ," = _J r-tri j\%i\\/\j�\/\��\\��\��\��\\��\/�\\i\\/\i" k_ r-1<=i /1I,v i /\/\/\\/\\\i\\\A \\i\\i\\i\\A i\\i\\i\\\i� _J k_ r-1<=i1 \/\\\/\\\/" _J 4_0.. 0_O., 2_0,. A U o PILE TIP EL UNKNOWN SEAL 1 0 L_J i_�_i i_�_J L J SCALE: 3/8"=1'-0" , Sheet m Al ELEVATION - EXISTING 6 PILE FINGER PIER DCP DRAWINGS 24 OCTOBER 2018 Reference No. Q V-401 SCALE: 3/8" = V-0" NOT TO BE USED FOR CONSTRUCTION V'4U1 O INDEX: 7 OF 68 1 I 2 3 I 4 I 5 Li DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 3'-0" ,, ,0YOp t,1 * 111011 111111 * CAP CAP SLAB C O R I. CLOSURE VARIES POUR D OPENING O111641111111111111ffirr'ail D s CLOSURE 2•-1" 1'-11" UTILITY CHASE GRATING POUR, TYP o N co I I 1 I `O A PRECAST a — D5 J S-403 co 14" SQ. PILE In i-- 3'-0" a z PILE CAP 1 1 1 1 D5 SECTION — EXISTING PILE CAP DINNER KEY MARIN DCP DRAWINGS EXISTING CONCRETE WA DECK SPAN PLAN AND SE C 1 1 I I 1 I I I V-402 SCALE: 3/4" = 1'-0" C m J 3'-0" h NiliF ® [SLAB I /1I CLOSURE POUR a Cl PLAN — EXISTING MAIN PIER h V-402 SCALE: 3/8" = 1'-0" co ro A N — ,' ry o c a 4; 2'-6" 7'-0" 2'-6" so O o o = o o a 63 UTILITY CHASE - I Y 6" 7" 5'-6" 7" 6" W Designed by: DSGN Submitted by: 11M BLANKENSHIP MOFFAT' & NICHE 2 2" `�14" f a B TYP i1 GRATING SQ. PILE o .A gy g 1 II II U II II II it II II II II II II II II II II II II II II1I II II II II II II II II Il II II IIJIJ N o 3'-0" s M ,oro N a PILE CAP w rn m o v 0 4 , CLOSURE POUR B5 SECTION — EXISTING PILE CAP I 2937COCONUT GRSW 2AV 7thOVE, 305-230— Chol (FL EB 41 -402; Plotted 10% ro PILE CAP (BEYOND) (BEYOND) V-402 SCALE: 3/4" = 1"-0" 1/1 moffatt & ni ,I O O h V O `------- v 14" SQ. PILE, TYP _i m ¢, A 4-0ASCALE: 8=1a :1: `SEAL p Al SECTION — EXISTING CONCRETE WALKWAY SCALE: 3/4"=1'-0" o V-402 SCALE: 3/4" = 1'-0" Sheet mh DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. V-402 Q ° INDEX: 8 OF 68 1 1 2 1 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 CONCRETE AND REINFORCING STEEL:°‘1Y F�'r TIMBER CONSTRUCTION: , F s 1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE", UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL REINFORCED 1. ALL TIMBER CONSTRUCTION SHALL CONFORM TO THE RECOMMENDATIONS OF THE AMERICAN CONCRETE MATERIALS SHALL BE PROPORTIONED, FABRICATED, DELIVERED, AND PLACED IN INSTITUTE OF TIMBER CONSTRUCTION. "BUILDING ' !, * i41, II,IEI �� �a �7. t o` o R l ACCORDANCE WITH ACI 318 CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". 2. TIMBER PILES SHALL BE DRIVEN TO THE TIP ELEVATION INDICATED ON THE D/B TEAM DRAWINGS 2. ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE AND GEOTECHNICAL CRITERIA, USING A HAMMER OF AN APPROVED TYPE, WITH A CAPACITY AT "ACI D LATEST EDITION OF THE MANUAL OF CONCRETE PRACTICE" INCLUDING BUT NOT LIMITED TO: LEAST EQUAL TO THE HAMMER MANUFACTURER'S RECOMMENDATION FOR THE TOTAL WEIGHT OF ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI SP-66 "ACI DETAILING MANUAL". PILE AND CHARACTER OF THE SUBSURFACE MATERIAL TO BE ENCOUNTERED. D o 3. ALL REINFORCING BAR SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES IN ACCORDANCE WITH 3. SPUDDING AND/OR JETTING OF TIMBER PILES SHALL BE PERFORMED IN ACCORDANCE WITH THE ACI 318, CHAPTER 12, UNLESS OTHERWISE NOTED. SPECIFICATIONS. 4. ALL CAST -IN -PLACE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (145± PCF). 4. TIMBER PILES SHALL BE TREATED IN ACCORDANCE WITH AWPA MP-1 FOR TIMBER IN SALTWATER IMMERSION. PRESERVATIVE RETENTION SHALL BE 2.5 PCF. CCA PRESERVATIVE RETENTION OF 2.50 5. MINIMUM CONCRETE COVER FOR STEEL REINFORCEMENT SHALL BE 3", UNLESS OTHERWISE NOTED PCF IS ALLOWED ONLY IN MEMBERS SUBJECT TO SALT WATER IMMERSION. ON THE DRAWINGS. 5. ALL OTHER TIMBER MATERIALS SHALL BE TREATED IN ACCORDANCE WITH AWPA U1 FOR TIMBER 6. PROVIDE 3/4", 45' CHAMFER ON ALL EXPOSED EXTERNAL CORNERS OF CONCRETE, UNLESS EXPOSED TO THE MARINE ENVIRONMENT. THE FOLLOWING ITEMS SHALL BE PROVIDED WITH OTHERWISE NOTED ON THE DRAWINGS. TREATMENT AS INDICATED: g - 7. ALL JOINTS BETWEEN CAST -IN -PLACE CONCRETE AND HARDENED CONCRETE SHALL BE CLEANED A. DECKING MCQ TREATMENT ®0.60 PCF WITH A ROUGHENED OF 1/4" AMPLITUDE AND COATED A EPDXY BONDING COMPOUND IN B. TIMBER BENT CAPS CCA 0.6 PCF SURFACE D. TIMBER CCA 2.5 PCF C ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, UNLESS OTHERWISE NOTED. D. CROSS- BTRICGERS BRACING CCA 2.5 PCF 8. CONCRETE MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED: 6. TIMBER RELATED MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED: A. CAST -IN --PLACE CONCRETE 5500 PSI 0 28 DAYS (MIN FDOT CLASS IV) A. TIMBER PILES ASTM D 25-99 B. PRESTRESSED CONCRETE PILES 6000 PSI ® 28 DAYS B. TIMBER BENT CAPS SP NO. 1 DENSE (S4S) 4000 PSI 0 RELEASE C. TIMBER STRINGERS SP NO. 1 DENSE (S4S) C. PRESTRESSED CONCRETE BEAMS 8000 PSI 0 28 DAYS D. MIST TIMBER ................. SP NO. 1 DENSE (S4S) 9. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A 615. CONCRETE REINFORCING E. CONNECTING BOLTS & NUTS ASTM 316, STAINLESS STEEL, UON MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED: 7. WASHERS SHALL BE CIRCULAR FLAT SMOOTH AND SHALL CONFORM TO ANSI B18.22.1. USE DOCK A. REINFORCEMENT FOR CONCRETE ASTM A 615, GR 60 WASHERS OR OGEE WASHERS WHERE INDICATED OR REQUIRED. B. PRESTRESSING STEEL ASTM A 416, GRADE 270 8. CHECK ALL BOLTS BY BURRING THE THREADS AFTER THE NUTS HAVE BEEN FINALLY TIGHTENED. (LOW RELAXATION STRANDS) RECOAT EXPOSED PORTION OF BOLT WITH TWO COATS OF HIGH ZINC DUST OXIDE PAINT. 10. CURE CONCRETE USING CONTINUOUS MOISTURE AND/OR MEMBRANE CURING COMPOUND IN ACCORDANCE WITH FDOT SPECIFICATION 400-16.1 AND 400-16.2 9. BORE HOLES FOR THRU BOLTS WITH A BIT 1/16 INCH LARGER IN DIAMETER THAN THE SHANK OF REPAIR NOTES THE BOLT. C DINNER KEY MARINA DCP DRAWINGS STRUCTURAL NOTES l J 18 5: 01 PM by TALSTON 10. TIMBER PILES SHALL BE WRAPPED WITH HDPE OR PVC BLACK PILE WRAP WITH A MINIMUM 6 1. REINFORCING IN THE REPAIR AREAS SHALL BE PROVIDED WITH A MINIMUM OF 3 INCHES CONCRETE INCHES OVERLAP. PILE WRAP SHALL EXTEND FROM BOTTOM OF PILE CAP TO A MINIMUM OF 2 of - COVER TO MATCH EXISTING UNLESS OTHERWISE NOTED. FEET BELOW THE MUDLINE. INSTALL USING 1-1/2 INCH STAINLESS STEEL SPIRAL -SHANK ROOFING NAILS SPACED AT 2 INCHES ON CENTER ALONG SEAM. 2. CONCRETE REPAIRS CONSIST OF SMALL PATCH REPAIRS AND PARTIAL DEPTH REPLACEMENT OF ina \945008_5-001; Platted 10/24/2018 6:02 PM by ALSTON, TRA VIS; Saved: 10/24/ DECK, PILE CAPS, AND PILE ENCASEMENTS. NO DISTINCTION IS MADE BETWEEN SPALLS AND HARDWARE NOTES: v DELAMINATIONS SINCE REPAIRS ARE THE SAME. 3. REMOVE DELAMINATED OR DETERIORATED CONCRETE UNTIL SOUND CONCRETE IS ENCOUNTERED. 1. ALL BOLTS AND HARDWARE SHALL BE HDG STEEL PER ASTM A153 FOR MARINE APPLICATIONS CHIPPED OUT AREA SHALL EXTEND AN ADDITIONAL 2" ALL AROUND. UON. e e a 4. CHECK SURFACES TO ENSURE THEY ARE FREE FROM LOOSE AGGREGATE OR ADDITIONAL 2. ALUMINUM LADDERS SHALL BE INTERNATIONAL DOCK PRODUCTS OR EQUIVALENT, 6 STEPS. DELAMINATIONS. 3. ALL CLEATS SHALL BE ALUMINUM ALMAG "S" OR EQUIVALENT, SIZE 15-INCH. Reviewed by: REVR Submitted by: RM BLANKENSHIP MOFFATT & NICHOL B 5. CHIPPED OUT AREA SHALL BE NOT LESS THAN 1" CLEAR AROUND ALL EXPOSED REINFORCING 4. MISCELLANEOUS METALS, BARS, STRAPS, STRUCTURAL SHAPES AND OTHER CONNECTION BARS. HARDWARE SHALL BE 316 STAINLESS STEEL, UNLESS OTHERWISE NOTED. - 6. EDGES OF THE CHIPPED OUT AREA SHALL BE SAWCUT PERPENDICULAR TO THE CONCRETE SURFACE FOR A MINIMUM DEPTH OF 1". DO NOT SAWCUT THROUGH EXISTING REINFORCING BARS. SAWCUT SHALL NOT EXTEND BEYOND CHIPPED OUT AREA. 7. EXPOSED REINFORCING BARS SHALL BE CLEANED OF SCALE, RUST, DIRT, OIL, AND OTHER DELETERIOUS MATERIALS. 8. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 UNLESS NOTED OTHERWISE. 9. WELDING OF REINFORCING BARS SHALL CONFORM TO AWS D1.4. WELDING OF STAINLESS STEEL MATERIAL SHALL CONFORM TO AWS D1.6. E70XX LOW -HYDROGEN ELECTRODES SHALL BE USED IN WELDING GRADE A-706 BARS. 10. SPLICES SHALL BE STAGGERED BY LENGTH OF SPLICE OR 6" MINIMUM, WITH NO MORE THAN 50% OF THE BARS BEING SPLICED AT ANY ONE LOCATION. 11. IN DECK AND PILE CAP REPAIRS, DISCRETE GALVANIC ANODES TO BE PLACED NEAR PERIMETER OF REPAIR AREA. ,", 2937 SW 27th AVE. STE 101A COCONUT GROVE, FL 33133 305-230-1924 moffatt & nlchol (FL EB 4877) GALVANIC ANODES TO TO TOP OF A 12. DISCRETE BE DIRECTLY CONNECTED OR BOTTOM LAYERS REINFORCEMENT PER ACI RAP-8. 13. FORMS SHALL BE WATER TIGHT. 14. DO NOT FEATHER EDGES OF REPAIR. 15. AT INTERFACES BETWEEN EXISTING AND NEW CONCRETE, ROUGHEN EXISTING SURFACE TO 1/4" AMPLITUDE MINIMUM. 16. DEDICATED STAINLESS STEEL TOOLS SHALL BE USED FOR STAINLESS STEEL MATERIAL TO AVOID SEAL m Q U o o 0 CONTAMINATION OF DISSIMILAR MATERIAL. o Sheet h m DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S_001 Q 0 INDEX: 9 OF 68 N 1 I 2 I 3 4 5 DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 - of i •� ��\ ..\ r 1:1 \c ,,ct , ,....,. o 1 Y 1 PIER 1 1 II D 0 �;' ��• � I S-102 I I -122 D \, ,k 11 ' � PIER 2 ��:' -- -- -- -- T -- S 103 I Q ' ` S-123 �/ ..: w, MUM IiE.. `N Fib 1 .crigi li!- ;- �-- --- , ---_--` r�o/ I - IIIMUMISCON Ili CI _ :fl-3' e...,w,..� e���xeaoscc>�z.> ' Z 0. I N 0. 10 I • CI CC Iii? ,f --- I S- 41 z I� o cai c=~i 17/ {1 • .Y. ✓' ,yi 11 PIER 8 I PIER 4 i I Q csi hawing Scale: Not scale: 1:1 (D SHEET) S; Saved: 10/22, •/,. ;. f !Pi/ ICI Ii I r I o V ? m z 2 _�f '- 411116111bf I .. _ S r �;/f" \ jf I' �} -- PIER 5 1 I r x s V miffed by: BLANKENSHIP FFA11 & NICHOL by ALSTON, TRA �nI \`I I / ' o • o/ � I o 0o p ,k/�, ;;, �, O 1 ‘%to _ y ...., %t 1 f Q — — — — — 1 — S 106 :126 7th AVE. STE 1O1A GROVE, FL 33133 -230-1924 EB 4877) 10/24/2018 6.03 F 1 , 2937 SW Il nichol _S-100; Plottec '. ` ' ��� � tiOO ' II I ❑ us cc a — PIER 6 \am • �rl JLr•1 ' �\ c' / • HI �1 r� I — — S 127 �� ro,\' _�— — 1 I O o A %�� PIER 9 I I__ 1` 1 PIER 7 J A QI o L_ __ __ -- __J __ __ __ —— __ __ 80' 0' 80' 160' 21 ho SEAL ,S SCALE: 1 "=80' Sheet m SITE PLAN DCP DRAWINGS 24 OCTOBER 2018 Reference No. S-100 , a NOT TO BE USED FOR CONSTRUCTION INDEX: 10 OF 68 1 I 2 I 3 I 4 I 5 DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 369'-2" s /% .... 19'-3" 10 0 22'-6" = 22V-0" 19'-0" Ih;'; 4 6 PILE FINGER PIER I 1 199_ REPLACEMENT, TYP O O l I • 8 PILE FINGER PIER m EXISTING 3-PILE SLIP LAYOUT, TYP I Al 8 PILE FINGER PIER m D S-402 4'-0" REPLACEMENT, TYP TIMBER MOORING PILE O ®' REPLACEMENT, TYP DOLPHIN, TYP D $ 36 TYP • 37 20 • I• 35 I 34 33 31 30 29 0 28 � 27 I • • r 26 25 24 18• EXISTING PILE CAP, TYP oI Lo • 132 b I- • • I a • • 22 0 0 0 10 11 12 13 14 15 • •1 0I r 39 2 3 4 5 6 7 8 9 10 112131415I1617 18 19 20 16•21 o• N 111 • O CO • 24'-O" TYP I I TYP • • • • • Icc 40 las • • Co iCONCRETE WALKWAY DECK At • IN a w a EXISTING TIMBER 6 PILE FINGER PIER MOORING PILE, TYP SPAN REPLACEMENT, TYP W SLIP LAYOUT, TYP 11w a z Z F a of ® 41 2_ nJ C Of b(13 I • 13'-11,__ 18 ® 17'-6" = 315'-0" 13'-6j C DINNER KEY DCP DRAM HURRICANE REL REPAIR P t8 2: 04 PM by TALSTON 42 • 43 0 EXISTING CONCRETE WALKWAY • DECK SPAN, TYP A • PIER 1 A 1 esigneE by: Date: Rev. DSGN DATE REVNO Drawing Scale: Plot scale:1:1 (D SHEET), by ALSTON, TRAVIS Saved: 10/23/2 44 a " 0 45 © • m a o 0I • Y G U M11 • • co B 46 K $ -6 8 „ 3 o o O _ _ Vo M co ® ", 2CCOCO ONUSW T GR27tHOVE, AVE. FL STE 3: 305-230-1924 Hatt & nlchol (FL EB 4877) 945008—S-101; Platted: 10/24/20) 1 1 I O 1 1 1 EXISTING BULKHEAD 0 0�,.;.;:: _ _ F.F.RSSRSSSLLTd::�!R!3 I • I ll .:.:.:..:.::::..:: 0� KEY PLAN o E LEGEND CONCRETE WALKWAY DECK SPAN/ 1--1 TI FINGER PIER REPLACEMENT ® FINGER PIER REPAIR TYPE I Qi ° A ® FINGER PIER REPAIR TYPE II A (7) O TIMBER MOORING PILE REPLACEMENT 20' 0'-0" 20' 40' o ## MAIN WALKWAY SLAB — — ` SEAL o SCALE: 1 "=20' h _ SLIP NUMBERS Sheet m ## ## DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-101 Q a INDEX: 11 OF 68 1 I 2 I 3 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 GNO\c Opel , * ILI11 1111F1 111 ett O\R`S 9Q, D D s 513'-11" i I x 24 0 18'-0" = 432'-0" 13'-7" EXIN 3 EXISTING TIMBER 18 DOLPHINISTG TYPPILE MOORING PILE,• YP- \,. • 4'-0" m 6 PILE FINGER PIER CONCRETE WALKWAY DECK ClN TYP Igliir SLIP LAYOUT, TYP SPAN REPLACEMENT, TYP S-410 �� 29 isi CC C • 54 la 53 52 1 51 50 49 48 47 N 6 N 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 �13 I C VNER KEY MARINJ DCP DRAWINGS CANE RELATED PI REPAIR PLAN , , PI El El la El 0 0 0 10 11 12 14 I 1 2 3 / CL 4 5 1. 6 7 4 • / 8 1 N / N Gc • _L 9 A 10 11 % 1 4-0 12 13 14 15 16 17 // 18 19 1 • • . 20 21 ►�� •:�: %i 22 23 ►: 24 25 26 27 O• ••<O 15 •28 N cc CC = 131.24 PM by TAL i 0 EXISTING BULKHEAD EXISTING PILE TIMBER MOORING PILE m CAP, TYP TYP REPLACEMENT, TYP N ® " •EXISTING•CONCRETE 16 i WALKWAY TIMBER MOORING PILE REPLACEMENT, TYP m C1 PIER m 4 o 0 0 0 FINGER REPAIR FINGER PIER REPAIR DECK SPAN, TYP S-4o3 N 8 8 v TYPE I, TYP TYPE II, TYP 25 0 18'-0" = 450'-0" 16'-10" ® 14'-5 J o o a m g g g x g a 1 1 I PIER 2 i'n U Submitted by: 11M BLANKENSHIP MOFFATT & NICHOL Q R h B r5 8 o B t s. 2 a .2 ,i Q O_M W n O' 0 b 00 O I( 1", 2C37COCONUT SW 27GROVtH AE,VE. FLSl 305-230-1924 ffatt & nichol (FL EB 4877) 945008_5-102; Plotted: 10/24/2 q 1: • MUM Mr KEY PLAN o E r LEGEND CONCRETE WALKWAY DECK SPAN/ 1--1 TI FINGER PIER REPLACEMENT Qi ® FINGER PIER REPAIR TYPE I ° A ® FINGER PIER REPAIR TYPE II A O TIMBER MOORING PILE REPLACEMENT 20' 0'-0" 20' 40' `,i, ## MAIN WALKWAY SLAB SEAL o SCALE: 1 "=20' — SLIP NUMBERS Sheet m ## ## DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-102 6 a INDEX: 12 OF 68 1 I 2 I 3 1 4 1 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 797'-5"e *IIIlF111❑ ::::„Ovo S 9 ° 17-7" 26 ®18'-O" = 468'-O" D 0 D 1 ° 6 PILE FINGER PIER EXISTING TIMBER REPLACEMENT, TYP Cl I ❑ o MOORING PILE, TYP S ao2 EXISTING BULKHEAD 4 0 EXISTING CONCRETE WALKWAY DECK SPAN, TYP • • • • •m 6 PILE FINGER PIER EXISTING PILE 1 ° ❑ TYP � SLIP LAYOUT, TYP CAP, TYP — • 7 • • 7 — 82 81 80 79 78 77 76 iv 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 Lu °I id ul © © 0 © 0 • 0 0 a 10 11 12 13 co ❑ ° 1 2 3 4 Da �.� 5 6 / 4 7 N TYP co / 9 10 11 12 / 13 14 15 16 17 18 19 20 P 21 22 / 23 24 / 25 < 1 MARINA WINGS ATED PIER PLAN 4'-0" 1 C DINNER KEY DCP DRAV REL REPAIR 28 PM by TALSTON ❑ C2 FINGER TYP PIER REPAIR Cl I ❑ � 0 ° 15'-1O"-- S-403 TYPE II, TYP 26 18'-0" = 468'-0" FINGER PIER REPAIR S-403 TYPE I, TYP I Qro o PIER 3 N % o _ § e xing code: w N 797'-5" o " O ti I.26 DOLPHIN, TYP o m g g a ©15-0" 24 ®22'-6" = 280'-0" 18'-7" /EXISNG3PILE = 468'-0" a i a?: o B • 8 PILE FINGER PIER i . t 28 B o o a L 2 0 I w 1� 1 " F ?018 6:04 PM by A( - SLIP LAYOUT, TYP s-ao1 Al 8 PILE FINGER PIER 0 " 1 4'-O" _I �402 40 REPLACEMENT, TYP 27 'M • • TYP I O 26 • 42 `MN �_ .. 1 TYP 6.O M .. �E ado a N / / / / I Lo sEN L° w O 1 • 2s I " , 2CCOO CONN 27 UT 0 305— 'att & nlchol (F 45008_5-103; Plotted: 1 /• / / / / • ,! 57 I 56 I N 55 / 54 53 L / 52 M 51 / 50 49 6 48 47 46 45 44 43 O• 24 ` III, �: �IiEkl3lfflf♦:Iffk;F,1;►;�yy ♦It.................. J Q 1 14 15 16 Le• 17 18 19 20 21 X +l�I sue' „__ �` MA;IrI]]_:fI:I1Ci 26 27 N 28 29 'ol o_ 30 31 32 33 34 35 36 37 38 39 40 41 KEY PLAN E o N j •/ N 1 • D LEGEND �I I • 22 i r-1 CONCRETE WALKWAY DECK SPAN/ 0, 4'-0" — 00 FINGER PIER REPLACEMENT 3 \0500_CAD\_Act 4'-O" ® FINGER PIER REPAIR TYPE I TYP TYP TIMBER MOORING P LE • CONCRETE WALKWAY DECK Cl • • A REPLACEMENT, TYP SPAN REPLACEMENT, TYP NSF �410 ® FINGER PIER REPAIR TYPE II A 1 1 • TIMBER MOORING PILE 0 23 • REPLACEMENT 20' 0'-0" 20' 40' 26 0 18'-0" 11 ®21'-6" = 236'-6" 21'-6" 16'-7"� ## MAIN WALKWAY SLAB SEAL o -- SCALE: 1"=20' = 468'-0" — SLIP NUMBERS � Sheet � ## ## DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-103 Q 6 0 INDEX: 13 OF 68 ki 1 I 2 I 3 I 4 I 5 '� DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 0 1T-6" = 56C-0",+ \\c ::„1.„32 1:„EI;i EXISTING PILE EXISTING CONCRETE WALKWAY TI �0 19_ // EXISTING TIMBER EXISTING PILEI MOORING PILE, TYP CAP, TYP DECK SPAN, TYP CAP TYP I D • . • • • • • • • • • • • • • • • • ••• • • • • 4'-O" _ 'EXISTING D BULKHEAD TYP •7 o•v O 0 84 �: 83 82 i / 81 80 T 79 78 77 76 7• 75 74 7 / 73 72 71 70 �� �� 69 68 67 �1 66 • 65 64 •% 63 62 61 60 ♦• ♦ 59 17 • El 0 0 0 0 0 0 10 11 12 13 I 14 $ ♦ st / 1• ♦i •.: ►• ►�i • •i • !�� • ►i� i� I 12 Q 1 2 ••� 3 4 / •♦ 5 6 ''♦• 7 8 9 10 •♦i 11 12 ♦ 13 14 ►♦• 15 16 ►• •' 17 I .• 18 A 19 20 ►♦i 21 22 '• 23 24 25 26 27 M DINNER KEY MARINA DCP DRAWINGS HURRICANE RELATED PIER 4 REPAIR PLAN 18 3.29 PM by TALSTON REPAIR • 1 FINGER PIER REPAIR C2 TYP 6 PILE FINGER PIER Cl I 24'-0" FINGER S-403 TYPE I TYP s-403 TYPE PIER REPAIR II, TYP REPLACEMENT, TYP s-402 31 0 17'-6" = 445'-6" C 777'-10" I C PIER 4 N — 32 0 17'-6" L = 560'-0" 6 0 20' 0" = 120' 0" 21'-6" 19'-9" 16'-4" EXISTING 3-PILE J ,' N DOLPHIN, TYP o O 6 PILE FINGER PIER in SLIP LAYOUT, TYP ov. lg • a ,7 I VW , O • • 1 CONCRETE WALKWAY DECK o m o x e- a ,53 "' • 4'-0" 4'-0" S _410 SPAN REPLACEMENT, TYP Q 1 4'-O" TYP TYP j 23 r `1a U U I TYP I 0 O •• B 58 57 56 55 } 54 53 52 51 I- 50 % 49 48 47 46 45 44 • B W it N F I I / N~ N r �.'4 ►• ♦ N 43 O Z 14 15 16 17 18 19 20 21 0 43 I N 'M WM 0 ro :6 J I 2937 SW 27th AVE. S1 COCONUT GROVE, FL 305-230-1924 (FL EB 4877) Plotted: 10/24/2 I- m 128 29 ?I 30 31 32 33 0 34 35 36 37 38 39 0 40 41 4 jam''' II I — 4-0" " • 1II moffatt & nichol 9,a \ 945008_S-104; TYP :::a::ed • TIMBER MOORING PILE Ark I REPLACEMENT, TYP 4'—0" TYP 22 ii;i;i;i:i:i;l;fltii I• Mr ®MUM KEY PLAN r 6 0 20'-0" = 9T-0" 6 0 20'-0" = 120'-0" 21'-6" 19'-9" 16'-3"_I LEGEND CONCRETE CONCRETE WALKWAY DECK SPAN/ 1--1 T 777'-10" PIER REPLACEMENT o, Qi ® FINGER PIER REPAIR TYPE I ° A ® FINGER PIER REPAIR TYPE II A cQi O TIMBER MOORING PILE REPLACEMENT 20' 0'-0" 20' 40' o ## MAIN WALKWAY SLAB SEAL o SCALE: 1 "=20' — SLIP NUMBERS Sheet m ## ## DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-104 6 a INDEX: 14 OF 68 1 I 2 I 3 I 4 1 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 sG111`oF�J 1 ;' F 941'-5" \ * ILILI 1111F1 , 411 ,,,,,,„-„,--- io I EXISTING 8 PILE 84 `FINGER PIER, TYP 1 ` / D • n D s II 85 6 0 18'-0" = 108'-0" 30 0 21'-6" = 645'-0" m • •- ® • o 20'-0" 31 114'-5" • EXISTING TIMBER MOORING PILE, TYP ' I '4, to r 86 •EXISTING CONCRETE WALKWAY 1 s 1 • 4'-0" 1 6 PILE FINGER PIER DECK SPAN, TYP 4'-0" TYP I SLIP LAYOUT, TYP 87 TYP I 'CD 30 r • . Oi • T •• % • ��4 — • . . .83 82 81 80 79 N 78 77 76 75 N 74 E., 73 72 / 71 70 % .0 69 68 0 67 66 65 1 2 / 6 88 / 4 01 / 4 / A • . ©• El 0 © 0 0 10 11 ,-/ 12 , 13 14 15 16 I ~ w ' MARINA NINGS .ATED PIER 5 PLAN Z EXISTING BULKHEAD in '6 7 8 N I- 9 / 10 11 12 m 13 14 15 g 16 17 18 19 20 21 O� 22 23 24 I I- L. • C 0 A C 'w '¢_ w¢ Lo 'Mi 2 4'_ O" _ • DINNER K DCP DR HURRICANE R REPAI PM by TALSTON • • V///////.) TYP 4'-O" I 3 . TYP C2 FINGER PIER REPAIR io •• S-403 TYPE II, TYP • IN L[) II of 28'-0" • • • • • • • • . • • • co 4 51 114'-7" 6 0 20'-0" = 108'-0" 30 0 21'-6" = 645'-0" 1 N • i'/////////j co •o ® to 5 o � w N N • • y PIER 5 4 a - • • • o ii o= 0 e v o x o a J, TRAVIS Saved: 941'-5" r .. a V z W o 30 0 21'-6" = 645'-0" 19'-3" EXISTING 3-PILE ` ' h Q DOLPHIN, TYP rn Q. t 1 5 E e, F EXISTING PILE Cl 1 R PTIIEPR REPAIR CONCRETE WALKWAY DECK Cllir REPLACEMENT, TYP �P, O 66 ro 0 4'_0" CAP, TYP 0-403 TIDE SPAN S-410 �� cV I TYP 29 \ c a N N1 oa .;, 46 5 11 ��I ", 2937 SW 27th COCONUT GR( 305-22 tt & nIChol (FL EE 5008_5-105; Platted 10 f 1 64 63 62 I 61 60 59 58 57 56 55 iI 01 >- 54 VI 53 52 0 51 50 49 48 47 I'� w 1 I 17 18 19 20 21 22 23 24 I 25 26 27 ,) • „) '''-'''''''''''''''''"-- I _ .. 01 /MIEWIRAW �:::....... Ai ' 125 26 27 28 29 30 31 32 0 33 34 35 36 37 38 39 40 41 42 KEY PLAN E �.° 43 44 LEGEND a TE WALKWAY DECK SPAN/ TI I — _ 0 FINGER REPLACEMENT \0500_CAD\_Act TIMBER PILE 1777771 FINGER PIER REPAIR TYPE I 6 PILE FINGER PIER Cl 4'-0" MOORING TYP REPLACEMENT, TYP An 28 A REPLACEMENT, TYP S-402 i:0••V FINGER PIER REPAIR TYPE II A I O UMBER MOORING PILE REPLACEMENT 20' o'-o" 20' 40' • ® i SEAL I 30 0 21'-6" = 645'-0" ## MAIN WALKWAY SLAB 19'-3" SCALE: 1"=20' 1/4 o _ SLIP NUMBERS Sheet m ## ## J DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-105 6 a INDEX: 15 OF 68 1 2 I 3 4 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 82611" Iia;'i NO * • I c 28'-O" I D i TYP 72 I D N I • 16'-7" 30 0 21'-6" = 645'-0" II io o 73 0_ 27 EXISTING 6 PILE An TIMBER FINGER PIER, TYP 6 PILE FINGER PIER MOORING PILE, TYP • . o • 20'-0" 1 SLIP LAYOUT, TYP I 1 I TYP I� $ M 74 EXISTING PILE I `1 75 CAP, TYP TYP w 1 1--1 71 - • 70 69 68 67 66 65 64 63 62 2 61 0 60 59 58 57 56 55 II t 76 . / I N 0 it F W I z ,, 0 El El 0 El 0 0 ' D 10 11 12 13 I = co cc w . A Q KEY MARINI )RAWINGS RELATED PI AIR PLAN 0 to r 4 5 6 7 8 9 �� 2 10 11 �� _ o 12 '-VI- 13 it i� !4 14 15 16 17 ►� 0►�i IO 18 19 ►� �: 20 • 1 C El i' ;$ Oi ►O I C m 2 4'-0" z a z 0 W z w U ¢ = o h //////4 • � TYP z cn 1 EXISTING BULKHEAD 3 • . • . • • • • . . C1 I I o ¢ j = 7 -o rn 5-403 FINGER PIER REPAIR TYPE I, TYP 1 N v 16'-6"-- 29 ®20'-0" = 580'-O" Drawing Scale: Plot scale: 1:1 (D SHEET), 1 VIS; Saved: 10/22/ K//////A PIER 6 • o o a i 826'-11" 30 0 21'-6" = 645'-0" 16'-6" EXISTING 3-PILE Y , " a 1 I y DOLPHIN, TYP 5 •'E t 1% Z47 a :z: o p B B ')F3 • . . • • • • I EXISTING CONCRETE WALKWAY • • • • . • • • CONCRETE WALKWAY SPAN REPLACEMENT, • • DECK C1 TYP 25 'M ro 4'- 0" s-a1o� I DECK SPAN, TYP TYP I n W 54 53 52 51 50 �� 49 48 47 �I 46 45 44 43 42 41 40 39 j� _ _ _ ' ` aa;5 , 29372VE COCONUT UT GROVE 305-230— c nichol (FL EB 4 7 S-706; P/otfed: 10% WI �� , a 24 11 --- ---, : ,:..:;;;31:!;l l!!7 111 111 14 15 16 17 18 19 20 21 1 a�,'4 1 o emcua mr E = 21 23 .' '.•,24 25 26 N 27 28 29 ►'. A30 31 32 DI } 33 34 35 KEY PLAN E 122 I M : .• •PO • 22 • LEGEND — • o CONCRETE WALKWAY DECK SPAN/ I Li)4'-O" r-1 1 L• 36 FINGER PIER REPLACEMENT TYP ® FINGER PIER REPAIR TYPE I Qi A I A 0 4'-0" ® FINGER PIER REPAIR TYPE II (7 C2 6 PILE FINGER PIER C1 TYP 23• FINGER PIER REPAIR TIMBER MOORING PILE o I s-403 REPLACEMENT, TYP S 402 1 TYPE II, TYP O REPLACEMENT 20' o'-o" 20' 40' • _ _ ## MAIN WALKWAY SLAB SEAL 1/4 % o SCALE: 1 "=20' o 29 0 20'-O" = 580'-O" I 24'-0" I 20'-5" — Sheet ,20)## ## SLIP NUMBERS DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-106 a INDEX: 16 OF 68 1 I 2 I 3 I 4 I 5 iz DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 un E9u :::„�//////4 •* • • TIMBER MOORING PILE A2 1 D . N REPLACEMENT, TYP 58 s-501 I D s • V///////// 16'-7" II 14 ® 20'-0" = 280'-O" J co 59A2 8 PILE FINGER PIER EXISTING TIMBER I .EXIS11NG BULKHEAD i • 23 • S-402 REPLACEMENT, TYP MOORING PILE, TYP 1 60 • s Aft PILE FINGER PIER 0 • V////// EXISTING PILE SLIP LAYOUT, TYP °q N %/////4 • io 61 CAP, TYP TYP •I 0 • 0 _ a, 22 % % % % % o 57 56 55 54 6 53 52 51 50 49 48 '/ 47 46 / 45 1 44 43 II-LI 0) 'n 62 / / / /, I (n CD /, /, /, 1 1 cn KEY MARINA RAWINGS RELATED PIER 7 IR PLAN Il PIER 1, 0 © © 0 © 0 0 0 0 10 11 w ? I '; ' '� : % % 2 A a I H U a 1CV % 2 3 4 5 ��� 6 7 8 9 10 11 12 13 14 15 16 1- 17 18 19 20 C �. ►.� A / / Ci I 4'-0" DINNER DCP D HURRICANE REPA ' 5: 02 PM by TALSTON I C2 TYP• . Cl FINGER PIER REPAIR EXISTING CONCRETE I / FINGER 5-403 TYPE PIER REPAIR II, TYP 5-403 TYPE I, TYP WALKWAY DECK I SPAN, TYP I w 5 023'-O" = 115'-0" 15 ®20'-O" = 300'-O" N 1 w N 0 PIER? 0 ., E 693'-8" a 0 a = P m I " a 11 1-14280 10 ®22'-6• = 22V-0"• 17' 10"� Tx U N EXISTING 3-PILE V I • • • • DOLPHIN, TYP a 5 so a 1 w ll4 Q I w 2018 6. 06 PM lb B EXISTING 8 PILE CONCRETE WALKWAY DECK B g " F 1 EXISTING PILE FINGER PIER, TYP SPAN REPLACEMENT, TYP C1 21 CAP, TYP S-410 O • TYP oM —• O wM = • 42 41 40 39 38 /, 37 cc, 36 35 34 % 33 32 20 31 m 11 , 1", 2CCOC37 SWONUT GROV27th AE,VE. Sl 2 305-230-1924 ffatt & nichol (FL EB 4877) 945008_5-107; Plotted: 10/24/ —I I 12 13 14 15 U16 17 1�1 ........ J ►� j�jjjjj/A < b ♦ "0j � I alo 1 N F 21 �-• 22 ►♦� ' 23 24 25 26 � 27 ~ 28 29 30 KEY PLANE 6 ♦ r 'C M•p to •►♦� O o LEGEND 6. O CONCRETE WALKWAY DECK SPAN/ 4'-0" FINGER PIER REPLACEMENT 1 TYP 4'-O" r////. FINGER PIER REPAIR TYPE I Q A I 8 PILE FINGER PIER ^ TYP A ° A2 7,-1 19 ® FINGER PIER REPAIR TYPE II �i SLIP LAYOUT, TYP • • S-401 8 PILE FINGER PIER 0 ® TIMBER MOORING PILE o - 0 5-402 REPLACEMENT, TYP • REPLACEMENT 20' 0'-0" 20' 40' • �� • j(f)20'-5" ## MAIN WALKWAY SLAB — — `SEAL o SCALE: 1 "=20' I 2 0 22-6 = 45-0 6 0 24'-0" = 144'-0" 20-5 — Sheet m ## 15 ® 20'-0" = 300'-O" ## SLIP NUMBERS DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-107 Q ° INDEX: 17 OF 68 3 1 1 2 I 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 u ��� MATCHLINE THIS SHEET ��Y F� �r 1, O 11 All 1 PIER 4I • • * IILILI 1111F1 O II8. •i' 1 9¢ L } 31 "` O. R. - 1 10 • • �i ;O$ i�i - to 9 8 7/ 6 0 5% 4 3 2 1 'i�i 32 �Lo N 4 • �� $ 1 11 BUILKH Am D 4._p„ s_4203 FINGER PER REPAIR W • o TYP TYPE II, TYP • 33 A -ED 12 9 ® 17.-6" = 157'-6" 1 � \! EXIST NG TIMBER MOORING PILE, TYP 34 co 1 LO — 13 o 1 r///////J—� 35 m • : • 14 FINGER PIER REPAIR TYPE I, TYP PIER 6 o o • • 1 15 II O • • •1 36 • o - DINNER KEY MARINA DCP DRAWINGS URRICANE RELATED PIER 8 REPAIR PLAN 16 1 ❑ * 37 i0 ® //////4 • C CO El38 C 17 h I • ❑ EXISTING EXISTING 6 PILE "' BULKHEAD 39 1718 g •• = FINGER PIER, TYP "//////�{ • Ark 6 PILE FINGER PIER 'C':)`❑ 19 qNili 40 SLIP LAYOUT (SIM) ro I LEGEND g — 20 co 114S Soved 10% CO - 41 ii CONCRETE WALKWAY DECK OM PIER = o r//////A •i0 SPAN/FINGER Q N • • o z 42 I REPLACEMENT o m s s 1 ? _ F77771 FINGER PIER REPAIR TYPE I o = o 0 a 1 21 0 • l } PIER 5 • • ® FINGER PIER REPAIR TYPE II TIMBER MOORING PILE i a o a � N - o } -0 - REPLACEMENT - h v I•- j 22 43 ,• 018 6: 07 PM by AL. o ## MAIN WALKWAY SLAB o 5 o t 1 g Z 4 B B E „F$ • / * .* SLIP NUMBERS �° ' co1 23 'Co 1 I — ## ## sM w M 2937COCONUT GROVSW 27th AE,VE. FLS1 305-230-1924 IIChOI (FL EB 4877) 5-108; Plotted: 10/24/2 45 ' m 6 PILE FINGER PIER I 46 co -t It 11j}I 1rI;C0;I114 .9}— 25 NW REPLACEMENT, TYP I P I 47 �t 26 �I n 1 I PIER 7 eocua % !ff44F er m II AA/• PIE♦l 9 •I�i o e KEY PLAN - .o 1 27 I .• ',� 28 PIER 8 1n \ •: • • Q o A zI mI = 20' 0'-0" 20' 40' A o h 29 / I SEAL ,S • SCALE: 1"=20' I Sheet — _ 30 Reference No. — MATCHLINE _ _ — — THIS SHEET 1 I DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION S_108 Q ° INDEX: 18 OF 68 4 1 1 2 I 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 \ GNO Op 1l,llll - * 111011 111111 Ir �t 0\gI 11 `S 9Q, D D s 0 til 1 I II I fr S c U 1 nm Y r 1 -1. / IIIII u L n I 1 op DINNER KEY MARINA DCP DRAWINGS HURRICANE RELATED PIER 9 REPAIR PLAN >8 5: 05 PM by TALSTON ICLLi)) Z J 2 I C EXISTING BULKHEAD Q C • 28 O 27 • 26 • 25 O 24 • 23 • 22 • 21 • 20 • 19 • 18 • 17 • 16 • 15 • 14 • 13 • 12 • 11 • 10 • 9 • EXISTING TIMBER MOORING PILE, TYP 8 • 7 • 6 • 5 • 4 • 3 • 2— EXISTING 1 DINGY DOCK (NOT IN SCOPE) • i 1 18 0 15'-0" = 270'-0" _ 22'-0" 24'-0" _ 6 0 15'-0" = 90'-0" 14'-0" 14'-0" _ I o 434'-0" IJ �\ 018 6. 07 PM by ALSTON, TRAVIS Saved. 10/24 PIER 9 c 0 o Q N ii o v o a . X n U V Submitted by: 11M BLANKENSHIP MOFFATT & NICHOL B i! Q B a° 3 LI ,i 6 OM : M r r..r.rrrrrrrir q 1", 2CO N 27tH VE. Sl COCONUT GROVE, FL 305-230-1924 ffatt & nichol (FL EB 4877) 945008_S-109; Platted 10/24/2 1` L- " 1} r�rr r 1 MIMI BAT KEY PLAN O E .o A 20' 0'-0" 20' 40' A Q 0 SEAL p SCALE: 1"=20' Sheet m DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-109 ".;,-- ° INDEX: 19 OF 68 1 I 2 I 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 1 2 1 3 I 4 I 5 N1444141\11\ NoOpp'y 10 ® 22'-6" = 225'-0" * ILI11 IIIlF1 6I 1 11 9r; EXISTING 6 PILE r.19'-3" F...19'-0" ' 11. n\R` FINGER PIER, TYP . . • • • • 0 • I .9 • 8 PILE FINGER PIER m ILE D SLIP LAYOUT, TYP, 1 4'-0" -EXISTING 8 PILE FINGER PIER, TYP• " DOL HEXISTINN D s 36 0 TYP 1 • Z. 20 I 0 0• 23 o• I 37 35 34 I 33 31 30 29 28 . 27 �I r 26 •18 25 24 • EXISTING PILE CAP, TYP Lo • • 132 I I- N • 2 o • 38 6 0 0 0 10 11 12 13 1 m 15 ' •1 • oI c- 112 39 2 3 4 5 6 7 8 9 10 11 13 14 15I 16 17 18 19 20 16 21 0 N I O I O I O co • • • EXISTING CONCRETE WALKWAY 4'-0"• I �4311 CONCRETE WALKWAY DECK • m 24'-O" DECK SPAN, TYP TYP I I SPAN REPAIR, TYP II TYP • • • • • • I 40 ` f m UMBER MOORING PILE m 17 • Q Z 0 N EXISTING TIMBER / I 6 PILE FINGER PIER MOORING PILE, TYP ® REPLACEMENT, TYP W SLIP LAYOUT, TYP y 2 z a_ m a o ® 41 2 � > ¢ C rn ID I o_ 13'-11" 18 CO17'-6" = 315'-0" , , 13'-6"I C DINNER KEY I DCP DRAW ALTERNATI' PIER 1 REPAI `21 PM by TALSTON c71 • 0 C3 PILE CAP TYPE B s-602 REPAIR, TYP CONCRETE WALKWAY DECK 42 s0.10 SPAN REPLACEMENT, TYP • I 0• f 43 0 ^ ro • • PIER 1 A 1 esigned by: Date: Rev. DSGN DATE REVNO Drawing Scale: Plot scale: 1:1 (D SHEET).• by ALSTON, TRAVIS Saved: 10/22/2 44 o • Ela" • P 0 45 m o 0) • Y n U ubmitted by: 1M BLANKENSHIP IOFFATT & NICHOL • • B• I ►_ 00 V K •46 — o o n a O -- V sM ,o CO ® ", 2CO ONUSW T GRO2GRVE, AVE. FL STE COC3: 305-230-1924 Hatt a nlchol (FL EB 4877) 945008-5-121; Platted; 10/24/20) 1 — 1 I O 1 EXISTING BULKHEAD ®=WIN I• I BAT LEGEND LEGEND KEY PLAN E rl CONCRETE WALKWAY DECK m SPAN REPLACEMENT WALKWAY III T 4,-, Q DECK DECK SPAN REPAIR PILE CAP TYPE A REPAIR o A A U I5a PILE CAP TYPE B REPAIR o TIMBER PILE REPLACEMENT 0 20' 0'-0" 20' 40' SEALZo- 1 o ## MAIN WALKWAY SLAB SCALE: 1"=20' h _ Sheet m ## --/- ## SLIP NUMBERS DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-121 ° INDEX: 20 OF 68 1 I 2 1 3 I 4 I 5 ` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 ,0Y\c Opel, * ILI11 1111F1 111 ett O\R`S 9Q, D D s 513'-11" i I s 24 ® 18'-O" = 432'-O" 13'-7" EXISTING 3-PILE _ mTIMBER MOORING PILE �502 PILE CAP TYPE B �a3i1 18 DOLPHIN, TYP EXISTING TIMBER ® CONCRETE WALKWAY DECK REPLACEMENT, TYP MOORING PILE, TYP REPAIR, TYP SPAN REPAIR, TYP • 0• 4'-0" I % m 6 PILE FINGER PIER • TYP - - W SLIP LAYOUT, TYP 29 isi -• C • 54 0 53 52 51 50 49 48 - 47 �I aI- 0 46 —• 45 44 0•- 43 42 41 40 39 p 38 - 37 36 -•-•- 35 34 33 32 31 30 ,7 0 C EY MARINi RAWINGS ATIVE BID :PAIR PLAIN Q DINNER K DCP DF PIER 2 R 2:45 PM by TALSTON 1 © ©f O' © D 0 0 , 04111111111���101 m 12 13 14 i 1 2 3 4 5 6 7 0 8 N N 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 15 28 N PILE CAP TYPE A <O i 0 EXISTING BULKHEAD -EXISTING PILE AMo T CAP, TYP REPAIR, TYP I • 16 j o N EXISTING CONCRETE Cl CONCRETE WALKWAY DECK o - 0 WALKWAY DECK S-410 EXISTING 6 PILE H 8 ' 8 ' m • SPAN, TYP SPAN REPLACEMENT, TYP FINGER PIER, TYP 25 ® 18'-0" = 450'-0" 16'-10" .8 14'-5:1 o o a C.1 I g g a 018 6. 08 PM by ALSTON, TRAVIS So, i PIER 2 X <, U Submitted by: 11M BLANKENSHIP MOFFATT & NICHOL B EnEn 5 o B t 2 -2 sM wM it. i 1: J i il 1", 2937COCONUT GROVSW 27tH AE,VE. FLSl 305-230-1924 ffatt & nichol (FL EB 4877) 945008_S-122, Platted 10/24/2 MUM Mr LEGEND KEY PLAN E .. CONCRETE WALKWAY DECK m 1 SPAN REPLACEMENT WALKWAY III U QI DECK SPAN REPAIR DECK 1/1 PILE CAP TYPE A REPAIR o A A U I5a PILE CAP TYPE B REPAIR o TIMBER PILE REPLACEMENT O 20' 0'-0" 20' 40' SEAL l ## MAIN WALKWAY SLAB SCALE: 1"=20' — Sheet m ## -i-- ## SLIP NUMBERS DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-122 ° INDEX: 21 OF 68 1 I 2 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 1 3 1 4 I 5 V• IL; ....,,,,N �01 OFF shy F 192i4//i ° 17'-7" 26 ® 18'-0" = 468'-0" D ❑ D ° ° 0 ° EXISTING TIMBER MOORING PILE, TYP • 4-O" • • ♦• EXISTING 6 PILE FINGER PIER, TYP • • • .I a ❑ EXISTING BULKHEAD TYP SLIP LAYOUT, TYP CAP, TYP — 3 0 82 81 80 79 78 77 76 N 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 • 8 N LJ 71 I ©� © 11 k YYii IAI la0 ' 0 ' 0 A cmoilleiw10 All 11 12 13 VE BID IR PLAN ❑ ° 1 2 3 4 5 6 o 7 isi N TYP co 9 10 11 12 • 13 14 15 16 17 18 19 20 21 22 23 24 25 M 2 Q C C3 4'-O"• EXISTING CONCRETEWALKWAYWALKWAY PILE CAP TYPE B C3 0 DINNER KEY DCP DRAV ALTERNATI PIER 3 REPA 18 3:33 PM by TALSTON 0 • S 502 PILE CAP TYPE A - TYP DECK SPAN, TYP REPAIR, TYP • • • • . • • • . REPAIR, TYP S-602 • . • . • Cl CONCRETE WALKWAY DECK C3 CONCRETE WALKWAY DECK REPAIR, TYP 0 0 � 0 ° 15'-10"-- 26 ® 18'-0" = 468'-0" S-410 SPAN S-411 SPAN REPLACEMENT, TYP Qro ❑ PIER 3 Rey. DATE REVNO :N Project No. 9450-08 ,N i N O 797'-5" EXISTING 3-PILE o ro DOLPHIN, TYP 8 $ g 0 26 ®18'-0" 24 ®22'-6" = 280'-O" 18'-7" = 468'-0" � a 5 a B I • 8 PILE FINGER PIER EXISTING PILE CAP, TYP 1 E ! o ,,3F: ft P2 _ ", 2937 SW 27th AVE. STE 101A COCONUT GROVE, FL 33133 305-230-1924 moffatt 81 nichol (FL EB 4877) SLIP LAYOUT, TYP 4'-O" S 4ot —EXISTING 8 PILE • FINGER PIER, TYP 27 •rn O • • TYP ro —•—•—• na \945008_S-123; Plotted' 10/24/26 4'-0„ —• — 26 • 42 ME TYP :::: -::.. I �I of a- • 25 1, w 57 56 1cl 9,55 I- 54 53 52 M 51 50 49 48 47 46 45 44 43 24 1`1 `- :;IilYffFf+H++«i .... i1 f1 Q1 14 U P 15I 16 OOP 17 18 �" 19 20 21 �! 2 • r.,rrl7lr[ aur�er err 26 27 N F 28 29 30 31 `ol a 32 33 34 35 36 37 38 39 40 • 41 LEGEND KEY PLAN ..• �I I N 0� N `_ m CONCRETE WALKWAY DECK / • 0 _ _ 0 O 22 • I SPAN REPLACEMENT — • CONCRETE WALKWAY Q I - TYP 4'-0" TIMBER MOORING PILE m DECK SPAN REPAIR TYP REPLACEMENT, TYP , • JI PILE CAP TYPE A REPAIR / A A ZS ® PILE CAP TYPE B REPAIR of • • 23• 0 TIMBER PILE REPLACEMENT 20' 0'-0" 20' 40' 26 ®18' O" 11 ®21'-6" = 236'-6" 21'-6" 16'-7" 1 SEAL O o ## MAIN WALKWAY SLAB SCALE: 1"=20' = 468' O" — Sheet h ## ## SLIP NUMBERS DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-123 INDEX: 22 OF 68 4) 1 I 2 3 I 4 I 5 ` `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 O 32 0 17'-6" = 560'-0" GNO Opel , + NLIII unl1 " EXISTING CONCRETE 3 CAP B I I 4,ua T; iC O 6 S9 O EXISTING TIMBER 502 PILE TYPE EXISTING PILE MOORING PILE, TYP REPAIR, TYP ��2 PILE CAP TYPE A CAP, TYP SPANWTYPDECK REPAIR, TYP D 4'-0" OEXISTING I D BULKHEAD TYP • —•—•—•— —•— — —• — — — /// O , 84 83 82 0 81 80 ��"� ©�� 79 78 0 77 76 � 75 0 74 :EilAWCI 73 72 71 70 69 68 10 67 66 101110.11.41111111 65 64 63 12 62 11011013 • 61 60 AN — 59 oI co N 14 • I 1 z % s ,��m��©4� U H Q 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 I N 22 23 24 25 26 27 ER KEY MARINA P DRAWINGS ERNATIVE BID 4 REPAIR PLAN • • . EXISTING 6 PILE . Cl CONCRETE WALKWAY DECK TYP. C3 CONCRETE WALKWAY DECK 24'-0" FINGER PIER, TYP S-410 SPAN REPLACEMENT, TYP 31 ® 17'-6" = 445'-6" S_411 SPAN REPAIR, TYP C 777'-10" C PIER 4 1 ZU Z I-� _1 .4 W a 183.'33 PM by 7ALSR 0 — 32 ® 17'-6" = 560'-0" 6 ®20'-0" = 120' 0" 21'-6" 19'-9" 16'-4" EXISTING 3-PILE r _ w N N F DOLPHIN, TYP o 0 I 6 PILE FINGER PIER m SLIP LAYOUT, TYP 1 _ - N i, TIMBER MOORING PILE m" o m 2 E e a 63 I REPLACEMENT, TYP • Mil • 4'-0" • 4'-0" O 1 4'-0" TYP I I TYP 23 • x i a TYP I I — I 0 ••_ • 0 w� • �• o B 58 57 56 55 0 54 53 52 o 51 I- 50 49 48 47 46 45 Nit 4y� • 3§ B o aL 2 0 3�4� 'i W N I N N aM o Z 14 '�' - 15 16 ' 17 1 18 �r� 19 I� 20 1) Z 21 M • 43 on wM ro o MATCHLI ao _ _M — ll`` ,) SW 27th AVE. Si )NUT GROVE, FL 305-230-1924 (FL EB 4877) `ted: 10/24/2 oI30 31 32 33 034 35 36 37 38 39 040 41' L29 V • 0 mo I _• _ — TYP 4-0 1 _. i,a\945OO8_5-124 TYP I 4._0,. TYP«!'`!f1� • 22 ;..... - c Mr IMUM ® LEGEND KEY PLAN...I i E 6 ® 20'-0" = 97-0" 6 ® 20'-0" = 120'-0" 21'-6" 19'-9" 16'-3'� I CONCRETE WALKWAY DECK m I 777'-10" SPAN REPLACEMENT CONCRETE WALKWAY T III Qi DECK SPAN REPAIR I 1 PILE CAP TYPE A REPAIR o A A U I5a PILE CAP TYPE B REPAIR o TIMBER PILE REPLACEMENT O 20' 0'-0" 20' 40' SEAL .3l .3 ## MAIN WALKWAY SLAB SCALE: 1"=20' — Sheet m ## -i-- ## SLIP NUMBERS DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-124 ° INDEX: 23 OF 68 1 I 2 I 3 I 4 I 5 DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 , sG1O`oF�J ; F 941'-5" 11 1 1 * III:;i:;" co EXISTING 8 PILE 84/[FINGER PIER, TYP 1 D >D I D s II 85 6 ® 18'-0" = 108'-0" 30 0 21'-6" = 645'-0" o • • • 20'-0" 31 114'-5" EXISTING TIMBER ,o I ® TYP MOORING PILE, TYP • • 86 • m C3 s I 4-O" 1 PILE FINGER PIER PILE CAP TYPE A EXISTING 8 PILE 4'-0" TYP �6 5-562 SLIP LAYOUT, TYP REPAIR, TYP 1 io 87 FINGER PIER, TYP TYP • • —�• • — • — , _ — 1- LJ CI •83 82 81 80 79 78 77 N 76 o 75 N 0_ 74 73 72 71 70 69 68 67 66 65 w MI -a CVs,x 10 •_ • a e •88 ,' + El© 01121 la/ 0 0'; 10 11 '� 12 13 A 14 15 A 16 w TYP 4 I MARINA WINGS BULKHEAD •- • • '6 7 O 8 iv CVi0 10 11 12 }d 13 F 14 15 16 17 18 19 20 21 22 23 24 1 = Q g/EXISTING m a • • N M Ill CC C ^ c wa ca co 2 J 4'-0" — —•—•—•—•— • DINNER KI DCP DR ALTERN, PIER 5 RE • I TYP 4'-0" C1 1 z io 3 • • TYP S-ato CONCRETE WALKWAY DECK SPAN REPLACEMENT, TYP 2 Q 2C-0" •• • TYP >- II I 28'-0" • a II io _ r TYP4 14'-7" 6 0 20'-0" = 108'-0" 30 0 21'-6" = 645'-0" 1 I "i • •1 �• w 0 5 LEGEND to CONCRETE WALKWAY DECK a = N 11 o • • PIER 5 SPAN REPLACEMENT 4 m e • • • CI CONCRETE WALKWAY c a v " E. f 1, TRAVIS. Saved: DECK SPAN REPAIR m e. )fj PILE CAP TYPE A REPAIR o I g g a PILE CAP TYPE B REPAIR 941'-5" a � a 1 O TIMBER PILE REPLACEMENT V $ o I 30 0 21'-6" = 645'-0" 19'-3" EXISTING 3-PILE ## MAIN WALKWAY SLAB ,§ � .1`w as Z 5_ cn Q B 1 DOLPHIN, TYP o o L 1 g E 'n F SLIP NUMBERS o • I ## I I ## EXISTING CONCRETE EXISTING PILE C3 • • SAL cM -, co CAP, TYP PILE CAP TYPE B _, M TO0" SPAN, Y REPAIR, TYP 29 a N o 46 •45 11 ,..._ 293727th COCONUT GIW 305-2: Hatt a nloh0! (FL EE 945008_5-125; Platted 16 63 62 61 60 59 58 57 56 55 iI N F 54 53 52 51 50 49 48 47 a 1`1 1i — LINE TH III 17 \ 18 A 19 I 20 I 21 22 ' 23 24 25 26 ' 27 • I • / asala BAT r Q 26 27 28 29 30 31 32 0 33 34 35 36 37 38 39 40 41 42 KEY PLAN t E o 125 N 43 ►— 44 ' ii 1 - • — • —• — • 0•- • 0 I C3 CONCRETE WALKWAY DECK - • -•• Aft 28 \0500_CAD\_Ac A I S-411 SPAN REPAIR, TYP ••• • • • • • TYP •TIMBERMOORINGPRI REPLACEMENT, TYP • • • A I • • • 20' O._0,. 20' 40' 8, SEAL 0 30 0 21'-6" = 645'-0" 19'-3" I SCALE: 1"=20' 1 I Sheet m DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-125 Q ° INDEX: 24 OF 68 1 1 2 I 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 * ::::111 826'-11" • • 28'-0" D i TYP 72ZN D s • �• • 0 16'-7" 30 0 21'-6" = 645'-0" II 'co o 73 a 27 EXISTING 6 PILE An EXISTING TIMBER FINGER PIER, TYP 6 PILE FINGER PIER MOORING PILE, TYP O 0 ^ • • '—O" 20TYP 1 ® SLIP LAYOUT, TYP 1 I �C • I� • . s M 74 C3 PILE CAP TYPE A S-502 O • REPAIR, TYP I- 75 TYP I w _ io 26 71 -•- -• -• - = • • 70 69 68 67 66 65 64 63 62 61 01 60 59 58 57 56 55 76 • -.1- Q- FO W •'' I Z ., 0 • El 0• © 0 �, D D i 10 11 ^I \� YYY 12 X13 F I - -.MI© • ► Q KEY MARINA DRAWINGS NATIVE BID REPAIR PLAN o I - Q 1 • 4 5 6 7 8 9 10 11 12 13 o 14 a N 15 16 17 18 19 20 I I C 0 0 • • • _ • — I C m 2 • • • •- - •- C3 4-P DINNER DCP ALTER PIER 6 PM by TALSTON 1 CONCRETE WALKWAY DECK TYP EXISTING BULKHEAD 3 S-411 SPAN REPAIR, TYP I ,,i ,oEXISTING 8 PILE o FINGER PIER, TYP 16'-6" 29 0 20'-0" = 580'-0" o Drawing Scale: Plot scale: 1:1 (D SHEET), 7N, TRAVIS' Saved: 10/22/2 �� I PIER 6 v • • oil a a o 826'-11" EXISTING PILE a 6 a1 30 0 21'-6" = 645'-0" 16'-6" CAP, TYP 3-PILE o o o a a 2. w�V) E " E o Q -0 B F� DOLPHIN, B � I O 06 9302 m 25 •► •�il� 1n�m -, N a S PILE CAP TYPE B 4,0„ TIMBER MOORING PILE I a�M a N [ESTGC0NCRETE WALKWAY DECK SPAN, TYP REPAIR, TYP TYP ® REPLACEMENT, TYP _ _ _ ' 11 ;:";....__ h w �o ii - IW .Li I I 54 — 53 52 —on 51 50 _ 49 48 - 47 46 _ 45 µl N O 44 43 42 41 40 38 39 • 24 37 co SrS : ',;,;IIII! I:I:!!7 1111 �- +±II _:: is :: �j ' ' ................"' i 1"4 2937 SW COCONL 3 ffatt & nichol 945008_S-126; Platte( =I yy.EERY 14 1` 15 1[ 16 A 17 I 18 19 20 X 21 1 J• j • • LEGEND KEY PLAN E .o _ o CONCRETE WALKWAY DECK m H I 21 22 N 23 24 25 26 27 28 29 30 31 • 32 ? • r7 33 ~ 34 35 • 22 •jIII SPAN REPLACEMENT CONCRETE • I • - • - - o DECK SPANREPAIRQi I 4'-O" PILE CAP TYPE A REPAIR o A Cl L• 36Lo A TYP CONCRETE WALKWAY DECK S-410 SPAN REPLACEMENT, TYP I5a PILE CAP TYPE B REPAIR o I _ 4'-0" O TIMBER PILE REPLACEMENT 20' o'-o" 20' 40' TYP 23 — — SEAL ,S EXISTING 8 PILE ## MAIN WALKWAY SLAB SCALE: 1"=20' I FINGER PIER, TYP Sheet m I— I 29 0 20'-0" = 580'-0" 24'-0" 20'-5" ## ## SLIP NUMBERS DCP DRAWINGS 24 OCTOBER 2018 Reference No. S-126 r NOT TO BE USED FOR CONSTRUCTION ° INDEX: 25 OF 68 1 I 2 I 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 NOOpp'y •II:',j * ILI11 IIIIFI II 11 693'-8" J\c •• 1 N ` EXISTING 8 PILE FINGER PIER, TYP I D 58 • •I J 16'-7" $ I • 14 ®20'-0" = 280'-0" 1� I -iDo 59 23 • • EXISTING TIMBER m TIMBER MOORING PILE I EXISTING BULKHEAD i. ® • MOORING PILE, TYP ®' REPLACEMENT, TYP • 0 I I Iq 60 — • in PILE FINGER PIER I $ NZill SLIP LAYOUT, TYP xi �� 61 TYP I` I° -r 22 — — •— — • — — — — ' 57 56 55 54 53 52 51 50 49 48 47 46 45 pl r 44 43 w N rn I r' 62 / in Y MARINA WINGS I 1 PIER A 0 © © ` 0 © K 0 0 ' IeO.'' 10'' 11 r w 11 LJ Z_ Z J = Z oI 0 QI 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 NI— 17 18 19 20IH ¢ ma_ wi M • — =a C \• — — • — — — EXISTING 6 PILE 4'-0" I� C DINNER KE DCP DRA ALTERNAI PIER 7 REP, 33 PM by TALSTON C� CONCRETE DECK FINGER PIER, TYP TYP I C3 PILE CAP TYPE A WALKWAY EXISTING PILE 3-410 CAP, TYP SPAN REPLACEMENT, TYP O . I / REPAIR, TYP • S-502 • EXISTING CONCRETE WALKWAY DECK I SPAN, TYP I 5 0 23'-0" = 115'-0" 15 0 2C-0" = 300'-0" ro — I I i N N PIER 7 4 o 693'-8" o o N a z 8 v, k a o I o o a 6i r 14 0, 20' 0" = 280' 0" 10 ® 22'-6" = 225'-0" 17.-10" TL ` ' af, I • . • . • • • • • • • EXISTING 3—PILE DOLPHIN, TYP N .2 _ z ' Z.* S 4 " Q B EXISTING 8 PILE B 2 2 F$ C3 CONCRETE WALKWAY DECK FINGER PIER, TYP S-411 SPAN REPAIR, TYP a'-O" 21 cis I T TYP o M _M � n 2937COCONUT GROVSW 27th AE,VE. STE FL 3; 305-230-1924 II IChoI (FL EB 4877) 5-127; Platted: 10/24/20, LIJLLII- = I . I 42 — 41 40 . 39 38 . 37 36 p 35 cA20 d • 34 33 32 . . ro 31 i 11 J IL 12 13 AN14 15 ' 16 17 1}I Z _'0 / ' TriTiffiTi.� � v 1 p 1: N I 21 22 23 24 25 26 o r 27 28 29 30 o LEGEND KEY PLAN E �.o M~ 18 I CONCRETE WALKWAY DECK m 1 • • • Lo SPAN REPLACEMENT CONCRETE WALKWAY 4'-0" —•— /� TYP 4'-0" DECK SPAN REPAIR QI TYP PILE CAP TYPE A REPAIR o A 8 PILE FINGER PIER A2 19 _ A Q SLIP LAYOUT, TYP S-401 I I' PILE CAP TYPE B REPAIR o . TIMBER PILE REPLACEMENT 20' o'-o" 20' 40' O • • �.0. SEAL p C3 PILE CAP TYPE B ## MAIN WALKWAY SLAB SCALE: 1"=20' o 2 ®22'-6" = 45'-0" 6 0 24'-0" = 144'-0" 20'-5" S 502 REPAIR, TYP _ Sheet m ## 15 ® 20'-0" = 300'-0" ## SLIP NUMBERS DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-127 0 INDEX: 26 OF 68 1 1 2 I 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 MATCHLINE THIS SHEET NO ! l. �` n i0 31 O...R... i O 10 . - 0 I 9 8 0� 7 6 5 4 3 2 1 32 zo a • I I D• • — ' O D S EXISTING — — — 11 BULKHEAD m 0 O TYP - I •33 ' -=B 12 O 9 ® 17.-6" = 157.-6" • 1 • . EXIST NG TIMBER MOORING PILE, TYP 34 'o `O s 13 • • • o 1 35 • C 6 • 14 PIER 6 o I o • . I 15 IIlo 36 0 . DINNER KEY MARINA DCP DRAWINGS ALTERNATIVE BID PIER 8 REPAIR PLAN 16 I `lo 37 i0 C / CO E 36 C 17 / EXISTING / 18 EXISTING 6 PILE "' / /• T BULKHEAD 39 h a a FINGER PIER, TYP I • a '� - - 6 PILE FINGER PIER O -g 1s co q 40 1 ® SLIP LAYOUT (SIM) co i� La0 LEGEND r o \ — _ I 0, J I _1 20 0 o ii CONCRETE WALKWAY DECK V/S Saved 10% — co 41 II SPAN REPLACEMENT WALKWAY 4 20 o Z - v • CONCRETE III 8 • 10 I DECK SPAN REPAIR a a v. C.o a " ` 1 le42 i, L� PILE CAP TYPE A REPAIR g 0 li 21 ❑ a • • d Oh• • • ® )S� PILE CAP TYPE B REPAIR Submitted by: 11M BLANKENSHIP MOFFATT & NICHOL 018 6:12 PM by ALSTON, TRA 11 �I I PIER 5 " co O TIMBER PILE REPLACEMENT Q 0 0 0 3 i 22 0 A p 43 ## MAIN WALKWAY SLAB -2 • a 5 t B /n I 44 B� E❑ . ♦ ♦ ## ## SLIP NUMBERS / _ • • 23 i0 ^ Of w M C1P° • 2937COCONUT GROVSW 27th AE,VE. FLS1 305-230-1924 11ChoI (FL EB 4877) S-128. Plotted: 10/24/2 I I 45 24 I 46 co 11 -rIiIll 11.3.i Qt u 26 co 1 , PIER 7 1 11i malls tif444yl BAY _ «s g .1;0 • • II PIER 9 0 E 0 KEY PLAN 27 m 28 PIER 8 I - . o A • 0 zI Lu mI U 20' 0'-0" 20' 40' A o o 29 \ A,Z 2 TIMBER MOORING PILE SEAL S Q / ` = I REPLACEMENT, TYP SCALE: 1"=20' Sheet - - - MATCHLINE - 30- - - THIS SHEET - - 1 I DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S_128 Q ° INDEX: 27 OF 68 1 I 2 I 3 I 4 I 5 DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 1 3 I 4 I 5 I:;;I' GNO Op 'llyll * 1111 D D s tow 1 / LA ' I I _ 1 LI ❑ a ❑ ❑ 0 ❑ ❑ ❑°OP MATCHLINE S-12 DINNER KEY MARINA DCP DRAWINGS ALTERNATIVE BID PIER 9 REPAIR PLAN C EXISTING BULKHEAD C m TIMBER MOORING PILE \ � MilREPLACEMENT, TYPEXISTINGTIMBER 28 O 27 • 26 • 25 O 24 • 23 • 22 • 21 • 20 • 19 • 18 • 17 • 16 • 15 • 14 • 13 • 12 • 11 • 10 • 9 • ILE, TYP MOORING PILE, 8 • 7 • 6 • 5 • 4 • 3 • 2 EXISTING 1 DINGY DOCK (NOT IN SCOPE) • 1 1 0 h ,7.• o R o 18 @ 15'-0" = 270'-0" _ 22'-0" 24'-0" _ 6 ©15'-0" = 90'-0" 14'-0" 14'-0" I h % I o 434'-0" r 018 6. 12 PM by ALSTON, TRAV15. Saved: 10/24, PIER 9 ., 0 o N I o v o a . Y n U Submitted by: 11M BLANKENSHIP MOFFATT & NICHOL B I Q B 2 3 Lt K ''OP, M : M 11( \ r � r..r.rrrrrrrir lI V --- J 1", 2937COCONUT GROVSW 27tH AE,VE. FLSl 305-230-1924 ffatt & nichol (FL EB 4877) 945008_S-129; Platted 10/24/2 • MIMI BAT KEY PLAN O E .o LEGEND A 0 TIMBER PILE REPLACEMENT 20' 0'-0" 20' 40' A Qi o 0 r SEAL SCALE: 1"=20' Sheet m DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-129 ".;,-- a INDEX: 28 OF 68 X 1 I 2 1 3 1 4 1 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 NOOpp, 4'—O" A 4'-0" NOTES ' "`°" """ SLIP DIMENSIONS II 2'-0" 2'-0" 2'-0" 2'-0" NUMBER OF 1. MATCH TOP OF MAIN WALKWAY ELEVATION. ON �L O R 19�' SLIP SIZE A B C PIERS 8 AND 9, MATCH TOP OF BULKHEAD CAP ' PILES PER ELEVATION. <�---- (ft) (ft) (ft) (ft) FINGER PIER Aft 30 31 20 1 DMOORING ® i D PILE (TYP) 35 32 22 16 U 40 36 24 19 6 FINGER PIER A4 PILE (TYP) 45 39 26 22 S 501 TIMBER PILE 50 41 28 25 55 43 34 24 8 /—TIMBER STRINGER DECKING 60 44 34 29 TIMBER PILE CAP C m m , DINNER KEY MARINA DCP DRAWINGS FINGER PIER SLIP LAYOUT l � t8 5: 18 PM by TALSTON THRU-BOLT CLEATS LOCATED ON CONCRETE ® 4 2'-0" o 2.-0" N ' „,,—RAMP 1 (1:12 WALKWAY (TYP) (TYP) POWER PEDESTAL I (TYP) SLOPE) C m CLEAT (TYP) DOCK BOX, COORDINATE LOCATION WITH OWNER C NSF C2 TYPICAL DOUBLE SLIP LAYOUT (6 PILE) S-101 SCALE: 1/8" = 1"-0" o v A 4'-0" z o o -6Wa o 01 08_S-401; Platted 10/24/2018 6. 12 PM by ALSTON, TRAVIS 2'-0" 2'-0"An Submitted by: 11M BLANKENSHIP MOFFAT' & NICHOL MOORING 1 B WV PILE (TYP) , PE' FINGER PIER A4 PILE (TYP) 7 U I„ 2937 SW 27th AVE. STE 101A COCONUT GROVE, FL 33133 305-230-1924 I & nichol (FL EB 4877) S-501 \ /-TIMBER PILE � /—TIMBER STRINGER DECKING r ( ) TIMBER PILE CAP m , THRU-BOLT CLEATS LOCATED ON CONCRETE ® 2'-0" o 2'-0" N I1 „,,—RAMP _ E o WALKWAY (TYP) - I (TYP) POWER I (TYP) SLOPE) 1 PEDESTAL , i u i Q A CLEAT (TYP) 8'-0" 0'-O" '-0" .-0" m DOCK BOX, COORDINATE 816 LOCATION WITH OWNER A 0 (i 0 ® SEAL o SCALE: 1 /8"=1' O" 1h Sheet A2 TYPICAL DOUBLE SLIP LAYOUT (8 PILE) DCP DRAWINGS Reference No. Q S-101 SCALE: 1/8" = 1'-0" 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION S-401 ° INDEX: 29 OF 68 1 1 2 1 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 B GNO f 4'-0" CL PILE 8 PILE C PILE PILE CAP, TYP I NOTES ,L,,, ,,,,,, 12'-0" J ,. u �' 1 -0" TOP OF PILE ELEV n, l 1. PMATCH TOP OF MAIN WALKWAY ELEVATION. ON 9, MATCH TOP OF BULKHEAD CAP...,„„..,-' R 19 PILE CAP, TYP ELEVAT80NNDO ALUMINUM -� I g' 1/2" OPEN JOINT CHANNEL, D o DECKING II TYP D $ TOP OF DECK EL +3.3't 12 FRP BAR GRATING SEE NOTE 1 '" _ _.._.._.._.._.._ 11 CONNECTION - - EL +2 HARDWARE A _........................... TOP OF DECK THRU-BOLT, TYP T, 1 EL VARIES 1 BENT CAP EACH ' TIMBER '' $ SIDE OF PILE (TYP) STRINGER o (TYP) g' I I I p EL 0.0' piv ALUMINUM CHANNEL THRU-BOLTS, TYP ` , ALUMINUM ANGLE -X-BRACING EACH SIDE ' N BRACING, TYP DINNER KEY MARINA DCP DRAWINGS FINGER PIER REPLACEMENT ELEVATIONS AND SECTIONS l � 185:17 PM by TALSTON DREDGE EL VARIES "� "'.. LONGITUDINAL X-BRACING ON EACH SIDE OF DOCK, MIN ONE BAY PER FINGER DOCK TIMBER PILE / �� 14" 0 MIN. PRESTRESSED CONC. PILES C //�\\, ,\\\-` ' • z\\ A \ r\\/\\,\\ \i\\\/\\\/\%/\\/\\\i\\\i,\\/, '\\\ \"�\\�, �\\\A l/\% x/v/\\/, /, /\\\" i\\\�\\\i\\\i\\\v.i\\\i\\\i\\\A / �i\\\/,, /,, /\\/2\\ EL VARIES C 1 L..<21 f"1 1 1 L_J kr rt=1 Hi _J 1 ri-J r-1' 1 Hi ri-J r-t=,, 1 1 1 ' \>V�j\jAAjti 1 1 PILE TIP ELEV rVvjAvjAvjAvji I y ii� AAjAAjA� AjAAjAA`. L___J L J PILE TIP ELEV Cl ELEVATION - FINGER PIER REPLACEMENT (6 PILE) S-401 SCALE: 3/8" = r-o" C4 ALTERNATIVE FINGER PIER REPLACEMENT SECTION o S-402 SCALE: 3/8" = 1'-0" o u N B :. ., CPILE C PILE C PILE 1 CPILE 1 PILE 4'-0" TYP. CPILE Designed by: Date: DSGN DATE Own by: Ckd by: M&N Project DRFT CHKR 9450-01 8 8 918 6: 12 PM by ALSTON, TRAVIS Saved: 12'-0" 1'-O" g g a PILE CAP, TYP TOP OF PILE EL a Submitted by: 11M BLANKENSHIP MOFFATT' & NICHOL TIMBER DECKING 1/2" OPEN JOINT r+r r g B 2x6 COMPOSITE DECKING TOP OF DECK EL +3.3± 12 TOP OF DECK EL VARIES SEE NOTE 1 � 11 STRINGER, TYP 1 1 EL +2.2'± ��1 TWISTED PLATE 1 1 THRU-BOLT. TYP MI_IM TIE -DOWN (TYP) ,", 2937 SW 27th AVE. COCONUT GROVE, F 305-230-19: moffatt & nichol (FL EB 4R7 dno \ 945008_S-402; Plotted 10/24, _ __ BENT CAP EACH SIDE OF PILE (TYP) TIMBER STRINGER I � _- THRU-BOLT, TYP , r ` m BENT CAP EACH SIDE OF PILE _° --_ (TYP) -- ° a==a ° X-BRACING V_ =,, . 4 LONGITUDINAL X-BRACING ON EACH ° - —4 V EL 0.0' _� X-BRACING 0 -^10=. --1=> TIMBER PILE, TYP DREDGE EL VARIES "o ....o "'o SIDE OF DOCK, MIN ONE BAY PER FINGER DOCK - ".o TIMBER PILE EL VARIES Q A ��/\7 \7 \7 \\/\//\x/ /\,/\ \I \ �,\\, \ ti 1 k=a._J l.sal ��/\x/��/��/v \x/v \x/\y//,�/\x/��/v k\\/x/�//,/,\a\\,\\\,\.\\ \.\,\/\\,\/� k=a._J /\x/v \x/\x\\x\\�//��/\x// /%i v,,/,,,,/,.// /\•,\�\\\,\\/, /,ti k=a._J /` /` /` /` /`�/` /` /` \\/\\ \ /\\4\�/��i�, ,/ k=a._J %\ / /`�/\�/, • `>�y\y' '\' %//,� ,/,,/ i\/\r� k= _J � ✓\y\y\\�\y i�/\\� k= _J � /y/\//\/ip\ /\/\ A o 21 o f"1 r-� r �- f f f - SEAL p SCALE: 3/8"=1'-0" L-J L_ L_ 1 1 PILE TIP ELEV L PILE TIP ELEV h _J _J t -' Sheet m Al ELEVATION - FINGER PIER REPLACEMENT (8 PILE) A4 SECTION - FINGER PIER REPLACEMENT DCP DRAWINGS 24 OCTOBER 2018 Reference No. S-402 Q S-401 SCALE: 3/8" = 1'-0" S-401 SCALE: 3/8" = 1'-0" NOT TO BE USED FOR CONSTRUCTION p INDEX: 30 OF 68 1 2 3 4 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 PILE PILE PILE PILE NO * ILI11 IIIlF1 � 0 R S 9 i i 3 D EXISTING DECK RREPLILE ACE D s TO REMAIN, TYP 11116... . il 11WrA2E� REPLACE REPLACE DECK PILE CAPS REPLACE h` 01 REPLACE EXISTING STRINGERS STRINGERS TO 1 ; ���I.��� I� il STRINGERS 1 i>Iiisi REMAIN, TYP 11q-I!!I lir, EXISTING TIMBER PILE TWISTED PLATE TIE -DOWN, TYP REPLACE X BRACING -0N TO REMAIN REPLACE X BRACING �NI, 'VFW - Pr Ai, - C ;Pi THRU-BOLT, TYP \;` THRU-BOLT, TYP EL VARIES II EXISTING TIMBER PILE TO REMAIN EL VARIES C DINNER KEY MARINA DCP DRAWINGS FINGER PIER REPAIR SECTIONS 8 PM by TALSTON I i I! I PILE TIP EL TBD N PILE TIP EL TBD T � 3 0 C1 SECTION — FINGER PIER REPAIR TYPE 1 C2 SECTION — FINGER PIER REPAIR TYPE 2 Drawing Scale: Plot scale: 1:1 (D SHEET).• dno \9450O8_S-403; Plotted: 10/24/2018 6: 13 PM by ALSTON, TRAVIS Saved: 10/244 S-102 SCALE: 3/8" = 1'-0" S-102 SCALE: 3/8" = 1'-0" Submitted by: 11M BLANKENSHIP MOFFAT' & NICHOL B 1 g rc e ,", 2937 SW 27th AVE. STE 101A COCONUT GROVE, FL 33133 305-230-1924 moffatt & nichol (FL EB 4877) A A -I U Q 0 0 h ZE SEAL 1 SCALE: 3/8"=1'-0" 0 Sheet h m DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-403 Q ° INDEX: 31 OF 68 1 1 2 I 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 q CAP k 40'-0" q CAP Y11 Op� la * ILILI 1111F1 �t R 1.9 ' SS UNISTRUT UTILITY CHASE GRATING UTILITY SUPPORT r CLOSURE POUR, TYP D % r D 1 j I s 0 o SUPPORT SPACING % AS REQ'D VARIES — j j j z 0 co J DINNER KEY MARINA DCP DRAWINGS 1ETE WALKWAY DECK REPLACEMENT TALSTON c Cl PLAN — CONCRETE WALKWAY m C S-410 SCALE: 3/8" = 1'-0" NW i0LL I I Z o H ct i0 = N N —A.— 3'-0" ''�14" SQ. PILE, TYP —A.— 3'-0" EXISTING PILE CAP, TYP c ,E o e 8 e61 Drawing Scale: Plot scale: 1:1 (D 5 0 jri B1 ELEVATION — TYPICAL DOCK x . Submitted by: 11M BLANKENSHIP MOFFAT' & NICHOL : 13 PA by ALSTON, TRA M S-410 SCALE: 3/8" = 1'-0" 1, B o Bo t $ ' 8 % rc Le 12'-0" 12'-0" 2'-6" 7'-0" 2'-6" 2'-6" 7'-0" 2'-6" 2937 SW 27th AVE. STE 101E COCONUT GROVE, FL 33133 305-230-1924 OI (FL EB 4877) 0; Plotted: 10/24/2018 6 MATCH EXISTING FOR CONTINUOUS �� UTILITY CHASE PEDESTAL GRATING, 2" �f \/ CLEAT MATCH EXISTING FOR CONTINUOUS ELEVATION ��,— UTILITY CHASE PEDESTAL REPLACE GRATING, 2" �f CLEAT [REPLACE PVC SLEEVE iv TYP J \ PVC SLEEVETYP TYP iv TYP / \ rIFOR ULIES / I I III II II II II II II II II II II II II II II II II II II II II II II IIIIII II IIII II III IIJU .I III II II II II II IIII II IIIIII II II II II II II II II III II II II II II IIIIII II nil 111 IIJU . 1/11 moffatt & nlch v I IN °<° ,1 ° ° a•�—l—` e I ° SS UNISTRUT [UTlLlTY SUPPORT e I I I �° I 1 _/ — 6 a f PRECAST BEAMRE� a A., .1 I e�� a I ° —` _ SS UNISTRUT [UTILITY SUPPORT a 1 I `° 1 I -----� 5o — , CIP BEAM PRESTRESSED �i 0 h a BEAM m °° 4 . BEARING PAD BEARING PILE CAP (BEYOND) EXISTING 7—PILE CAP PILE CAP (BEYOND) PAD EXTING f PILEISCAP • 1 U ' o A `� 14" SQ. PILE, TYP _ SCALE: 3/8"=1'-0" `� 14" SQ. PILE, TYP A -08\0500_CA SEAL 3/4"=1' 0" h _A,_ _A.,__ �— ___A.,_SCALE: Sheet m Al SECTION — CONCRETE WALKWAY A3 SECTION — ALTERNATE CONCRETE WALKWAY DCP NG WI DRAWINGS S Reference No. S-410 SCALE: 3/4" = 1'-0" S-410 SCALE: 3/4" = 1'-0" 24 OCTOBER NOT TO BE USED FOR CONSTRUCTION S-410 O INDEX: 32 OF 68 1 1 2 I 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 OPENING 2' 1" 1'-1 1" UTILITY CHASE NOTE: cNO oF.4„��,,� r railI IIEl ryrrA D 1 D III; 88 fc 1 ---1 4ALL DINNER KEY MARINA DCP DRAWINGS ICRETE WALKWAY REPAIRS ® m Mir c Cl PLAN - EXISTING CONCRETE WALKWAY SPALLS C3 PLAN - CONCRETE WALKWAY SPALL REPAIRS C S-121 SCALE: 3/8" = 1"-0" S-121 SCALE: 3/8" = 1"-0" Ls 2 0 `✓ SPALL Q 'col_ f:�/«ZA 0 a O ��� N .�co co vi _ — —. J� Ls or Lc 2" ' o o B1 ELEVATION - EXISTING CONCRETE WALKWAY SPALLS (MIN) B3 ELEVATION - CONCRETE WALKWAY SPALL REPAIRS Designed by: Date: DSGN DATE Own by: Ckd by: M&N Project DRFT CHKR 9450— g m g a PM by ALSTON, TRAIOS Saved: S-411 SCALE: 3/4" = 1'-0" S-411 SCALE: 3/4" = 1'-0" Reviewed by: REVR Submitted by: TIM BLANKENSHIP MOFFAT' & NICHOL B 12'-0" 12'-0" 2'-6" 7'-0" 2'-6" 2'-6" 7'-0" 2'-6" W 27th AVE. STE 101A IUT GROVE, FL 33133 305-230-1924 (FL EB 4877) rd.: 10/24/2018 6.•13 _ 2" UTILITY CHASE 7" 5'-6" 7" 6" 2" �� UTILITY CHASE 7" 5'-6" 7" _ 6" TYP REPLACE GRATING, TYP Wf REPLACE GRATING, N / TYP N I TYP it "� m8 �' I III IIUII II II II II II II II II II II II II II II II II II II II II II II II II II II II I II II II IU 1 II II II II II II II II II II II II II II II II II II II II III II II II II II II II II II II II II U j///� =+ + j/�� �L � O cV 1 cV 3 = /,( �/ Hs U C - df : , WI o o a= /4 CLOSURE POUR 1 in r ." �I 3 CLOSURE POUR O d 1 (BEYOND) 1 (BEYOND) \ E .'> . v SPALL = < z Ww He �I J W d 1 .1 W }O W d m 1 m 4,-, ¢I A A o /\,_ ___/\,_ `�14" SQ. PILE, TYP _A.,_ _A,_ `�14" SQ. PILE, TYP SCALE: 3/8"=1'-0" U o h SEAL 1 p SCALE: 3/4"=1'-0" 1 0 Al SECTION - EXISTING CONCRETE WALKWAY SPALLS A3 SECTION - CONCRETE WALKWAY SPALL REPAIRS Sheet h m S-411 SCALE: 3/4" = 1'-0" S-411 SCALE: 3/4" = 1'-0" DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-411 Q a INDEX: 33 OF 68 1 1 2 I 3 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 PILE PILE TWISTED PLATE TIE -DOWN (TYP) BENT CAP (BELOW) NO fT%, . e, •. is„E� l Oe 19is � STRINGERS (TYP) BENT CAP CE BENT BOTH SIDES , SCREWS ® s 1��� EA STRINGER D��� I � TIMBER BRIDGING I D s IMIEMPIMIL DECKING STRINGER O GAP TYP 6" w MIN WIN r241 \\��I►vii rim \_I wi l//i/ WM o U� yj /N, (TYP) THRU BOLT W/ WIDE WASHER, TYP EA SIDEMI EIFIMO E1 N I o 01 1 o o0 TIMBER CROSS BRACE SCREWS OR RING `•• 1 p V p SHANK NAILS TIMBER BRIDGING (TYP) ! 1 r STRAP ,. 11 I i &____ -- � TIE -DOWN (> THRU BOLT W/ WIDE CHAMFER BRACE AT FACE OF PILE (TYP) 0 ,\,4 k_ WASHER, TYP EA SIDE ak TIMBER BENT CAP DINNER KEY MARINA DCP DRAWINGS TIMBER DOCK DETAILS 34 PM by TALSTON THRU BOLT (TYP) TIMBER PILE C2 TYPICAL NNW FRAMING PLAN C4 SECTION C laDETAIL -BENT S-502 SCALE: 1"=1'-0" CAP CONNECTION S-502 SCALE: 1"=1'-0" C lap SCALE: 1"=1'-0" THRU BOLT EL +10.00 PLASTIC CAP (TYP) EL +10.00 PLASTIC CAP (TYP) TIMBER CROSS I, BRACE (TYP) LINE HOLDER (TYP) A ro o Project No. )450-08 dyed. 10/24/2 TIMBER BLOCKING TIMBER MOORING PILE TIMBER PIER PILE es EL +2.15 is BOTTOM OF PILE CAP .,8 i 7 ,X 18_5-501; Platted 10/24/2018 6. 13 PM by ALSTON, TRAVIS S a N p MHW EL +0.15 .Y. PVC OR FDEP APPROVED PILE WRAP v MHW EL +0.15 � `wt PVC OR FDEP APPROVED PILE WRAP Submitted by: 11M BLANKENSHIP MOFFAT' & NICHOL B B1 DETAIL - BRACE BLOCKING MLW EL -1.88 '7 MLW EL -1.88 a 1 g S-502 SCALE: 1"=1'-0" PILE 1 p — EXISTING MUDLINE WHITE PVC PILE HAT BY SR O ; — EXISTING MUDLINE ; hg 2937 SW 27th AVE. STE 101A COCONUT GROVE, FL 33133 305-230-1924 & nlchol (FL EB 4877) _ APPROVED ED EQUAL L \ / EQUAL /� /\ /. //a\//% �\ \ //' /�\• o //•�/•/ Z /\\ \\ \ / /\ _ o TIGHTEN STRAPPING TO PREVENT SLIPPING & TO CONTROL FUTURE PILE -- ` - lc J J o o- E d a .o HEAD CHECKING STRAPPING r r TIMBER PILE I I I 2-0" o-o" z-o" a-o" �I A AllIEW I L__J NOTE: I I L__ I ' J SCALE: 1 /2"=1'-0" 1' 1' 2' 0'-0" A Q J o GUIDE PILE GUIDE PILE OMIT PVC PILE HAT ON PILES LOCATED BENEATH DECKING. SCALE: 1"=1'-0" A2 DETAIL - MOORING PILE A4 DETAIL - FINGER PIER PILE r o'-o" 6" 7., o s-501 SCALE: 1/2"=1'-0" S-501 SCALE: 1/2"=1'-0" SEAL o Al DETAIL - PVC PILE HAT SCALE: 1 1/2"=1'-0" 0 S-502 SCALE: 1 1/2"=1'-0" Sheet m DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-501 Q ° INDEX: 34 OF 68 1 1 2 3 1 4 1 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 NOTES,L,,, NOOpp, ,,,,,, 1. SEE CONCRETE REPAIR NOTES ON S-001. oy L O R 19.7_' - 2. PILE CAP DEFECT TYPES A, B & C ARE DESCRIBED AS FOLLOWS: D Alk m m MI m m TYPE A - OPEN CORROSION SPALLS TYPE B CLOSED CORROSION SPALLS D $ EXISTING SPALL OR DELAMINATION NU gligi NU EXISTING SLAB glilF CONCRETE NU REPAIR MATERIAL, TYP VW - TYPE C - CRACKS AND MINOR SPALLS N 7 MIN, TYP REPLACE EXISTING 3. REPLACE CORRODED REINFORCING BARS. MAIN REINFORCING AS PROVIDE REINFORCING TO MATCH SIZE, REQUIRED, SEE NOTE LOCATION AND SPACING OF EXISTING REINF s I w EXISTING STIRRUPS, SEE NOTE 3 3 BARS. REPLACE EXISTING STIRRUPS AS REQUIRED 4. CLEAR COVER TO MATCH EXISTING. t4 Fil o j a 1 FOR REPAIRS ¢0>IPUT a cn _ ^ w AND REMOVE a>SPALL ISTINGSPALLOR 1- irI I 5. PROVIDE FORMWORK IN WHICH AREA IS GREATER THAN 2 SQUARE FEET. DELAMINATION ATz I SOFFIT OR EDGE �_� 4/Arow' 6. DAMAGED PILE CAPS ARE INDICATED ON THE iiiiMiiii/fJ/f//i/////v/fAil = 72r Ar�J/i&A %i/i'////fJ////A// Ail PLANS. SPALL a 1- ., w > EXISTING MAIN I J J 7. CONTRACTOR SHALL REPAIR PILE CAP DEFECTS _^ PER TYPICAL DETAILS SHOWN ON THIS SHEET. ° > N J LENGTH 0 0 SPALL LENGTH REINFORCING, SEE REPAIR REPAIR LENGTH w w 8. CONTRACTOR SHALL SUBMIT DIMENSIONS FOR (L) C1 ELEVATION (L) NOTE 3 LENGTH (L) - EXISTING CONCRETE BENT C3 ELEVATION - (L) CONCRETE REPAIR DETAIL x THE PILE CAP REPAIR SCHEDULE. 9. SEE EXAMPLE REPAIR SCHEDULE FOR REFERENCE, SHEET 5-600. DINNER KEY MARINA DCP DRAWINGS )NCRETE REPAIR DET, C 5-121 SCALE: EXISTING SLAB, TY• 3/4" = 1'-0'" 5-121 SCALE: 3/4" = 1'-0" 10. CONTRACTOR SHALL USE THE REPAIR SCHEDULE TO ESTIMATE A PILE CAP REPAIR QUANTITY WHICH SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. C h Q i U 4 n S!!IIIII h x DEP EXISTING i_ w STIRRUPS, SEE 0>NOTE3 ¢ao 0- a�>-JI- a w aw°EXISTING J MAIN REINFORCING, n w-- 0 x 0 =o TYP r�����/��/��///��/��/r��J .`�000000000, ° x //////////////////AWAW� `A o o NOTE: a° ci WIDTH LENGTH IS SPALL WIDTH SPALL WIDTH Q (VARIES) PARALLEL TO (H) SPAN, TYP (H) Submitted by: 11M BLANKENSHIP MOFFAT' & NICHOL ? Plotted: 10/24/2018 6: 13 PM by ALSTON, TA B1 SECTION — EXISTING FASCIA SPALL B3 SECTION — EXISTING SOFFIT SPALL B4 SECTION — EXISTING CORNER SPALL 1 5 Bcrc S-502 SCALE: 3/4" = 1'-0" S-502 SCALE: 3/4" = 1'-0" S-502 SCALE: 3/4" = 1'-0" m w PROVIDE POUR CHUTE AS REQUIRED TO PLACE CONCRETE, CUT OFF REPLACE MAIN REINFORCING AND 1 1/2" MIN STIRRUPS AS REQUIRED 1 1/2" MIN 2937 SW 27th AVE. STE 101A COCONUT GROVE, FL 33133 305-230-1924 )I (FL EB 4877) AND GRIND SMOOTH AFTER CONCRETE HAS 1" CURE� I SAW CUT CONCRETE REPAIR CONCRETE REPAI" `,Y I REPLACE MATERIAL MAIN — c - ' h MATERIAL =,1/• 91 POUR REINFORCING AND STIRRUPS REPLACE MAIN 1 "i a > - z 0 w M �,��� IFFVI � CHUTE N z `� I AS REQUIRED ORIGINAL SPALL N REINFORCING AND STIRRUPS AS REQUIRED _ c c o vw o x _��/► �E/V = II..��►--- I AA fir. i�iiiiiiiiiiiiii 1 'i�� ORIGINAL .' ` SAW CUT SPALL REPAIR PROVIDE 1 1r ¢ x a I-- a a = 0 2" MIN _ D U Q 1 A DEPTH FORMWORK REPAIR WIDTH a w 0 w W ----. r w x < A o a NOTES: (D) REPAIRQ1 (H) WIDTH 1. IF DIMENSION "A" IS LESS THAN 4": CONCRETE A. REMOVE CORNER PORTION OF EXISTING BEAM TO REPAIR 2-0" 0-0" 1'-0" 2-0" o EXPOSE 4" OF SOUND STIRRUP AT BOTTOM OF MATERIAL `sE" L SCALE: 3/4"=1' 0" CONCRETE AND REPAIR SIMILAR TO CORNER SPALL. Sheet h m Al SECTION — FASCIA SPALL CONCRETE REPAIR A3 SECTION — SOFFIT SPALL CONCRETE REPAIR A4 SECTION — CORNER SPALL CONCRETE REPAIR DCP DRAWINGS Reference No. S-502 SCALE: 3/4" = 1'-0" S-502 SCALE: 3/4" = 1'-0" S-502 SCALE: 3/4" = 1'-0" 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION S-502 ° INDEX: 35 OF 68 1 I 2 I 3 I 4 1 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING A 1 2 3 4 5 PIER # LOCATION REPAIR TYPE REPAIR DIMENSIONS LENGTH (FT) WIDTH (FT) HEIGHT (FT) DEPTH (FT) REPAIR VOLUME (CF) 1 2/3 c 16/17 B 17/END c PIER 1 TOTAL 2 1/2 A 3/4 c 7/8 B 9/10 B 13/14 B 14/15 c 15/16 A 14/17 c PIER 2 TOTAL 3 1/2 A 2/3 B 3/4 B 4/5 B 6/7 B 7/8 c 8/9 c 10/11 B 12/13 c 13/14 c 14/15 B 16/17 c 18/19 B 22/23 B 23/END c 7/8 c 28/END B PIER 3 TOTAL 4 1/2 A 2/3 c 3/4 B 4/5 B 5/6 c 6/7 c 7/8 B 8/9 B 9/10 A 10/11 B A 14/15 B 15/16 A 16/17 c 17/18 C 18/19 B 19/20 c 20/21 c 21/22 c 22/END c 21/23 A 23/END B PIER 4 TOTAL PIER # LOCATION REPAIR TYPE REPAIR DIMENSIONS LENGTH (FT) WIDTH (FT) HEIGHT (FT) DEPTH (FT) REPAIR VOLUME (CF) 5 BEGIN/1 B 2/3 B 3/4 A 7/END c 5/8 B 9/10 B B 12/13 B 13/14 B 14/15 A 15/16 B 16/17 B 17/18 A 18/19 B 19/20 B 20/21 B 22/23 B 24/25 B 25/26 B 26/27 B 27/28 B 28/END A 27/29 A 29/END A 1/6 B 30/31 A 31/END B PIER 5 TOTAL 6 BEGIN/1 B 2/3 B 3/4 A 4/5 B 5/6 B 6/END B 5/7 B 7/8 B 8/9 B 9/10 B 10/11 B 11/12 A 12/13 B 13/14 B 14/15 c 15/16 B 16/17 B 17/18 B 18/19 B 19/20 B 20/21 c 21/22 B 22/23 B 23/END B 7/8 B END/24 B 24/25 B 5/26 B 26/27 c 27/END B PIER 6 TOTAL PIER # LOCATION REPAIR TYPE REPAIR DIMENSIONS LENGTH (FT) WIDTH (FT) HEIGHT (FT) DEPTH (FT) REPAIR VOLUME (CO 7 BEGIN/1 B 1/2 A 2/3 A 3/4 A 5/6 B 7/8 C 8/9 C 9/10 B 10/11 B 11/12 c 12/13 B 13/14 c 14/15 B 15/16 B 16/17 B 17/18 B 19/END B 17/20 B END/20 A 20/21 A 21/END B 5/22 A 22/23 B 23/END A PIER 7 TOTAL TOTAL NOTES 1. EXAMPLE REPAIR SCHEDULES ARE PROVIDED FOR REFERENCE. 2. THE D/B TEAM SHALL PROVIDE DEFECT REPAIR DATA TABLES AND QUANTITIES FOR ALL CONCRETE REPAIRS. 3. PILE CAP DEFECT TYPES A, B & C ARE DESCRIBED AS FOLLOWS: TYPE A — OPEN CORROSION SPALLS TYPE B — CLOSED CORROSION SPALLS TYPE C — CRACKS AND MINOR SPALLS DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION A PILE REPAIR SCHEDULE d° 3SE 08 SEAL Sheet Reference No. S-600 O i 1 2 3 4 5 INDEX: 36 OF 68 DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 2 3 4 5 1 OFFu,, I9 p, REPAIR DIMENSIONS REPAIR DIMENSIONS NOTES f * 1 '' PIER SLAB FLANGE FACE CORNER SOFFIT REPAIR VOLUME PIER SLAB FLANGE FACE CORNER SOFFIT REPAIR VOLUME .I WO MI .t 'I 'I # # Lf (FT) Wf (FT) Hf (FT) Lw (FT) Ww (FT) Hw (FT) Lc (FT) Wc (FT) Hc (FT) Ls (FT) Ws (FT) Hs (FT) (CF) # # Lf (FT) Wf (FT) Hf (FT) Lw (FT) Ww (FT) Hw (FT) Lc (FT) Wc (FT) Hc (FT) Ls (FT) Ws (FT) Hs (FT) (CF) L EXAMPLE REPAIR SCHEDULES ARE PROVIDED FOR REFERENCE. C O l O R 1 i 1 1 2. THE D/B TEAM SHALL PROVIDE DEFECT REPAIR 2 2 DATA TABLES AND QUANTITIES FOR ALL D 3 3 CONCRETE REPAIRS. D 4 4 5 5 6 6 7 7 8 8 9 9 8 10 10 1 11 11 12 12 13 13 14 14 15 3 15 DINNER KEY MARINA DCP DRAWINGS WALKWAY SPAN REPAIR SCHEDULE (1 OF 2) '8 3: 00 PM by TALSTON 16 16 17 17 18 18 19 19 20 20 PIER 1 TOTAL 21 C 1 22 C 2 23 3 24 4 25 5 26 6 27 7 28 8 PIER 3 TOTAL 9 1 0 — 2 10 2 0 :signed by: Dale: Rev. DSGN DATE REVNO M&N Project No. 9450-08 Drawing Scale: Plot scale: 1:1 (D SHEET), by ALSTON, TRAVIS Saved: 10/22/ 11 3 12 4 13 5 14 6 s 15 7 ,viewed by: REVR :bmnted by: IM BLANKENSHIP IOFFATT & NICHOL 16 8 17 9 18 10 B PIER 2 TOTAL 11 z 945008_5-601; Plotted' 10/24/2018 5:48 PM 4 12 14111 Z937 SW COCONUT GR 30-192433133 A ffatt & nlchol (FL EB 4877) 13 14 15 16 17 18 19 20 21 22 23 PIER 4 TOTAL - o E Jo A A SEAL ` "O -I Q 0 0 h 0 0 O Sheet m DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-601 Q 0 INDEX: 37 OF 68 .! 1 I 2 I 3 I 4 I 5 DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 2 3 4 5 , N Vi OP 41 t `h REPAIR DIMENSIONS REPAIR DIMENSIONS NOTES * PIER SLAB FLANGE FACE CORNER SOFFIT REPAIR VOLUME PIER SLAB FLANGE FACE CORNER SOFFIT REPAIR VOLUME IItIRR IR.I I A 111 Q' # # Lf (FT) Wf (FT) Hf (FT) Lw (FT) Ww (FT) Hw (FT) Lc (FT) Wc (FT) Hc (FT) Ls (FT) Ws (FT) Hs (FT) (CF) # # Lf (FT) Wf (FT) Hf (FT) Lw (FT) Ww (FT) Hw (FT) Lc (FT) Wc (FT) Hc (FT) Ls (FT) Ws (FT) Hs (FT) (CF) 1. EXAMPLE REPAIR SCHEDULES ARE PROVIDED FOR REFERENCE. t O O g S 1 1 2. THE D/B TEAM SHALL PROVIDE DEFECT REPAIR 2 2 DATA TABLES AND QUANTITIES FOR ALL D 3 3 CONCRETE REPAIRS. D o 4 4 5 5 6 6 7 7 8 8 - 9 9 8 10 10 11 11 12 7 12 13 13 14 14 15 15 DINNER KEY MARINA DCP DRAWINGS 'AY SPAN REPAIR SCHEDULE (2 OF 2) 5 16 16 17 17 18 18 19 19 20 20 21 21 C 22 22 C 23 23 a 24 PIER 7 TOTAL 0 c� 25 TOTAL 26 Y -o 27 .4 28 o ,,i 29 ` ro 30 0 — 31 Drawing Scale: Plot scale: 1:1 (D SHEEP) J ino \945008_5-602; Plotted 10/24/2018 5:: 43 PM by ALSTON, TRA VIS; Saved: 10/22/' PIER 5 TOTAL 1 2 3 0 4 Reviewed by: REVR Submitted by: TIM BLANKENSHIP MOFFATT & NICHOL 5 6 7 138 9 ,", 2937 SW C000 305G230—AVE.192433133STE A moffatt & nlchol (FL EB 4877) 10 11 12 13 6 14 15 16 17 18 19 20 21 22 23 24 1'25 26 ¢I A 27 A o PIER 6 TOTAL o `SEAL , 0 Zo- p O Sheet m DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. S-602 -.:-- INDEX: 38 OF 68 3 1 1 2 3 1 4 I 5 ` ' `` DRAWING SCALES SHOWN BASED ON 22'x34" DRAWING 1 I 2 I 3 I 4 I 5 PLUMBING: ,,,,,,,,,,,,,, cat' OFF 4k, p F93, 1. SCHEDULING, TRENCHING, LINE SHUTDOWN, DRAINAGE, TIE—IN, PIPE BEDDING, SUPPORTS, INSTALLATION OF NEW LINE, WALL PENETRATIONS, AND THRUST BLOCK PLACEMENTS, PRESSURE TESTING, DISINFECTION, FLUSHING, WARNING TAPE, BACKFILL, SURFACING, LANDSCAPING, a, C o R l O =" , „„.. -' ACTIVATION OF SERVICE, ETC., SHALL COMPLY WITH THE LOCAL WATER, FIRE, SEWER DEPARTMENT AND OTHER AHJ STANDARDS AND REGULATIONS AND SHALL BE COORDINATED WITH THE WATER, SEWER, FIRE, AND OTHER AHJ DEPARTMENTS. PRIOR APPROVAL OF AND D NOTICE TO PROCEED WITH THE TIE—INS ARE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION FOR THE PW SYSTEM. AUTHORIZED REPRESENTATIVE SHALL WITNESS TIE—IN, AS D S REQUIRED. 2. ALL MATERIAL AND EQUIPMENT SHALL BE WORKED INTO A COMPLETE, CONVENIENT, AND ECONOMICAL SYSTEM OR SYSTEMS: ALL APPARATUS, PARTS, MATERIALS, AND ACCESSORIES WHICH ARE NECESSARY TO ACCOMPLISH THIS RESULT SHALL BE FURNISHED AND WORKED INTO PLACE. MANUFACTURERS INSTRUCTIONS, WRITTEN OR OTHERWISE, SHALL BE FOLLOWED, UNLESS SPECIFICALLY SUPERSEDED HEREIN. 3. ALL PIPING SHALL FOLLOW THE GENERAL ARRANGEMENT SHOWN. PIPING SHALL BE RUN ESSENTIALLY AS INDICATED, CARE BEING TAKEN TO AVOID INTERFERENCE WITH OTHER PIPING, CONDUIT, OR EQUIPMENT. THE LOCATION OF PIPING TO BE RUN ON DOCKS SHALL BE m CAREFULLY COORDINATED WITH ELECTRICAL CONDUITS SPECIFIED. BEFORE JOINTING AND ERECTION OF PIPING, THOROUGHLY CLEAN INTERIORS OF PIPE AND COMPONENTS. MAINTAIN CLEANLINESS BY CLOSURE OF PIPE OPENINGS WITH CAPS OR PLUGS. C 4. AS APPLICABLE, BURIED HDPE AND OTHER NON—METALLIC LINES SHALL HAVE PLASTIC WARNING TAPE AND LOCATOR WIRE. A VALVE BOX AND COVER SHALL BE PROVIDED FOR BURIED VALVES. 5. ALL PW, MATERIALS (PIPE, VALVES, ETC.) SHALL BE FURNISHED BY THE CONTRACTOR. ALL SUCH MATERIALS SHALL BE NEW AND SHALL MEET AHJ SPECIFICATION REQUIREMENTS FOR EACH ITEM, AND PRIOR TO INSTALLATION, MUST BE APPROVED IN WRITING BY THE AHJ. 6. LOCATIONS OF UTILITIES, PUBLIC AND/OR PRIVATE, ARE APPROXIMATE ONLY, AND THE EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD. IT IS POSSIBLE THAT SOME EXISTING FACILITIES ARE NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING ALL UNDERGROUND UTILITY FACILITIES LOCATED AND MARKED PRIOR TO THE BEGINNING OF CONSTRUCTION. 7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONTACTING ALL AFFECTED UTILITY OWNERS PRIOR TO SUBMITTING HIS BID, SO THAT HE MAY DETERMINE THE EXTENT OF DELAYS THAT UTILITY RELOCATIONS AND/OR ADJUSTMENTS MAY HAVE UPON THE SCHEDULING OF WORK FOR THE PROJECT. SOME UTILITY FACILITIES MAY NEED TO BE ADJUSTED CONCURRENTLY WITH THE CONTRACTOR'S OPERATIONS, WHILE SOME WORK MAY BE REQUIRED AROUND UTILITY FACILITIES THAT SHALL REMAIN IN PLACE. IT IS SPECIFIED AND AGREED THAT THE CONTRACTOR C r 1 DINNER KEY MARINA DCP DRAWINGS PLUMBING NOTES 18 1. 47 PM by TALSTON SHALL RECEIVE NO ADDITIONAL COMPENSATION FOR ANY DELAYS OR INCONVENIENCE CAUSED of BY UTILITY ADJUSTMENTS. Drawing code: Drawing Scale: Plot scale: 1:1 (0 SHEEf)4 ino \ 945008_P-001; Plotted 10/24/2018 6:14 PM by ALSTON, TRA i7/5; Saved: 10/24/2 8. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY OWNERS PRIOR TO INTERRUPTING ANY GAS, WATER, POWER, COMMUNICATION, OR SEWER SERVICES. THE CONTRACTOR SHALL ALSO NOTIFY AFFECTED UTILITY CUSTOMERS AT LEAST 48 HOURS BEFORE INTERRUPTING THE CUSTOMERS' SERVICE. BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M., WHERE INDIVIDUAL SERVICES ARE TO BE DISCONTINUED FOR MORE THAN 4 HOURS, THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR PROVIDING TEMPORARY SERVICE SATISFACTORY TO THE AFFECTED CUSTOMER, OR AS REQUIRED BY THE OWNER. THE REPAIR OR REPLACEMENT OF UTILITY COMPONENTS SHALL CONFORM TO ALL APPLICABLE REQUIREMENTS OF THE UTILITY OWNER. NO SEPARATE PAYMENT SHALL BE MADE FOR THESE ACTIVITIES, AND COMPENSATION SHALL BE Reviewed by: REVR Submitted by: TIM BLANKENSHIP MOFFATT & NICHOL B INCLUDED IN THE CONTRACT PRICES FOR OTHER ITEMS. 9. ALL UNSUITABLE MATERIAL, AS DETERMINED BY THE ENGINEER, OR THROUGH TESTING, SHALL BE REMOVED, LEGALLY DISPOSED, AND REPLACED WITH SUITABLE MATERIAL, WITH CORRESPONDING CLOSURE REPORT(S), AND ACCEPTABLE TO THE ENGINEER AND ALL REGULATORY AUTHORITIES. 10. IT IS THE RESPONSIBILITY OF THE OWNER TO MAINTAIN THE INTEGRITY OF THE SYSTEMS. CONTRACTOR SHALL PROVIDE OWNER WITH OPERATION AND MAINTENANCE INFORMATION FROM EQUIPMENT MANUFACTURERS. 11. ALL WATER SERVICE (PW) CONSTRUCTION MUST BE DONE BY A LICENSED UTILITY CONTRACTOR. 12. CONTRACTOR SHALL INVESTIGATE SOIL PROPERTIES TO DETERMINE REQUIREMENTS OF EXCAVATION AND SHORING, IF REQUIRED. 13. EXCAVATION AND/OR SHORING AND DEWATERING SHALL BE IN COMPLIANCE WITH APPLICABLE STATE, LOCAL, AND OSHA REQUIREMENTS. ,", 2937 SW 27th AVE. STE 101A COCONUT GROVE, FL 33133 305-230-1924 moffatt & nlchol (FL EB 4877) J A A 1� `SEAL ,I U Q of 0 h 0 p O Sheet h m DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. P-001 Q 0 INDEX: 39 OF 68 1 I 2 I 3 I 4 I 5 Li DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 Y0Y Op'llyll * ILILI 1111F1 11 S 9 �C O1RQ, EXISTING UTILITY PEDESTAL D a REPLACE EXISTING EXISTING FINGER TO BE REPLACED, TYP. REFER POTABLE WATER PIER, TYP TO ELECTRICAL DRAWINGS FOR PEDESTAL TYPE. D s 36 SYSTEM ON PIER 1 — 23 37 35 34 33 32 31 30 29 28 27 26 25 24 EXISTING CONCRETE WALKWAY PIER 22 s I� El o I� m PW PW ► PW PW PWEl PW PW SS SS SS SS 38 _ SS SS SS - FW FW ► _ FW FW ► FW ► i 39 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 40 PW SS - FW-► EXISTING PUMPOUT TO REMAIN, SEWER HYDRANT TYP SEWER 1 Z y aEXISTING ING PLAN PUMPOUT HYDRANT a C7 41 TO BE REPLACED 2 C 42 El vi1 �3 REPLACE EXISTING FIRE SUPPRESSION SYSTEM ON PIER 1 C DINNER KEY DCP DRAM PIER 1 PLUMB 8 3:50 PM by TALSTON 1 a 43 0 PIER 1 i i' Drawing Scale: Plot scale:1:1 (D SHEET).• M by ALSTON, TRAVIS Saved: 10/24/2 �Lr 44 H oa 45 3 3 0 = e EXISTING a 81 X .0 o Submitted by: 11M BLANKENSHIP MOFFAT' & NICHOL B BULKHEAD 46 1i 5 B o t 2 0 8 % 0 0 0 0 0 V EXIS11 G FIRE :r co 1I 11 HYDR NT TO 1", 2937COCSWONUT GROV27tH AVE. FL STE 3: 305-230-1924 ffatt & nichol (FL EB 4877) 945008_P-101; Plotted 10/24/20) 1 REM NOTES — 1 O POTABLE WATER ♦ CONNECTION I POINT FOR PIER 1 O % 1. MOORING PILES NOT SHOWN FOR CLARITY. FIRE WATER 2. REFER TO P-401 FOR ENLARGED CONNECTION PLUMBING PLAN. POINT FOR PIER 1 o LEGEND 1E 111 1 -- v =---- J^^ 11 ______� I` • .: .................:........ y 1 0 REPLACE EXISTING _FW — o FIRE WATER LINE _;i;i;i;i:i;i;l;fl;ti• ; MOM Mr PW _ REPLACE EXISTING POTABLE WATER LINE KEY PLAN p E — o r` _ EXISTING SANITARY LINE TO REMAIN T 4,, A ► FLOW DIRECTION ElUTILITY PEDESTAL TO BE REPLACED EXISTING SEWER PUMPOUT HYDRANT TO BE REPLACED EXISTING SEWER PUMPOUT 20' 0-0" 20' 40' 0 A Qi o HYDRANT TO REMAIN — — `SEAL o SCALE: 1"=20' ® FIRE WATER STAND PIPE TO BE REPLACED Sheet m ## n ## SLIP NUMBERS DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. P-101 Q a INDEX: 40 OF 68 1 I 2 I 3 I 4 I 5 s. Li DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 1 2 1 3 1 4 1 5 \ GNO Op 'llyll .., * ILI11 IIIlF1 11 ay .et 01\R`S9�' D D s i I s — EXISTING UTILITY PEDESTAL TO BE REPLACED, TYP. REFER EXISTING SEWER POTABLE CONNECTION POINT FOR 54 V WATER PIER 2 53 52 — 51 50 — 49 48 TO ELECTRICAL DRAWINGS PEDESTAL TYPE. — 47 46 FOR — 45 44 EXISTING FINGER PIER, TYP 43 42 — 41 40 — 39 38 — 37 36 REPLACE EXISTING POTABLE WATER SYSTEM ON PIER 2 35 34 — 33 32 — 31 30 0' — �PUMPOUT HYDRANT TO BE REPLACED 29 MARINA KINGS LING PLAN C Q9 Q9 Q9 ® R9 I Q9 Q9 Q9 Q9 Q9 Q9 C w Q W b PW PW PW PW PW PW ► PW PW PW ► SS SS SS SS PW `1 CC M SS ss ss ss ss ss a. FW FW ► FW FW FW ► FV� ► FW FW Lam— Fy�y FW — ® ® 181 ® Q9 Ft)® ® 1 W J 1 FIRE WATER O CONNECTION POINT FOR 0� C. 2 3 PIER 2 4 5 ® 6 7 9 \EXNGSER PUMPOUT TO REMAIN, ® 10 11 HYDRANT TYP CJ 12 13 01 14 15 16 17 18 19 20 21 REPLACE EXISTING FIRE SUPPRESSION 22 23 24 25 Q9 26 27 —0 28 Z U Z 6 N CC w E 188.00 AM by TALSTO L, SYSTEM ON PIER 2 0 — 4 EXISTING BULKHEAD a v 71 o \\ EXISTING CONCRETE WALKWAY0 CO 'Designed by: Date: DSGN DATE Den by: Ckd by: M&N Project I DRFT CHKR 9450-01 1 - 0 0 a 018 6: 15 PM by ALSTON, TRAVIS; Saved: PIER 2 Submitted by: 11M BLANKENSHIP MOFFAT' & NICHOL B a NOTES 1", 2CO N 2GR AVE. S1 COCONUT GROVE, FL 305-230-1924 ffatt & nichol (FL EB 4877) 945008_P-102 Plotted 10/24/2 1. MOORING PILES NOT SHOWN FOR CLARITY. 2. REFER TO P-401 FOR ENLARGED PLUMBING PLAN. LEGEND L 11 ` 1,1 ___ __� 1` �_ j;;; •• REPLACE EXISTING FIRE WATER LINE MUM Mr REPLACE EXISTING — PW — POTABLE WATER LINE KEY PLAN — o E o — EXISTING SANITARY LINE TO REMAIN T A FLOW DIRECTION UTILITY PEDESTAL 1121 TO BE REPLACED EXISTING SEWER PUMPOUT • HYDRANT TO BE REPLACED EXISTING SEWER PUMPOUT 20' 0'-0" 20' 40' 0 A Qi o o HYDRANT TO REMAIN ' — — `SEAL o SCALE: 1"=20' ® FIRE WATER STAND PIPE TO BE REPLACED Sheet m # n ## SLIP NUMBERS DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. P-102 Q a INDEX: 41 OF 68 1 2 I 3 4 5 Li DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 1 2 1 3 1 4 1 5 v wLL GNO Opel , , 1L0111 0111F1 1 1 0 D ❑ D s ❑ ° ® ❑ EXISTING BULKHEAD POTABLE CONNECTION POINT FOR 0 WATER PIER 3 — — — — — EXISTING FINGER PIER, TYP — — REPLACE EXISTING POTABLE WATER SYSTEM ON PIER 3 1 I s — 3 ❑ 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 - LZ I f ® ® ® II ®PW II /pW J ► PW s PW SS SS ► PW PW ► PW SS PW PW Fw FW I. FW ® SS FW ► SS FW MI IM SS FW RI IL SS FW SS Fw Fw SS ® ® ® C ElCONNECTION ag ❑ 6 'gam 0 ° Q90 ❑ 1 2 FIRE WATER oPOINT FOR 3 4 PIER 3 Q9 0 5 6 7 8 Q9 9 10 11 12 EXISTING PUMPOUT TO REMAIN, ® 13 14 SEWER HYDRANT TYP 0 15 16 Q9 0 17 18 19 20 .� 21 22 REPLACE FIRE SUPPRESSION SYSTEM 0 23 24 EXISTING ON PIER 3 Q9 25 r I I I I C DINNER KEY MARINA DCP DRAWINGS PIER 3 PLUMBING PLAN 18 7' 58 AM by TALSTON PIER 3 o Drawing Scale: Plot scale: 1:1 (D SHEET), STON, TRAVIS Saved: 10/24/2 o a o . X n U o I B I EXISTING UTILITY PEDESTAL B 2 , 're'„ 43 I REPLACE EXISTING TO BE REPLACED, TYP. REFER EXISTING CONCRETE WALKWAY I POTABLESTEMWATER TOE ELECTRICAL DRAWINGS FOR SYSTEM ON PIER 3 PEDESTAL TYPE. `- oM wM ro o — — — — — — 42 NOTES I 2937COCONUT GROVSW 27th AE,VE. FLS1 305-230-1924 2h01 (FL EB 4877) 103 Platted; 10/24/2 — 1. MOORING PILES NOT SHOWN FOR CLARITY. 1 I. ,::..... ; 11 - lal• Z 57 56 55 54 53 52 51 C 50 49 48 47 46 45 44 43 2. REFER TO P-401 FOR ENLARGED PLUMBING PLAN. --- J 1 1,1 --- --� 11 ;lilt = I PW =' ® ® LEGEND '. ......................... _ c al c•% ► PW PW PW PW PW PW ► SS SS SS SS Q Pw SS SS SS ► FW Fw ► Pw Fw ► Fw FW - REPLACE EXISTING — FWj;ii;i:i;i;l;fl;ti -'"'° i o M 1811 0 =' ® 0 ® Ni Q9 C, Q9 r ® J Q9 FIRE WATER LINE MOM nr _ c o LI' v = 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 _ REPLACE EXISTING 41 — PW POTABLE WATER LINE KEY PLAN o E ` �.° 1 1 _ — EXISTING SANITARY EXISTING SEWER LINE TO REMAIN PUMPOUT HYDRANT - A REPLACE EXISTINGo — — — —IV FIRE SUPPRESSION SYSTEM ON PIER 3 I ► FLOW DIRECTION TO BE REPLACED PEDESTAL El TO TOOUTILITY BE REPLACED EXISTING SEWER PUMPOUT HYDRANT TO BE REPLACED A Q o I 0 EXISTING SEWER PUMPOUT 20' o'-o" 20' 40' _ HYDRANT TO REMAIN `SEAL o SCALE: 1"=20' ® FIRE WATER STAND PIPE TO BE REPLACED Sheet m # n ## SLIP NUMBERS �L DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. P-103 Q a INDEX: 42 OF 68 1 I 2 1 3 1 4 1 5 s.`` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 o EXISTING BULKHEAD I GNO Op 'llyll �l' * ILI11 IIIlF1 c`O S' CJ POTABLE WATER 1 I D CONNECTION EXISTING SEWER REPLACE EXISTINGEXISTING o POINT FOR PIER 4, PUMPOUT HYDRANT Jp ER, TYPFINGER POTABLE WATER SEE NOTE 3 TO REMAIN, TYP SYSTEM ON PIER 4 I D * 84 PIER 4 83 82 c 81 80 79 78 77 76 75 74 73 72 71 70 0 69 68 67 66 — 65 64 63 62 61 60 59 1 L ® g S PW►-PW PW PW PW PW SS SS SS SS i SS SS SS SS SS SS ® FW FW �y FW FW FW FW FW ► Fop( FW / FW Idl ® ® ® ® ® Q9 2 ,/. 09 U 0 (. (N C. Q9 (� C 0 C ® 0 I I- .4:( 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 C — FIRE WATER CONNECTION POINT FOR PIER 4 REPLACE EXISTING FIRE SUPPRESSION SYSTEM ON PIER 4 PIER 4 1 I I I I C DINNER KEY MARINA DCP DRAWINGS PIER 4 PLUMBING PLAN l � 18 4.20 PM by TALSTON 0 — o N N N o I EXISTING UTILITY PEDESTAL TO BE REPLACED, TYP. REFER TO ELECTRICAL DRAWINGS FOR EXISTING CONCRETE WALKWAY .. o '1m a o a x 0 a REPLACE EXISTING PEDESTAL TYPE. I POTABLE WATER SYSTEM ON PIER 4 — — — _ EXISTING SEWER PUMPOUT HYDRANT TO BE REPLACED ..5 o Submitted by: 11M BLANKENSHIP MOFFATT & NICHOL o B I I58 — 57 56 55 54 53 52 51 50 49 48 47 46 45 44 r B o t 2 0 a 0 Q -n CI 0 C C NOTES <_ a _ I - �� cM W ss PW PW PWI6LPW SS ss PW 43 1. MOORING PILES NOT SHOWN FOR ro Z ass W • FW FW F ss IR1 SS • FW eilCLARITY. r� _, = C...)1 Q M I 28 I C. 29 30 — 31 32 0 C. 33 34 35 36 0 37 38 39 40 ® 41 42 2. REFER TO P-401 FOR ENLARGED PLUMBING PLAN. 3. COORDINATE UTILITY CONNECTION I , \7! I 1' � r rrrrrrrri- . 1 11 1", 2CO N 27tH VE. COCONUT GROVE, F 305-230-19 ffatt & nichol (FL EB 487 945008_P-104; Plotted. 10/24, — — — POINTS WITH PIER 8 UTILITIES. I,— REPLACE EXISTING I FIRE SUPPRESSION SYSTEM ON PIER 4 _ LEGEND 'h '° • I EXISTING SEWER REPLACE EXISTING — FW — PUMPOUT HYDRANT FIRE WATER LINE TO BE REPLACED _;;ii;i;i;i:i;i;i;ffti MOM Mr pW _ REPLACE EXISTING I POTABLE WATER LINE KEY PLAN — p E — EXISTING SANITARY LINE TO REMAIN i A FLOW DIRECTION ElUTILITY PEDESTAL TO BE REPLACED EXISTING SEWER PUMPOUT • HYDRANT TO BE REPLACED EXISTING SEWER PUMPOUT 20' 0'-0" 20' 40'0 A Q o o HYDRANT TO REMAIN — — `SEAL o SCALE: 1"=20' ® FIRE WATER STAND PIPE TO BE REPLACED Sheet m ## SLIP NUMBERS DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. P-104 '74## a INDEX: 43 OF 68 1 I 2 I 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 I \IJ 84 �1 D 3� I D s 85 86 •EXISTING FINGER 1 s I REPLACE EXISTING PIER, TYP coZPOTABLE w oCONNECTION WATER 87 POINT FOR PIER 5, 3 POTABLE SYSTEM — WATER ON PIER 5 — — — — I I - SEE NOTE 3 a 83 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 w i 88 ) 7 U) I NI IQI ® �� PW PW —11. SS SS SS PW 7W ► PW M. PW p p / PW H IP FW FW ► SSW SSW SfW FW SS ® — FW SS® ® ® SS FW SS FW FW RI ® ► ® FW S FW RI 4 SS Z C u1 09 r 1 FIRE WATER 2) CONNECTION POINT FOR PIER 5, 2 SEE NOTE 3 1 Ela —_0 6 7 8 9 _ EXISTING PUMPOUT 10 11 _ SEWER HYDRANT 12 13 _ 14 15 0 16 17 18 19 P 20 21 o9 22 23 1;g1 P 24 J I U C DINNER KEY MARINA DCP DRAWINGS PIER 5 PLUMBING PLAN 18 4.28 PM by TALSTON I I TO REMAIN, TYP I 3 REPLACE EXISTING FIRE SUPPRESSION SYSTEM ON PIER 5 NOTES I a EXISTING BULKHEAD El 1 ORINGPILES NOT SHOWN FOR LEGEND 4 MLOAR REPLACE EXISTING LINE 2. REFER TO P-401 FOR ENLARGED — FW — FIREE WATER I PLUMBING PLAN. REPLACE EXISTING — PW — POTABLE WATER LINE 0 — 5 3. COORDINATE UTILITY CONNECTION POINTS WITH PIER 8 UTILITIES. SS — EXISTING SANITARY LINE TO REMAIN � o Drawing Scale: Plot scale: 1:1 (D SHEET).• PM by ALSTON, TRA VIS; Saved: 10/24/2 PIER 5 . ® i� FLOW DIRECTION El UTILITY PEDESTAL TO BE REPLACED PI o a 0 ` g EXISTING SEWER PUMPOUT • HYDRANT TO BE REPLACED 0 EXISTING SEWER PUMPOUT HYDRANT TO REMAIN ' c, a Submitted by: 11M BLANKENSHIP MOFFAT' & NICHOL B I 0 FIRE WATER STAND PIPE TO BE REPLACED o 5 B o t SLIP NUMBERS I REPLACE EXISTING POTABLE WATER EXISTING UTILITY PEDESTAL EXISTING CONCRETE WALKWAY TO BE REPLACED, TYP. REFER TO ELECTRICAL DRAWINGS FOR EXISTING SEWER # EXISTING SEWER PUMPOUT HYDRANT ## M oM wM o ris ro j V7 64 SYSTEM 63 62 ON PIER 5 61 60 59 58 PEDESTAL TYPE. 57 56 — 55 54 _ 53 52 — 51 50 PUMPOUT TO BE 49 48 HYDRANT REPLACED 47 TO REMAIN ` li`1 :.: I 2937COCONUT GROVSW 27th AE,VE. FLS1 305-230-1924 Ch01 (FL EB 4877) -105; Plotted: 10/24/2 — = ~ I :) 7 7 7 d' W I �� �� _ _ a al Z PW P. PW PW ► PW PW PW PW SS SS SS 1L.,.,..;1,:1;1;1;1;1;1;17; j1 - SS SS SS SS SS FW FW FW P FW FW P FW ► 1 dS ,c ®FW ® RI ® RI ® ;; ;fl;l l'.ITYR o F U .� Q9 p Q9 Q9 P ® MOM Mr O IQ9 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 KEY PLAN ` E o A I IREPLACE I I FIRE SYSTEM EXISTING SUPPRESSION ON PIER 5 43 44 EXISTING SEWER PUMPOUT HYDRANT TO BE REPLACED 20' 20' ' 40 A Qi �i o I : SEAL p SCALE: 1"=20' Sheet m DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. P-105 ".;,-- ° INDEX: 44 OF 68 1 I 2 I 3 I 4 I 5 s...`` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 NO * 1 IL011 11 IIIlF1 I 3 D n 72 D S I I -21 L 73ID 74 0 — 3 REPLACE EXISTING EXISTING FINGER POTABLE WATER I s I PIER, TYP SYSTEM ON PIER 6 ~ V POTABLE WATER 75 Lu I L. _ co > CONNECTION= POINT FOR PIER 6, 181 71 _ - _ u7 L ® SEE NOTE 3 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 w a 76 D C 0 2 I- z IN ZI IN IQI IN NW J s' ► PW PW ► PW PW ► PW PW Pw - SS SS PW SS SS SS FW ► FW FW ► SS SS SS SS 3 FW �� ® FW 1�71— FW FW ® ® — FW 181 ® = U ' ? C 1 Q9 1 ® FIRE WATER CONNECTION POINT FOR PIER 6, SEE NOTE 3 2 =' a ® 4 5 6 7 - EXISTING Q9 - 8 9 SEWER J -10 11 -12 13-14 15-16 17-18 J ® 19-20I 1 Q IM I C NNER KEY MARINA DCP DRAWINGS R 6 PLUMBING PLP I I PUMPOUT HYDRANT REPLACE EXISTING I 1_ El EXISTING BULKHEAD 3 TO REMAIN, TYP FIRE SUPPRESSION SYSTEM ON PIER 6 I _ o W a o a N v ro 0 Drawing Scale: Plot scale: 1:1 (D SHEET).• by ALS70N, TRAVIS; Saved: 10/24/2 PIER 6o � o o a 1 o . X n U V bmitted by: M BLANKENSHIP OFFA1t & NICHOL o '" ° ar Q> 1 W B I B " F 1 1 REPLACE EXISTING EXISTING UTILITY PEDESTAL TO BE REPLACED, TYP. REFER TO ELECTRICAL DRAWINGS FOR EXISTING CONCRETE WALKWAY NOTES 'M POTABLE WATER TYPE. _-0 1. MOORING PILES NOT SHOWN FOR " "M o W I I 54 — 53 52 SYSTEM 51 50 ON PIER 6 49 48 47/PEDESTAL 45 44 - 43 42 41 40 38 39 CLARITY. 37 2. REFER TO P-401 FOR ENLARGED PLUMBING PLAN. 1 i, 1! --- 2937 SW 27th AVE. S1 COCONUT GROVE, FL 305-230-1924 )I (FL EB 4877) 4; Plotted: 10/24/2 (OMN I C. n• • 3. POINTS COORDINATE WITH P PIER 8 UTILITIES. LITY ION F ;;;;,1M;fll!!7 �1`I --- -- „ ,;I+ -• El N PW PW PW ►IN PW PW PW S I� FW SS FW SS FW ® FW —�Ri SS FW SSSS FW ► ► LEGEND c a _ ® lal w I C. 0 D .. J D _ FW _ REPLACE EXISTING lTll`.y! oI Z = FIRE WATER LINE _ Lir[iS:i; _ c v = I•_ 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 _ REPLACE EXISTING W POTABLE WATER LINE KEY PLAN o E o <1 o I - - - - LINE TO REMAIN_ EXISTING SANITARY l i A I REPLACE EX STING FIRE SUPPRESSION SYSTEM ON PIER 6 _6 ► FLOW DIRECTION ElFLOW UTILITY PEDESTAL BE REPLACED EXISTING SEWER PUMPOUT • A Qi o I HYDRANT TO BE REPLACED EXISTING SEWER PUMPOUT 20' o-o" 20' 40' 0 HYDRANT TO REMAIN — — `SEAL o SCALE: 1"=20' ® FIRE WATER STAND PIPE TO BE REPLACED Sheet m ## ## SLIP NUMBERS DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. P-106 Q a INDEX: 45 OF 68 1 I 2 I 3 I 4 I 5 s. `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 Op 'llyll GNO\ .. * 111011 111111 \ II 11 El D a N® 58 D s I I of Cu. 1 59 I ® EXISTING BULKHEAD 60 sl 4 REPLACE EXISTING EXISTING FINGER POTABLE WATER I I s 1 0 PIER, TYP 1 61 a SYSTEM ON PIER 7 - - - �3 POTABLE WATER N 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 I w CONNECTION gi PIER 9 Ij POINT FOR PIER 7, SEE NOTE 3 62 C C C O 2 LA ® ® El NU PW PW ► PW PW PW PW 4._ PW ► PW SS SS 2 1 SS SS SS SS SS FW SSFW FW —rL•1i F� ~ ElFW El FW FW FW 0181 ® } 181 W ( Q9 J 09 09 QP C 09 J Z J Z I— FW 12 DINNER KEY MARK DCP DRAWINGS PIER 7 PLUMBING PI 4: 42 PM by TALSTON 1 FIRE WATER 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 I I- C CONNECTION - - - - - I M C POINT FOR PIER 7, SEE NOTE 3 - - - EXISTING SEWER PUMPOUT HYDRANT TO REMAIN, TYP LREPLACE EXISTING FIRE SUPPRESSION SYSTEM ON PIER 7 I I I 71 0 1 I r J § Drawing Scale: Plot scale: 1:1 (D SHEET).• y ALSTON, TRAVIS Saved: 10/24/" PIER 7 a o I I . Y n U itted by: BLANKENSHIP -Att & NICHOL 1 EXISTING CONCRETE WALKWAY B - o so a 1 g B I EXISTING UTILITY PEDESTAL B w „ F Z 20186:16 PMb REPLACE POTABLE SYSTEM EXISTING TO BE REPLACED, TYP. REFER WATER TO ELECTRICAL DRAWINGS FOR ON PIER 7 PEDESTAL TYPE. NOTES I — — — — — 1. MOORING PILES NOT SHOWN FOR - " W I 42 41 40 39 38 37 36 35 34 33 32 0 CLARITY. 2. REFER TO P-401 FOR ENLARGED 31 PLUMBING PLAN. I I: it 937 SW 27th AVE. S1 COCONUT GROVE, FL 305-230-1924 (FL EB 4877) Plotted 10/24/ E i 7 C 0 3. COORDINATE UTILITY CONNECTION POINTS WITH PIER 8 AND 9 I,I?xS =_::::YI;1;11!!7 11 - PwIA Pw ® UTILITIES. I�' - o Pw Pw PWLA SS SS SS SS It' L W SS FW ® FW ► ® FW ® FW FW LEGEND ........... .:.:.:.:.:..:.: a Z "L`I'13i'I'I'I'fe941S V — FW — REPLACE ILINIEG//OOOOO� Q WATER 1:o - I 21 22 23 24 25 26 27 28 29 30 _ PW _ REPLACE EXISTING POTABLE WATER LINE KEY PLAN p ` E o I I — EXISTING SANITARY LINE TO REMAIN - A - REPLACE EX STING FIRE SUPPRESSION SYSTEM ON PIER 7 -C ► FLOW DIRECTION UTILITY PEDESTAL ® TO BE REPLACED A T Qi o 0 EXISTING SEWER PUMPOUT HYDRANT TO BE REPLACED EXISTING SEWER PUMPOUT 20' 0-0" 20' 40' 0 h HYDRANT TO REMAIN I `SEAL o SCALE: 1"=20' ® FIRE WATER STAND PIPE TO BE REPLACED Sheet m # ## SLIP NUMBERS DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. P-107 Q a INDEX: 46 OF 68 1 2 I 3 4 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 MATCHLINE THIS SHEET ?_ �NO o PIER 4 O — — — — —LA 5 PW i ® : * Ncen 1111E1 * I ® FW laq u so �c R' — 0 C. 0 -- ss rwSS rw P. FW g`S9' , 31 9 8 7 6 5 4 3 2 1 1 L 32 D \ 1 EXISTING — — — J PIER 4 UTILITY D $ CONNECTION, 11 BULKHEAD SEE NOTE 3 ® 3 EXISTING FINGER 33 a PIER, TYP -_- I - ED 12 < 7---\ PIER 6 UTILITY CONNECTION, SEE NOTE 3 13 L t 34 i s 35 REPLACE EXISTING i� �\ PIER 6 FIRE SUPPRESSION / SrPw SYSTEM ON PIER 8 SS ss — I � Fwr �`� 15 .0/36 NNER KEY MARINA DCP DRAWINGS R 8 PLUMBING PLAN ° ® NOTES 16 REPLACE EXISTING ❑ 1. MOORING PILES NOT SHOWN FOR 37 CLARITY. POTABLE WATER C SYSTEM ON PIER 8 ❑ 38 2. REFER TO P-401 FOR ENLARGED PLUMBING PLAN. C 17 3. COORDINATE UTILITY CONNECTION o I ❑ POINTS WITH PIER 4 THROUGH 7 18 r ® UTILITIES. 39 inW _ a Q LEGEND I ct _ _a i ❑ ®cn 19 REPLACE EXISTING 40 — FW FIRE WATER LINE REPLACE EXISTING v ro — PW o — EXISTING/ POTABLE WATER LINE J o — — 20 `f BULKHEAD — SS _ EXISTING SANITARY 1 VIS Soved. 10/2• '4-— PIER 5 UTILITY 41 LINE TO REMAIN } CONNECTION, FLOW DIRECTION 1 o 9 •v } , le— - SEE NOTE 3 i UTILITY PEDESTAL 42 EXISTING UTILITY PEDESTAL [2] TO BE REPLACED o :IIo a m f a o o a i 21 PIER 5 TO BE REPLACED, TYP. REFER EXISTING SEWER PUMPOUT ELECTRICAL DRAWINGS FOR • / \ ®�TO HYDRANT TO BE REPLACED r x } 1 5 0 PW ss s N PEDESTAL TYPE. EXISTING SEWER PUMPOUT a Submitted by: 11M BLANKENSHIP MOFFAT' & NICH( 2018 6.' 17 PM by ALSTON, �} o FW / - 0 HYDRANT TO REMAIN _ j �� 22 43 FIRE WATER STAND PIPE -25 4= i ® TO REPLACED o 0 8 B / co 44 BE B 5 ' ,0 - ® —EXISTING BULKHEAD 23 I I — ® > # n ## SLIP NUMBERS o „M w M 1 UTILITY CONNECT N, � 1 45 " ,, 2937 SW 27th AVE. S1 COCONUT GROVE, FL 305-230-1924 offatt & nlchol (FL EB 4877) '\945008_P-108; Platted 10/24/ SEE NO 111111��� ���3 24 u) 1 t — EXISTING 25 RETAINING WALL I Igi /� 46 j --- ,f }' 1 rr..rlcl4I I—..:;:;:"', ....:.:. • iiiiiiiiiiiiiiffilii PIER 91/ 47 PIER 7 \; � PW 26 F PWSS • f C: Q9 `o —P FW '�� / � E o .o N ® KEY PLAN . 27 I o I 28 I PIER 8 0 \ — o A z_ �I = I 20' 0'-0" 20' 40' A UO1 29 I— SEAL 1/4 0 1I SCALE: 1"=20' Sheet m '— — 30_ Reference No. MATCHLIN— — — — — E THIS SHEET 1 I DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION P-108 ° INDEX: 47 OF 68 1 I 2 I 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 --,1Y op--- la, BSI' �... yp\�3\lic E-, * lair eerI i # u u F� ' D D i % �?\t4''NJ Ii I y 1 g 71 l Mork I • REPLACE EXISTING nm 1 ..�" POTABLE WATER \ SYSTEM ON PIER 9 �, ■ p ❑ ❑ ❑ DINNER KEY MARINA DCP DRAWINGS PIER 9 PLUMBING PLAN l 18 4: 42 PM by TALSTON PW PW PW PW _ PW W PW d SS PW PW (ID S,S FW SS FW S FWD SS FW SS SS SS SS ® FW FW FW LJ.I Z J 2 C EXISTING BULKHEAD REPLACE EXISTING EXISTING UTILITY PEDESTAL TO BE REPLACED, TYP. REFER H C FIRE SUPPRESSION SYSTEM ON PIER 9 TO ELECTRICAL DRAWINGS FOR \ PEDESTAL TYPE. • 28 • 27 • 26 25 • 24 • 23 • 22 • 21 • 20 • 19 • 18 • 17 • 16 • 15 • 14 • 13 • 12 • 11 • 10 • 9 8 • 7 • 6 • 5 • 4 • 3 • 2 EXISTING EXISTING RETAINING 1 • BULKHEAD WALL g I I I EXISTING TIMBER MOORING PILE, TYP — I W Designed by: Dote: Rev. DSGN DATE REVNO Own by: Ckd by: M&N Project No. DRFT CHKR 9450-08 1v 018 6: 17 PM by ALSTON, 7NA v1S; Saved: 10/24/2 PIER 9 o a d Submitted by: 11M BLANKENSHIP MOFFATT & NICHOL B 1IT NOTES 1", 2CO SW 27th AVE. L COCONUT GROVE, FL 305-230-1924 KO?t & nichol (FL EB 4877) 945008_P-109; Plotted 10/24/2 1. REFER TO P-401 FOR ENLARGED PLUMBING PLAN. q LEGEND li FW _ REPLACE EXISTING FIRE WATER LINE ..... ... ............... .. :•:•:•••••::•:•:--- BMW= BIT _ REPLACE EXISTING — PW POTABLE WATER LINE KEY PLAN o E o EXISTING SANITARY S — LINE TO REMAIN A FLOW DIRECTION ® UTILITY PEDESTAL TO BE REPLACED EXISTING SEWER PUMPOUT 40 HYDRANT TO BE REPLACED EXISTING SEWER PUMPOUT 20' o'—o" 20' 40' 0 Qi HYDRANT TO REMAIN — — SEAL SCALE: 1 "=20' ® FIRE WATER STAND PIPE TO BE REPLACED Sheet m # I I ## SLIP NUMBERS �.L DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. P-109 Q INDEX: 48 OF 68 z ui 1 2 3 4 I 5 DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 Y L � ,_ ......,,,, c�TY OF W'1jo 47 � /934r'i I —'• — W _ r i,aawr Milo 1 �E II � \ °gas) ? PIER 2 s4r.ues���c�-.R b, 4#,S , N ��� ' — .n ❑ • •\ • 1 b4 'MO O. I of 1 - - --- _4, I PIER 3 IL KEY MARINA DRAWINGS LUMBING PLAN .` r��'If o jr 1 •1ri ^ //i' -- //// C / ` /j'\?yC j i "c\� T f 8 // PIER 4 \ ',! ,' , 4"f�`'.�'',' \,',f / ' O , EXISTING VACUUM LIFT STATION TO BE ABANDONED. REPLACE W/MULTIPLE DINNER DCP UPLAND P 8 5:58 PM by TALSTON %' './�� %` ;'� „,,,,;„,,,,,,, ,7 .•„.. PUMP STATIONS (MIN 3 STATIONS) 03 Designed by: Date: Rev. DSGN DATE REVNO Own by: Ckd by: M&N Project No. DRFT CHKR 9450-08 Drawing Scale: Plot scale: 1:1 (D SHEEf)4 018 6. 17 PM by ALSTON, TRAVIS Saved. 10/24/2 ,-..--...„,,. / ,, , 4,..,....... ..,-„,-- , ,,,,„...,, ...,. Jr '!\ ,.. _ j p-� w . , , 1 •; ; c 0 h • 5 Reviewed by: D REVR �- 7� _IIPIER I r '% \ \ t\ \ `;•.10e4. / ' , II 1, I\, �T q-..i EXISTING BULKHEAD '.1 E o „'-- \C=2 F�' w�r --ti_J I —1 •0j %1 1 r I It II 1", 2CO SW 2GR AVE. S1 COCONUT GROVE, FL 305-230-1924 ffaff & nichol (FL EB 4877) 945008-P-110; Plotted 10/24/2 • `` 1 yy , I /// i L011940101 r PIER 6 "-� I¢ 4 4444E4H;+,jA.. 1 o emcoeu ....... / I -' -- KEY PLAN -6 E Ji 1 A J A �I i _• -----p -- \ 1 i, i 1 NOTES A QI o 1 1 I 1 1 21 I, ____� -- 0 1a- ' 1. UTILITY TIE-IN LOCATIONS FOR MARINA UTILITIES SHALL BE LANDSIDE OF EXISTING BULKHEAD. REFER TO AS -BUILT DRAWINGS AND 2018 OLIN 60' 0'-0" 60' 120' o o `' 1 a o , of so SPECIFIC PURPOSE SURVEY FOR APPROXIMATE s.^ o LOCATIONS OF LANDSIDE UTILITIES. SCALE: 1 "=60' PIER Q PIER 7 Sheet m DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. P-110 ,- a INDEX: 49 OF 68 1 I 2 I 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 GNO Op Elgl r9 * III LIEF III El jIIA II IS IIIIIE O lj %Q_ /$ S � D D s EXISTING 3"0 EXISTING SEWER REPLACE EXISTING POTABLE WATER SYSTEM C1 EXISTING WALKWAY PIER 1 s SEWER MAIN TO REMAIN PUMPOUT HYDRANT AND SEWER LATERAL TO REMAIN, TYP P-501 UTILITY PEDESTAL, TYP 0 11 PW PW m PW I. PW SS > DINNER KEY MARINA DCP DRAWINGS ENLARGED PLUMBING PLAN ,> SS SS FW FW FW ► NI FW M REPLACE FIRE SUPPRESSION SYSTEM, FIRE WATER STAND PIPE AND FIRE ENTINGUISHER CABINET, WHERE REVD C4 REPLACE PIPE LATERAL FOR PUMPOUT WHERE PLANS C P-501 SHOWN ON (2 TOTAL) Al Al REPLACE PUMPOUT C P-501 P-501 HYDRANT WHERE SHOWN ON PLANS (8 TOTAL) EXISTING FINGER PIER, TYP a -, Q a 0 n ,;i ro 0 Drawing Scale: Plot scale: 1:1 (D SHEET).• dno \945008_P-401; Plotted 10/24/2018 6: 18 PM by ALS70N, TRAVIS; Saved: 10/24/2 Cl ENLARGED PLUMBING PLAN P-401 SCALE: NTS o. Reviewed by: REVR Submitted by: 11M BLANKENSHIP MOFFAT' & NICHOL LEGEND ,", 2937 SW 27th AVE. STE 101A COCONUT GROVE, FL 33133 305-230-1924 mofatt & nlchol (FL EB 4877) — FW — REPLACE EXISTING FIRE WATER LINE PW — REPLACE EXISTING— POTABLE POTABLE WATER LINE EXISTING SANITARY — SS — LINE TO REMAIN _I U QI A FLOW DIRECTION PEDESTAL El TO TO BE REPLACED EXISTING SEWER PUMPOUT • HYDRANT TO BE REPLACED A `SE" L U o oo o 0 EXISTING SEWER PUMPOUT HYDRANT TO REMAIN Sheet h ® FIRE WATER STAND PIPE TO BE REPLACED DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. P-401 a INDEX: 50 OF 68 1 1 2 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 1 3 I 4 I 5 Elgl r9 GNO OI!I * III LIEF Q_ / S D D s LIGHT 101 11m1 UTILITY PEDESTAL —\ /—� REFER TO ELECTRICAL 2 1/2" STANDPIPE W/FIRE DEPARTMENT ��• s `��_ ��4� DRAWINGS HOSE CONNECTION HOSE BRACKET HOSE BRACKET 4'Ii - II HOSE BIBB, TYP E� II HOSE BIBS, TYP r��1 OO FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER �'�h C TOP OF DECK, TYP 0 ro z m C NER KEY MARINA )CP DRAWINGS UMBING DETAILS Co Z u J I I I I I 2-1/2"0 PIPE TOP OF DECK a I a �1�1� 'I ro o • Designed by: Date: Rev. DSGN DATE REVNO Own by: Ckd by: M&N Project No. DRFT CHKR 9450-08 Drawing Scale: Plot scale: 1:1 (D SHEET).• 3 PM by ALST0A1, TRA u/ Saved: 10/24/2 Cl DETAIL - UTILITY PEDESTAL HOSE BIBB C4 DETAIL - FIRE WATER STANDPIPE P-401 SCALE: NTS P-401 SCALE: NTS Reviewed by: REVR Submitted by: 11M BLANKENSHIP MOFFAT' & NICHOL B 12'-0" 7'-0" 2._6„ E 0 ro EXISTING UTILITY CHASE TOP OF REPLACE STAINLESS STEEL STRAP WHERE REQ'D DECK REPLACE 360' SWIVEL SUCTION PORT HYDRANT, IN -KIND, WHERE SHOWN ON PLANS (8 TOTAL) i I 2937COCONUT GRSW 27thOVEAVE.,FL STE 3 305-230-1924 :hOI (FL EB 4877) 501; Plotted 10/24/2C III II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II Ii1i REPLACE STAINLESS STEEL HYDRANT SUPPORT BRACKET Wc a ;1 WHERE REQb - 4s _ho c ol REPLACE EXISTING 2" PVC VACUUM SEWER PIPE LATERAL - x E m o WHERE SHOWN ON PLANS (2 TOTAL) ¢I A -- EXISTING 3"0 VACUUM SEWER MAIN LINE TO REMAIN �� 14" SQ. PILE, TYP 2._O.. 0._0., 1._G„ 2,_0„ A o ZO- SEAL ` p SCALE: 3/4"=1'-0" o Al SECTION - SEWER PUMPOUT HYDRANT REPLACEMENT SheetReference h P-401 SCALE: 3/4"= 1'-0" DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION No. P-501 Q a INDEX: 51 OF 68 1 1 2 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING A 1 2 POWER SYSTEM BID REQUIREMENT 1. THESE PLANS INDICATE THE GENERAL LOCATIONS OF POWER PEDESTALS, LIGHTING FIXTURES, AND MECHANICAL EQUIPMENT. THE DESIGN —BUILD TEAM (DB) SHALL BE REQUIRED TO PROVIDE ALL ITEMS SHOWN AND ALL ITEMS NECESSARY TO SERVE THE VARIOUS ITEMS INCLUDING ELECTRICAL POWER CONDUIT & WIRING AND COMMUNICATIONS CONDUIT TO THE VARIOUS PEDESTALS AND OTHER ITEMS SHOWN ON THE DRAWINGS AND RFP DOCUMENTS. POWER SHALL BE DISTRIBUTED TO THE POWER PEDESTALS VIA PANELBOARDS SUPPORTED ON THE PIERS. ALL PANELBOARDS SHALL BE HOUSED IN NEMA 3R STAINLESS STEEL ENCLOSURES. ENCLOSURES MOUNTED ON THE PIERS CANNOT EXCEED 24 INCHES IN DEPTH. 2. PRIOR TO COMMENCING CONSTRUCTION, THE DB SHALL PROVIDE A COMPLETE SHOP DRAWING SET DEPICTING THE PROPOSED POWER SINGLE LINE DIAGRAM(S). THE SINGLE LINE DIAGRAM(S) SHALL INCLUDE PANELBOARD RATINGS AND MAIN FEEDER SIZES. ALL CONDUCTORS AND THEIR RESPECTIVE CONDUITS SHALL BE SIZED FOR ALL CIRCUIT RUNS AND THE RESULTS SHALL BE LISTED IN A TABLE OR DEPICTED ON A PLAN VIEW OF THE MARINA. CALCULATED VOLTAGE DROPS FOR ALL CIRCUITS SHALL BE INDICATED ALONG WITH THE CONDUCTOR AND CONDUIT INFORMATION. THE VOLTAGE DROP OF ANY CIRCUIT SHALL NOT EXCEED 5% OF THE CIRCUIT VOLTAGE. A PLAN VIEW OF THE MARINA SHALL BE PROVIDED INDICATING THE LOCATION OF ALL PANELBOARDS, POWER PEDESTALS AND ROUTING OF CONDUITS. SHOW MOUNTING DETAILS OF SUBSTATIONS, PANELBOARDS AND PEDESTALS ON THE SHOP DRAWINGS. THE DB'S PROPOSAL SHALL BE REVIEWED BY THE OWNER REPRESENTATIVE. NO ELECTRICAL EQUIPMENT SHALL BE INSTALLED PRIOR TO PROPOSAL APPROVAL BY THE OWNER REPRESENTATIVE. ELECTRICAL GENERAL NOTES 1. GENERAL CONDITIONS: A. UNDER THIS SECTION THE DB SHALL PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, APPURTENANCES, SERVICES AND SUPERVISION FOR A COMPLETE ELECTRICAL SYSTEM AS SHOWN ON THE DRAWING. ALL MATERIAL AND EQUIPMENT SHALL BE WORKED INTO A COMPLETE, CONVENIENT, AND ECONOMICAL SYSTEM OR SYSTEMS. ALL APPARATUS, PARTS, MATERIAL, AND ACCESSORIES WHICH ARE NECESSARY TO ACCOMPLISH THIS RESULT SHALL BE PROVIDED. MANUFACTURER'S INSTRUCTIONS, WRITTEN OR OTHERWISE, SHALL BE FOLLOWED BY UNLESS SUPERSEDED HERE IN. ALL ITEMS SHOWN ARE NEW AND SHALL BE PROVIDED FOR THE DB UNLESS SPECIFICALLY INDICATED OTHERWISE. B. PROVIDE IS DEFINED TO MEAN THAT THE DB SHALL FURNISH, INSTALL, ADJUST, TEST AND INTEGRATE INTO A COMPLETE SYSTEM THE ITEM INDICATED. INCLUDING ALL HARDWARE WIRING, AND MISCELLANEOUS ITEMS AS NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM. C. DB SHALL GIVE REQUIRED NOTICES, OBTAIN ALL NECESSARY PERMITS, AND PAY PERMIT FEES. D. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE EXTENT OF THE WORK. MINOR VARIATIONS IN LOCATION OF EQUIPMENT SHALL BE MADE UPON WRITTEN APPROVAL OF THE OWNER REPRESENTATIVE AT NO ADDITIONAL CHARGE. E. ALL DIMENSIONS AND ELEVATIONS NOTED ARE ENGLISH UNITS UNLESS OTHERWISE NOTED. F. COOPERATE AND COORDINATE THE WORK OF THIS DIVISION WITH OTHER TRADES. G. THE LATEST EFFECTIVE PUBLICATIONS OF THE FOLLOWING STANDARDS, CODES, ETC. FORM A PART OF THESE SPECIFICATIONS: (1) ALL STATE AND LOCAL BUILDING CODES. (2) SERVICE RULES AND REGULATIONS OF THE LOCAL ELECTRIC UTILITY COMPANY. (3) AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). (4) ASTM INTERNATIONAL (ASTM). (5) BUILDING INDUSTRY CONSULTING SERVICE INTERNATIONAL (BICSI). (6) INTERNATIONAL BUILDING CODE (IBC). (7) INTERNATIONAL FIRE CODES (IFC). (8) INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE). (9) NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA). (10) NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). (11) NATIONAL ELECTRICAL CODE (NEC). (12) TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA). (13) UNDERWRITERS LABORATORIES (UL). (14) ILLUMINATING ENGINEERING SOCIETIES (IES) (15) WI—FI ALLIANCE (WI—FI) 2. SUBSTANTIAL COMPLETION: UPON COMPLETION OF THE ENTIRE WORK, THE DB SHALL PERFORM SUCH TESTS AS REQUIRED BY THE OWNER. THE OWNER SHALL BE GIVEN 48 HOURS NOTICE BEFORE TESTS ARE MADE. THE DB SHALL FURNISH THE ENGINEER A CERTIFICATE OF APPROVAL FROM THE LOCAL INSPECTION AUTHORITY HAVING JURISDICTION. 3. WARRANTY: DB SHALL FURNISH WRITTEN WARRANTY, COUNTERSIGNED, AND GUARANTEED BY THE DB, STATING THAT THE WORK EXECUTED UNDER THIS DIVISION OF THE SPECIFICATIONS SHALL BE FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF 12 MONTHS FROM DATE OF FINAL ACCEPTANCE. DEFECTS DEVELOPING DURING THAT PERIOD SHALL BE CORRECTED WITHOUT COST TO THE OWNER. 4. IT IS THE RESPONSIBILITY OF THE OWNER TO MAINTAIN THE INTEGRITY OF THE SYSTEMS. DB SHALL PROVIDE OWNER WITH COMPLETE OPERATION AND MAINTENANCE INFORMATION FROM EQUIPMENT MANUFACTURERS. 5. SIX COMPLETE SCHEDULES OF MATERIALS AND EQUIPMENT PROPOSED FOR INSTALLATION SHALL BE SUBMITTED TO THE ENGINEER WITHIN 30 DAYS AFTER AWARD OF THE CONTRACT. THE SCHEDULES SHALL INCLUDE CATALOG CUTS, DIAGRAMS AND SUCH OTHER DESCRIPTIVE DATA AND/OR SAMPLES AS MAY BE REQUIRED BY THE ENGINEER. LIGHTING FIXTURE SUBMITTALS SHALL INCLUDE PHOTOMETRIC REPORTS BY INDEPENDENT TESTING LABORATORIES FOR EACH FIXTURE INDICATED BASED ON IES PUBLISHED PROCEDURES. 3 6. SUBMITTALS THAT DO NOT BEAR THE GENERAL DB'S STAMP OF APPROVAL THEREON WILL BE REJECTED WITHOUT REVIEW. 2. GENERAL MATERIAL REQUIREMENTS: A. B. C. D. E. F. G. H. J. K. EQUIPMENT AND PRODUCTS TO BE USED SHALL BE REVIEWED AND APPROVED BY OWNER PRIOR TO PLACING ORDER OR PURCHASE. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE LABEL OF A NATIONALLY RECOGNIZED TESTING AGENCY AND SHALL BE INSTALLED IN THE MANNER FOR WHICH IT IS DESIGNED AND APPROVED. ALL MATERIAL, INCLUDING CONDUIT BODIES, FITTINGS AND MOUNTING HARDWARE INSTALLED OUTSIDE SHALL BE APPROVED WEATHERTIGHT CORROSION RESISTANT (STAINLESS STEEL), UNLESS NOTED OTHERWISE. DB SHALL INSPECT MATERIALS DELIVERED TO SITE FOR DAMAGE. UNLOAD AND STORE WITH MINIMUM HANDLING. STORE MATERIALS ON SITE IN ENCLOSURES OR UNDER PROTECTIVE COVERING. STORE PLASTIC PIPING UNDER COVER OUT OF DIRECT SUNLIGHT. DO NOT STORE MATERIALS DIRECTLY ON THE GROUND. KEEP INSIDE OF CONDUITS, FITTINGS AND EQUIPMENT FREE OF DIRT AND DEBRIS. HANDLE CONDUIT, FITTINGS, AND OTHER ACCESSORIES IN SUCH MANNER AS TO ENSURE DELIVERY TO THE INSTALLATION LOCATION IN A SOUND UNDAMAGED CONDITION. STARTERS, CONTROLLERS, INDICATING LIGHTS, ETC.; AND CONTROL WIRING AND WIRING FOR REMOTE STATIONS REGARDLESS OF VOLTAGE SHALL BE PROVIDED UNDER THE DIVISION PROVIDING THE RESPECTIVE MOTOR AND/OR EQUIPMENT UNLESS OTHERWISE INDICATED. SUPPORTS AND HARDWARE SHALL BE TYPE 316 STAINLESS STEEL. SUBMIT SHOP DRAWINGS OR CATALOG DATA FOR REVIEW AND APPROVAL. A DIELECTRIC ISOLATION SHEET SHALL BE PLACED WHERE DISSIMILAR METALS CONTACT ON THE SUPPORT. PANELBOARDS, ENCLOSED CIRCUIT BREAKERS AND SAFETY SWITCHES, WHEN APPLICABLE, SHALL BE MANUFACTURED BY THE SAME MANUFACTURER. WIRING DEVICES SHALL BE MANUFACTURED BY ONE MANUFACTURER. SUBSTITUTION OF MATERIAL AND EQUIPMENT: THE NAME OF A CERTAIN BRAND, MAKE, MANUFACTURER OR DEFINITE SPECIFICATION IS TO DENOTE THE QUALITY STANDARD OF ARTICLE DESIRED. SUBSTITUTION OF ANY OTHER BRAND, MAKE, OR MANUFACTURER, WHICH IN THE OPINION OF THE ENGINEER IS RECOGNIZED THE EQUAL OF THAT SPECIFIED MAY BE ACCEPTED. PROVIDE ENGRAVED PLASTIC NAMEPLATES ON ALL DISTRIBUTION EQUIPMENT AND PANELS, SECURED BY MEANS OF STAINLESS STEEL RIVETS. TAPES AND ADHESIVES ARE NOT ACCEPTABLE. UNLESS NOTED OTHERWISE, ALL PANEL BUSES, FEEDER CONDUCTORS AND BRANCH CIRCUIT WIRING SHALL BE COPPER. ALL WIRE SHALL BE UL LISTED, RATED FOR 600 VOLTS, NO. 12 MINIMUM SIZE, UNLESS NOTED OTHERWISE. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED. 3. GENERAL INSTALLATION REQUIREMENTS: A. INSTALL MATERIALS AND EQUIPMENT IN FIRST CLASS AND WORKMANLIKE MANNER AND RUN CONCEALED, EXCEPT AS INDICATED. B. POWER WIRING AND POWER CONNECTIONS TO EQUIPMENT SHALL BE PROVIDED UNDER "ELECTRICAL" UNLESS OTHERWISE INDICATED ON THE ELECTRICAL DRAWINGS. WHEN SUBSTITUTED MOTORS AND/OR EQUIPMENT REQUIRES ELECTRICAL MODIFICATIONS, THE COST OF THE ELECTRICAL MODIFICATIONS AND COORDINATION SHALL BE INCLUDED UNDER THE DIVISION PROVIDING THE MOTOR AND/OR EQUIPMENT. C. THE ELECTRICAL DB SHALL NOT BORE, NOTCH OR IN ANY WAY CUT INTO ANY STRUCTURAL MEMBER, WITHOUT APPROVAL FROM THE ENGINEER. THE ELECTRICAL DB SHALL PROVIDE SUPPORT FOR ALL ELECTRICAL EQUIPMENT TO COMPLY WITH THE REQUIREMENTS OF THE LATEST ADOPTED BUILDING CODE AND ALL LOCAL ORDINANCES. D. SCHEDULING, LINE SHUTDOWN, DRAINAGE, TIE—IN, CONDUIT SUPPORTS, INSTALLATION OF NEW LINE, WALL PENETRATIONS, AND EQUIPMENT PLACEMENTS, TESTING, WARNING TAPE, BACKFILL, SURFACING, LANDSCAPING, ACTIVATION OF SERVICE, ETC., SHALL COMPLY WITH THE LOCAL BUILDING CODE STANDARDS AND REGULATIONS AND SHALL BE COORDINATED WITH THE LOCAL CODE OFFICIAL AND THE FIRE DEPARTMENTS. PRIOR APPROVAL OF AND NOTICE TO PROCEED WITH CONCEALING ELECTRICAL WIRING AND FINAL CONNECTIONS ARE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. E. THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL WITNESS TESTING. F. DB SHALL VERIFY ALL EXISTING UTILITY LOCATIONS IN THE FIELD BEFORE STARTING WORK. PROPERTY OWNERS SHALL BE NOTIFIED 48 HOURS PRIOR TO THE START OF SHUTDOWN. THE DB SHALL FIELD VERIFY THE POINTS OF CONNECTIONS AND PHASED CONSTRUCTION TIE—INS. LOCATIONS OF PIPING AND APPURTENANT FITTINGS SHOWN ON THE DRAWINGS ARE APPROXIMATE. IT IS INTENDED THAT SUCH ITEMS BE LOCATED BASED ON EXACT LOCATIONS DETERMINED IN THE FIELD AND THE SUPPLIED MATERIALS. G. DB SHALL PROVIDE ALL NECESSARY PROTECTIVE MEASURES TO SAFEGUARD EXISTING UTILITIES TO REMAIN FROM DAMAGE DURING CONSTRUCTION OF THIS PROJECT. SHOULD SPECIAL EQUIPMENT BE REQUIRED TO WORK OVER AND AROUND THE UTILITIES, DB SHALL BE REQUIRED TO FURNISH SUCH EQUIPMENT. THE COST OF PROTECTING UTILITIES FROM DAMAGE AND FOR FURNISHING SPECIAL EQUIPMENT SHALL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS OF CONSTRUCTION. H. DIELECTRIC COUPLINGS/FLANGES SHALL BE USED AT DISSIMILAR METAL PIPING CONNECTIONS. I. THE ELECTRICAL DB SHALL INSTALL ALL CONDUITS AND WIRES WITH A MINIMUM NUMBER OF BENDS AND IN SUCH A MANNER AS TO CONFORM TO THE STRUCTURE. AVOID OBSTRUCTIONS, AND MEET ALL STRUCTURAL CODE REQUIREMENTS. THESE DRAWINGS ARE PRIMARILY DIAGRAMMATIC, AND DO NOT SHOW ALL SUCH REQUIRED BENDS, OFFSETS, FITTING, BOXES, ETC.. J. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY NATIONAL ELECTRICAL CODE. POWER CONDUITS SHALL HAVE AN INSULATED COPPER, CODE SIZED GROUND WIRE INSTALLED. K. VEHICULAR ACCESS MUST BE PROVIDED AND MAINTAINED SERVICEABLE THROUGHOUT CONSTRUCTION. 4 5 4. CONDUIT REQUIREMENTS: A. ALL CONDUIT SHALL FOLLOW THE GENERAL ARRANGEMENT SHOWN. CONDUIT SHALL BE RUN ESSENTIALLY AS INDICATED, CARE BEING TAKEN TO AVOID INTERFERENCE WITH OTHER PIPING, CONDUIT OR EQUIPMENT. BEFORE JOINTING AND INSTALLATION OF CONDUIT, THOROUGHLY CLEAN INTERIORS OF CONDUIT, AND COMPONENTS. MAINTAIN CLEANLINESS BY CLOSURE OF CONDUIT OPENINGS WITH CAPS OR PLUGS. THE DB SHALL ENSURE SUFFICIENT CONDUIT FLEXIBILITY AND ANCHORAGE IS PROVIDED FOR ALL LINES FOR THERMAL EXPANSION AND CONTRACTION, PRESSURE AND FLEXING. THE STRUCTURE AND COMPONENTS SHALL ACCOMMODATE THE CONDUIT LAYOUT REQUIREMENTS SUCH THAT THE CONDUIT SHALL NOT BECOME OVERSTRESSED. THE CONDUIT SHALL BE PROPERLY SUPPORTED AND ANCHORED. CONDUIT AND FITTINGS SHALL CONFORM TO THE FOLLOWING: B. C. D. E. F. G. H. J. K. L. (1) RIGID STEEL — ANSI C80 (HOT DIPPED GALVANIZED). (2) PLASTIC CONDUIT (PVC) — NEMA TC-2 AND TC-3. (3) LIQUID —TIGHT FLEXIBLE METAL CONDUIT — UL-360. CONDUIT SHALL BE RUN CONCEALED, EXCEPT CONDUIT MAY BE EXPOSED AS APPROVED BY THE ENGINEER. WHERE FLEXIBILITY IS REQUIRED, PROVIDE LIQUID TIGHT FLEXIBLE METAL CONDUIT EXCEPT AS INDICATED OTHERWISE. CONDUITS RUN EXPOSED SHALL BE GALVANIZED RIGID STEEL. MINIMUM SIZE CONDUIT SHALL BE THREE—QUARTER INCH WITH LARGER SIZES AS REQUIRED BY THE NATIONAL ELECTRICAL CODE FOR NUMBER OF WIRES CONTAINED THEREIN. CONDUITS FOR COMMUNICATIONS CIRCUITS SHALL BE THREE QUARTER INCH DIAMETER MINIMUM FOR A SINGLE CABLE, ONE INCH DIAMETER MINIMUM FOR MORE THAN ONE CABLE AND LARGER CONDUIT DIAMETERS AS DIRECTED BY TIA AND BICSI RECOMMENDATIONS. RIGID CONDUIT FITTINGS SHALL BE THREADED. FLEXIBLE CONDUIT SHALL HAVE A PLASTIC COVERING IN ACCORDANCE WITH NEC. FITTINGS SHALL BE STANDARD UL APPROVED WITH GROUND CONNECTOR. WATERTIGHT CONNECTORS SHALL BE USED WITH FLEXIBLE CONDUIT, MINIMUM 18 INCHES IN LENGTH, SHALL BE USED FOR CONNECTIONS TO MOTORS, DRY TYPE SUBSTATIONS AND OTHER EQUIPMENT SUBJECT TO VIBRATION. EXPOSED CONDUITS SHALL BE RUN PARALLEL AND PERPENDICULAR TO STRUCTURES AND SHALL BE SUPPORTED AS SPECIFIED AND IN ACCORDANCE WITH NEC. CONDUIT SUPPORTS SHALL BE APPROVED WALL BRACKETS, TO METAL SURFACES WITH MACHINE SCREWS; AND TO WOOD WITH WOOD SCREWS. ANY FORM OF TIE WIRE IS UNACCEPTABLE. PROVIDE EXPANSION FITTINGS WHERE CONDUITS CROSS EXPANSION JOINTS. PROVIDE SLIP JOINTS AS NECESSARY FOR THERMAL EXPANSION AND CONTRACTION. CONDUIT TERMINATIONS AND CONDUIT STUBS SHALL HAVE INSULATING BUSHINGS. CONDUITS PASSING THROUGH BULKHEADS, CONCRETE WALLS, FLOORS OR FOOTINGS AND SLAB ON GRADE SHALL BE MADE WATERTIGHT. PROVIDE PIPE SLEEVES WITH ONE—HALF INCH MINIMUM CLEARANCE AROUND THE CONDUIT AND CAULK WITH ASKUM AND SEALANT. M. PROVIDE 12" MINIMUM SEPARATION BETWEEN ELECTRICAL DUCT AND OTHER UTILITIES. 5. WIRING REQUIREMENTS: A. THE ENTIRE WIRING SYSTEM SHALL BE TESTED FOR SHORT CIRCUITS, GROUNDS AND INSULATION RESISTANCE BETWEEN CONDUCTORS AND TO GROUND PRIOR TO COMPLETION OF PROJECT. B. WIRE AND CABLE SHALL BE INSTALLED IN CONDUIT EXCEPT AS SPECIFICALLY INDICATED OTHERWISE C. WIRE AND CABLE SHALL BE COPPER, 600 VOLT INSULATION, MINIMUM SIZE NO. 12, TYPE "THWN" OR "XHHW" AS APPLICABLE, UNLESS OTHERWISE INDICATED ON DRAWINGS. D. WIRES NO. 10 AND 12 AWG SHALL BE CONNECTED WITH COIL SPRING INSERT "WIRE —NUT" OR "WING —NUT" CONNECTORS MANUFACTURED BY IDEAL INDUSTRIES OR APPROVED EQUAL. CONNECTORS SHALL BE RATED 600 VOLTS. E. WIRE SHALL BE COLOR CODED AS FOLLOWS: 480Y/277V SYSTEM PH A — BRN PH B — ORN PH C — YEL NEUT — GRY GND — GRN W/YEL STRIPE GND — GRN LEGEND (REFER TO RFP DOCUMENTS) El m c 0 120/240V 1 PH SYSTEM PH A — BLK PH B — RED NEUT — WHT W/GRY STRIPE GND — GRN W/WHT STRIPE (A1) 1-30 AMP SINGLE SLIP PEDESTAL (A2) 2-30 AMP DUAL SLIP PEDESTAL (B1) 1-30 AMP & 1-50 AMP SINGLE SLIP PEDESTAL (B2) 1-30 AMP & 2-50 AMP DUAL SLIP PEDESTAL (C1) 2-50 AMP SINGLE SLIP PEDESTAL (C2) 4-50 AMP DUAL SLIP PEDESTAL (D1) 2-50 AMP & 1-100 AMP SINGLE SLIP PEDESTAL (D2) 4-50 AMP & 2-100 AMP DUAL SLIP PEDESTAL PANELBOARD MARINE SUBSTATION -0- LIGHT BOLLARD ❑T TRANSFORMER SOLAR NAVIGATION LIGHT (CARMANA STYLE OR EQUAL) NOTE: PROVIDE 30mA CIRCUIT BREAKERS IN PEDESTAL FOR ALL 30 AMP AND 50 AMP SHORE POWER RECEPTACLES. DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION A ui z wz a O N Z Z JOZ Uw cC C7 w I- w J J m wa `SEAL Sheet Reference No. E-001 1 2 3 4 5 INDEX: 52 OF 68 DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 GNO/ . i s REPLACE EXISTING ELECTRICAL CONDUCTORS. * ,�,,, IMF. NEW CONDUCTORS THROUGH EXISTING • CONDUITS TO 480V PANELBOARD ON PIER 2 EXISTING \c 4,,`" II 0 9 O e t • • CONDUIT SIZES 1 IIX CJ (7) 2„ 0_ (4) 2 1/2" • I D EXISTING ELECTRICAL VAULTS D s • I I I — NOTES III ■� PIER 2 1. LIGHT BOLLARDS SHOWN FOR INFORMATION ONLY. QUANTITY, LUMEN OUTPUT AND LOCATION SHALL BE BASED ON PHOTOMETRIC ® / STUDY DB AND CONFIGURED TO MEET LIGHTING CRITERIA IESNA EXISTING UNDERGROUND -TO ELECTRICAL CONDUITS 1 ♦ I EY RECOMMENDATIONS: EXISTING ELECTRICAL VAULTS, ROUTE TO 480V O •�� •• LIGHTING CRITERIA 1 '�4\ 1.0fc AVERAGE — PANELBOARD LOCATED ON PIER 1 EXISTING %, 0.2fc MINIMUM CONDUIT SIZES a EXISTING ELECTRICAL VAULTS N. ° 2. WI-FI ACCESS POINT LOCATIONS, QUANTITIES AND SYSTEM (2) 2 1/2" (2) 2" CONTROLLER (LOCATED IN DINNER KEY MARINA SERVER ROOM) ARE e 9 0\4,0 o NOT SHOWN. DESIGN AND PROVIDE WI-FI CONNECTIVITY CAPABILITY TO ALL BOATS IN MARINA. 3. SECURITY/GATE ACCESS CONTROL COMPONENTS, INCLUDING CCTV a AREA A, UTILITY FURNISHED TRANSFORMER, ' / \ 1 J�` ® ❑ PROVIDE NEW CONDUCTORS THROUGH EXISTING SYSTEM ARE NOT SHOWN. PROVIDE SECURITY/GATE ACCESS FOR DINNER KEY MARINA DCP DRAWINGS LANDSIDE ELECTRICAL PL (1 OF 2) 3 2.' 34 PM by DAUCOIN 7 PROVIDE ELECTRICAL TO REPLACE EXISTING DISTRIBUTION EQUIPMENT DISCONNECTS. REUSE EXISTING ❑ / / CONDUITS TO 480V PANELBOARD ON PIER 3 EACH PIER, COORDINATE SECURITY REQUIREMENTS WITH DINNER KEY MARINA OPERATIONS PERSONNEL. PROVIDE CCTV COVERAGE UNDERGROUND CONDUIT. ROUTE TO 480V PANELBOARDS, a EXISTING PER RFP REQUIREMENTS. ® ®® CONDUIT SIZES C PROVIDE ELECTRICAL REPLACE REUSE COORDINATE PUMP LOCATED ON PIER 1 AND PIER 2. DISTRIBUTION EQUIPMENT TO SEWER PUMP OUT SYSTEM. EXISTING UNDERGROUND CONDUIT. OUT ELECTRICAL REQUIREMENTS ^^ I x ' r x I• — x ' \ (11) o (3) 2" 2 1/2" 4. EXISTING TELEPHONE AND COMMUNICATION UNDERGROUND CONDUITS ARE NOT SHOWN, UPON COMPLETION OF TELEPHONE SYSTEM DEMOLITION, THESE CONDUITS MAY BE AVAILABLE FOR ••ALTERNATE/FUTURE USAGE. ANY UNUSED CONDUITS AFTER INSTALLATION OF PIER ELECTRICAL SUPPLY ARE TO BE LABELED C WITH MECHANICAL/UTILITY DESIGN. =111jE ©X I x� AAA • (BOTH SIDES), CAPPED AND SEALED. I❑ — _ = LEGEND (REFER TO RFP DOCUMENTS) ,� PIER 3 ® (Al) 1-30 AMP SINGLE SLIP PEDESTAL - Cr,' t, • - - m (A2) 2-30 AMP DUAL SLIP PEDESTAL I 1 d by:Date: Rev. .1gee DLA 10.17.18 — Drawing Scale: Plot scale:1:1 (D SHEEf)4 by AUCOIN, DA VID; Saved' 10/24/2C _ ❑ RI (61) 1-30 AMP Sc 1-50 AMP SINGLE SLIP PEDESTAL - ,S' � // 4' i ❑ (62) 1-30 AMP & 2-50 AMP DUAL SLIP PEDESTAL 0 (C1) 2-50 AMP SINGLE SLIP PEDESTAL E (C2) 4-50 AMP DUAL SLIP PEDESTAL . o a m • 8Q8 • 0 (Di) 2-50 AMP & 1-100 AMP SINGLE SLIP PEDESTAL g It'll / X x,°��\ O ! J ■ a AREA PROVIDE TO REUSE B, UTILITY ELECTRICAL REPLACE EXISTING EXISTING FURNISHED DISTRIBUTION 4X NEMA UNDERGROUND TRANSFORMER, EQUIPMENT DISCONNECTS. CONDUIT. p (D2) 4-50 AMP & 2-100 AMP DUAL SLIP PEDESTAL MI PANELBOARD a MARINE SUBSTATION m a hewed by: DJS 'miffed by: A BLANKENSHIP )FFATt & NICHOL PROVIDE NEW CONDUCTORS CONDUITS TO 480V THROUGH EXISTING ,, , PANELBOARD ON PIER 8 ���IIIIII 1 �' o o - Q ROUTE LOCATED TO CIRCUIT ON PIER SINGLE LINE TO 480V PANELBOARDS 3, PIER 4, DIAGRAM. AND PIER 8 REFER -I. - LIGHT BOLLARD , B EXISITNG o 0 TRANSFORMER is o o N F 018 3:45 PM CONDUIT SIZES (2) 2 1/2„ _ \ o PROVIDE NEW CONDUCTORS TO 480V PANELBOARD THROUGH EXISTING ON PIER 4 GATION LIGHT SOLAR VISTYLE OR EQUAL) (CARMANA^M wM �-2 o EOX CONDUIT STING SIZES ` ", 2937COCONUT GROVE, SW 27tH AVE. FLSl 305-230-1924 Hatt & nlchol (FL EB 4877) 945008_E-010; Plotted: 10/26/2 :_tl (5) (1) 2 1/2" 3 it. . , _ _______________ _______ .,____ o It a - �i1 _ , _ _ 1� PIER 4 ..... E��IIII KEY PLAN e I I I ;1 x A r_ EXISTING A o Q �i Q ELECTRICAL h VAULTS 30' 0' 30' 60' o I • SEAL p SCALE: 1"=30' h Sheet m DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. E-01 0 a INDEX: 53 OF 68 1 1 2 I 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 1 2 1 3 1 4 1 5 C a, ,!%' 4 MATCHLINE THIS SHEET cvG' �+ f '%y 1 / / ., -' ;z * ILILI III1F1 :,o ,'/; ,; ; `, ' f . ' !% `.,'.': ; as ' ✓ REPLACE EXISTING 480V, 30 CONDUCTORS �` TO PIER 6 PANELBOARD, INCLUDES CONNECTIONS TO PIER 8 III 4,, ,, 11 ¢, C 9 a, ''°".... a f / ` /' `��`; ......5 PEDESTALS, REFER TO SINGLE LINE DIAGRAMS FOR DETAIL J / PIER E R 6 ° R` „ %: v o`. � w' ' EXISTING - - /''`,„& ` /; ,, / q J — — e•••'— —sue:- CONDUIT SIZES: , ,(�7 D / SEWER PUMP OUT LIFT STATION. C.. �' COORDINATE PUMP(S) ELECTRICAL " I• (2) 3" ,,, - " I {�' I -- E ❑ D f % REQUIREMENTS WITH UTILITY , .'i1S MECHANICAL DESIGN, ``�;� / / i O �� UE�� ❑ \ `` "D" �� , �� �' ii,% / \ I AREA UTILITY FURNISHED TRANSFORMER. ' ;%% ��L` % �' :.. Y ;;. . :,, PROVIDE ELECTRICAL DISTRIBUTION EQUIPMENT TO REPLACE EXISTING NEMA 4X DISCONNECTS. M ,'% ,; , /, ,% , ‘'," �.., • ' , �-a �`y' '. '' " %' REUSE EXISTING UNDERGROUND CONDUIT. I ,- ROUTE NEW CIRCUIT TO NEW 480V PANELBOARD �' ```` '' i ' ' AREA "C", UTILITY FURNISHED TRANSFORMER, A PROVIDE 480V, LOCATED ON PIER ` •— — -u / a G `., PROVIDE ELECTRICAL DISTRIBUTION EQUIPMENT TO F 30 CONDUCTORS �y REPLACE EXISTING NEMA 4X DISCONNECTS ,,i TO PIER 5 PANELBOARD \ e ❑ REUSE EXISTING UNDERGROUND NOTE: INCLUDES CONNECTION �__---- ,jY CONDUIT ROUTE CIRCUITS TO 480V PANELBOARDS_LOCATED AS NOTED IN DRAWINGSDA TO PIER 8 PEDESTALS, REFER I \ TO LINE DIAGRAMS q ' �4 /; ,% y 0 �`,` I I SINGLE I EXISTING CONDUIT SIZES: I / I `` 2" La \ r !,; ',, ;,%' '' o`. ' `' I l \ (12) Z J ?,Y' '/; R KEY MARINA DRAWINGS ELECTRICAL PI (2 OF 2) fs 0 4 Lt LANDSIDE J 2.57 PM by DAUCOIN e / f ' " L \ RPROVIDE CONDUCTORS \ TO PIER 7 PANELBOARD, PIER 5 IN o i'� -_ // _ "" �Ji „= '`: ,' �� ay EXISTING CONDUITZ. `� CONNECTIONS TO I PEDESTALS, REFER GR NEW CONDUCTORS -_____-- • LINE DIAGRAMS PO INCLUDES PIER 8 TO SINGLE FOR DETAIL THROUGH EXISTING CONDUITS EXISTING ,- "' - w (lo 4 of --- T V P NELBOAR P9 1 Z CONDUIT SIZES: 1 1 ted by: Drawing Scale: ANKENSHIP 1"f & NICHOL Piot scale:1:1 (D SHEET) -ino \ 945008_E-011; Plotted. 10/26/2018 3: 45 PM by AUCOIN, DA VID; Saved; 10/24/20 � "" >i� AT BULKHEAD \ (6) 2" EXISITNGg CONDUIT SIZES: 3 3" a I� () . lam° (1) 2" o __ r \ \ DINNER KEY MARINA BUILDING. \ N1 1 \ \ , COORDINATE COMMUNICATION, �� •PIER • 7 a 1 \ ;, ' \ 1 as ,\ SECURITY REQUIREMENTS, AND , PROVIDE 480V, • " , , \ , ,, , -,•-: y,-" LOCATIONS WITH BUILDING 30 CONDUCTORS - , 1 , , , , \ , sm"� -; PERSONNEL. SURVEY AND T 11TO PIER 7 PANELBOARD - o E B N `p \ 9, •�>_ • IDENTIFY AVAILABLE CONDUITS `' LEGEND (REFER TO RFP DOCUMENTS) F t n \ FROM BUILDING OUT TO NOTES ,", 2937 SW 27th AVE. STE 101A COCONUT GROVE, FL 33133 305-230-1924 motion & nlchol (FL EB 4877) gm;..;.,%-=""`�- a ._';%;= ' PIER SERVICES °.a=""sg `"` ' � %, "' '` „ 1 1,1%\1\ i , • 1 11 `-`1 11 --------__- / ii a° �y 1. LIGHT BOLLARDS SHOWN FOR INFORMATION ONLY. QUANTITY, ® (Al) 1-30 AMP SINGLE SLIP PEDESTAL LUMEN OUTPUT AND LOCATION SHALL BE BASED ON PHOTOMETRIC m (A2) 2-30 AMP DUAL SLIP PEDESTAL STUDY BY DB AND CONFIGURED TO MEET LIGHTING CRITERIA IESNA ® (B1) 1-30 AMP & 1-50 AMP SINGLE SLIP PEDESTAL RECOMMENDATIONS: (B2) 1-30 AMP & 2-50 AMP DUAL SLIP PEDESTAL -' - - ; 1 & >, LIGHTING CRITERIA A (C1) 2-50 AMP SINGLE SLIP PEDESTAL ((%,,,;,«=; , " ° = =a2 % 1 \\ "��..- N ' - --• • 1.0fc AVERAGE C (C2) 4-50 AMP DUAL SLIP PEDESTAL 0.2fc MINIMUM p (D1) 2-50 AMP & 1-100 AMP SINGLE SLIP PEDESTAL 2. WI-FI ACCESS POINT LOCATIONS, QUANTITIES AND SYSTEM 0 (D2) 4-50 AMP & 2-100 AMP DUAL SLIP PEDESTAL CONTROLLER (LOCATED IN DINNER KEY MARINA SERVER ROOM) ARE PANELBOARD NOT SHOWN. DESIGN AND PROVIDE WI—FI CONNECTIVITY CAPABILITY MARINE SUBSTATION TO ALL BOATS IN MARINA. 4- LIGHT BOLLARD --- '' w o o I,R 0 3. SECURITY/GATE ACCESS CONTROL COMPONENTS, INCLUDING CCTV SYSTEM ARE NOT SHOWN. PROVIDE SECURITY/GATE ACCESS FOR 0 TRANSFORMER EACH PIER, COORDINATE SECURITY REQUIREMENTS WITH DINNER 4 SOLAR NAVIGATION LIGHT (CARMANA STYLE OR EQUAL) d KEY MARINA OPERATIONS PERSONNEL. PROVIDE CCTV COVERAGE q PER RFP REQUIREMENTS. 4. EXISTING TELEPHONE AND COMMUNICATION UNDERGROUND ARE TELEPHONE ( ' j "!;!;!;!Y1;ii i Q A w 11_ MATCHLINE THIS SHEET CONDUITS NOT SHOWN, UPON COMPLETION OF SYSTEM DEMOLITION, THESE CONDUITS MAY BE AVAILABLE FOR ALTERNATE/FUTURE USAGE. ANY UNUSED CONDUITS AFTER INSTALLATION OF PIER ELECTRICAL SUPPLY ARE TO BE LABELED (BOTH SIDES), CAPPED AND SEALED. 1 -- _—_—_—_-' 11 1 1' —.....• :.:.;• • " " ` •'•' ;':;.;;.• ."";;::;.„ 20' 20' 40' A ° of o NWONOWSEAL — p SCALE: 1"=20' Sheet o, KEY PLAN DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. E-011 Q a INDEX: 54 OF 47 1 1 2 1 3 I 4 I 5 DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 GYTYOp * ilLlll IIIIFI It 11 L o\R 'II \ ll l9` • • • • • • • • • • • • • MARINE SUBSTATION MARINE SUBSTATION • • P1-36 • "P1SB-1", NEMA 3R, SS "P1SB-2", NEMA 3R, SS $ MARINE SUBSTATION D P1-35/34 P1-33/32 P1-31/30 P1-29/28 P1-27/26 P1-25/24• • "P1SB-3", NEMA 3R, SS D • • P1-23 P1-22 • S P1-37/38 • • SOLAR ■ 1:. .. NAVIGATION LIGHT, TYP /1 I /1 rIl,® 1/ — 4/0- 1 { • P1-21 CAL PLAN • • PI -3/4 P1-19/20 • • P1-1/2 P1-5/6 P1-7/8 P1-9/10 P1-11/12 P1-13/14 P1-15/16 P1 •17/18 • UTILITY PEDESTAL, . • z SEE LEGEND FOR PANELBOARD "P1-1" z RECEPTACLE NEMA 3R, SS, REFER a C P1-41/42� • CONFIGURATION (TYP) TO SINGLE LINE DIAGRAMS • ® C DINNER KEY I DCP DRAW PIER 1 ELECTRI J 2: 57 PM by DAUCOIN LIGHT BOLLARD (TYP) • • • P1-43/44� • PIER 1 CO I•••• Designed by: Date: Rev. DLA 10.17.18 — Drawing Scale: Plot scale: 1:1 (D SHEEI)4 'M by AUCOIN, DAVID; Saved: 10/24/20 • I g • P1-46/46 • Submitted by: 11M BLANKENSHIP MOFFAT' & NICHOL • V a5' - 1 B a a V 1 v , \ EXISTING ELECTRICAL VAULTS, TYP ' n tt ,", 2937 SW 27th AVE. STE COCONUT GROVE, FL 3: 305-230-1924 motfatt & nlchol (FL EB 4877) -ino \ 945008_E-101; Plotted: 10/26/201 t ` �t �� p 0 EXISTING BULKHEAD li I` ... `il p NOTES LEGEND (REFER TO RFP DOCUMENTS) O 1. LIGHT BOLLARDS SHOWN FOR INFORMATION ONLY. QUANTITY, ® (q1) 1-30 AMP SINGLE SLIP PEDESTAL LUMEN OUTPUT AND LOCATION SHALL BE BASED ON PHOTOMETRIC KEY PLAN ,.o STUDY BY DB AND CONFIGURED TO MEET LIGHTING CRITERIA IESNA CIO(A2) 2-30 AMP DUAL SLIP PEDESTAL RECOMMENDATIONS: ® (BI) 1-30 AMP & 1-50 AMP SINGLE SLIP PEDESTAL SIGHTING CRITERIA WI (B2) 1-30 AMP & 2-50 AMP DUAL SLIP PEDESTAL , -08\0500_CAD \_Active \_M A • 1.0fc AVERAGE 0 (C1) 2-50 AMP SINGLE SLIP PEDESTAL • 0.2fc MINIMUM C (C2) 4-50 AMP DUAL SLIP PEDESTAL p (D1) 2-50 AMP & 1-100 AMP SINGLE SLIP PEDESTAL 2. WI-FI ACCESS POINT LOCATIONS, QUANTITIES AND SYSTEM 0 (D2) 4-50 AMP & 2-100 AMP DUAL SLIP PEDESTAL CONTROLLER (LOCATED IN DINNER KEY MARINA SERVER ROOM) ARE IM PANELBOARD NOT SHOWN. DESIGN AND PROVIDE WI-FI CONNECTIVITY CAPABILITY 20' 0'-0" 20' 40' A TO ALL BOATS IN MARINA. MARINE SUBSTATION — — sEn -®- LIGHT BOLLARD SCALE: 1 "=20' h 3. SECURITY/GATE ACCESS CONTROL COMPONENTS, INCLUDING CCTV Sheet m SYSTEM ARE NOT SHOWN. PROVIDE SECURITY/GATE ACCESS FOR 0 TRANSFORMER PIER, COORDINATE SECURITY REQUIREMENTS WITH DINNER _hi KEY MARINA OPERATIONS PERSONNEL. PROVIDE CCTV COVERAGE} SOLAR NAVIGATION LIGHT PER RFP REQUIREMENTS. (CARMANA STYLE OR EQUAL) DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. E-101 "4EACH ° INDEX: 55 OF 68 6 1 I 2 I 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 1 2 1 3 1 4 I 5 \ u t CM i\c_ 19 rri 2 u • D - MARINE SUBSTATION MARINE SUBSTATION "P2SB-1", NEMA 3R "P2SB-2", NEMA 3R -480V PANELBOARD "P2-1" MARINE SUBSTATION D • NEMA 3R ENCLOSURE "P2SB-3", NEMA 3R • 43 P2-54 P2/0 p27/46 P25/44 P2-43/42 P2-39/38 P27/36 P2-35/34 P2-29 • /P23/52 — • — • — — • P2-41/40- — • — • • — — • • • — • • f1AVIGAl10N LIGHT, TYP • • ii • • O — P2-2/3 — • P2-4/5 — • P2-6/7 — • P2-8/9 — • P2- — • 0/11 P2- — • 2/13 P2-14/15 — • P2-16/17 — • P2-18/19 — • P2-20/21 — P2-22/23 P2-24/25 • • d. P2-28 NNER KEY MARINA DCP DRAWINGS 2 ELECTRICAL PLAN lOGIN C C P2-26/27 . • • • . • . • . • • • • • • . • . • . • • • • • • P2-1 UTILITY PEDESTAL, • 0 SEE LEGEND FOR • ® • RECEPTACLE CONFIGURATION (TYP) a PIEF ^I PIER 2 Designed by: Date: Rev. DLA 10.17.18 — Dwn by. Ckd by: M&N Project No. JMJ DCM 9450-08 018 346 PM by AUCOIN, DAVID; Saved: 10/24/2C Submitted by: 11M BLANKENSHIP MOFFATT & NICHOL B 8 �� : '; ina \945008_E-102; Plotted: 10/26/2 li o �� L- si}LYYEIA 4 lit............................... ............. ...... a I„ 2937 SW 2 COCONUT 305 & nlchol (FL NOTES LEGEND (REFER TO RFP DOCUMENTS) MOWN BAT 1. LIGHT BOLLARDS SHOWN FOR INFORMATION ONLY. QUANTITY, ® (Al) 1-30 AMP SINGLE SLIP PEDESTAL LUMEN OUTPUT AND LOCATION SHALL BE BASED ON PHOTOMETRIC KEY PLAN o E STUDY BY DB AND CONFIGURED TO MEET LIGHTING CRITERIA IESNA m (A2) 2-30 AMP DUAL SLIP PEDESTAL o RECOMMENDATIONS: ® (Bi) 1-30 AMP & 1-50 AMP SINGLE SLIP PEDESTAL le (B2) 1-30 AMP & 2-50 AMP DUAL SLIP PEDESTAL LIGHTING CRITERIA 3 (C1) 2-50 AMP SINGLE SLIP PEDESTAL _i A • 1.0fc AVERAGE • 0.2fc MINIMUM EI (C2) 4-50 AMP DUAL SLIP PEDESTAL 0 (D1) 2-50 AMP & 1-100 AMP SINGLE SLIP PEDESTAL 2. WI-FI ACCESS POINT LOCATIONS, QUANTITIES AND SYSTEM D (D2) 4-50 AMP & 2-100 AMP DUAL SLIP PEDESTAL CONTROLLER (LOCATED IN DINNER KEY MARINA SERVER ROOM) ARE IM PANELBOARD NOT SHOWN. DESIGN AND PROVIDE WI-FI CONNECTIVITY CAPABILITY 20' 0'-0" 20' 40' A Q o 7 01 TO ALL BOATS IN MARINA. MARINE SUBSTATION _ _ : o 1: LIGHT LIGHT BOLLARD SCALE: 1 "=20' h 3. SECURITY/GATE ACCESS CONTROL COMPONENTS, INCLUDING CCTV Sheet m SYSTEM ARE NOT SHOWN. PROVIDE SECURITY/GATE ACCESS FOR 11 TRANSFORMER EACH PIER, COORDINATE SECURITY REQUIREMENTS WITH DINNER SOLAR NAVIGATION LIGHT KEY MARINA OPERATIONS PERSONNEL. PROVIDE CCTV COVERAGE (CARMANA STYLE OR EQUAL) PER RFP REQUIREMENTS. DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. E-102 Q a INDEX: 56 OF 68 1 I 2 1 3 4 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 v\ .�GYTYOpiti * It \, 11 ° I $ D ❑ D o 0 cm 0 //r_P3_8O/79 P3-78/77 P3-76/75 MARINE NEMA LINE P3-74/73 SUBSTATION "P3SB-1", 3R, REFER TO SINGLE DIAGRAMS (TYP) P3-72/71 P3-70/69 P3-8/67 P3-6/65 P3-4/63 •• MARINE "P3SB-2", /[P30/59 SUBSTATION NEMA 3R P I I o 1[P3_82/81 co 1 f IW - Z 7 C $ _; • • • P3-1/2 • UTILITY SEE RECEPTACLE CONFIGURATION — \- P3-3/4 PEDESTAL, LEGEND FOR (TYP) t • P3-5/6 • • __I • _ P3-7/8 • • • • P3-9/ • _ • 0 P3-11/12 • • _ • P3-13/14 • • _ P3— • • 5/16 P3-17/18 • • P3-19/20 i P3-21/22 . • 480V, 30 NEMA 3R TO SINGLE • • PANELBOARD, P3-1 ENCLOSURE, REFER LINE DIAGRAMS (TYP) l P3-25/26 P3-23/24 • • LEGEND la I2 1 1 • • 1 I (REFER TO RFP DOCUMENTS) C DINNER KEY MARINA DCP DRAWINGS PIER 3 ELECTRICAL PLAN 3 8: 28 AM by DAUCOIN NI (A1) 1-30 AMP SINGLE SLIP PEDESTAL PIER 3 m (A2) 2-30 AMP DUAL SLIP PEDESTAL Saved: 10/25/2C _ SOLAR ® (B1) 1-30 AMP & 1-50 AMP SINGLE SLIP PEDESTAL NAVIGATION 121 (B2) 1-30 AMP & 2-50 AMP DUAL SLIP PEDESTAL LIGHT, TYP o (c1) 2-50 AMP SINGLE SLIP PEDESTAL EI (C2) 4-50 AMP DUAL SLIP PEDESTAL LIGHT BOLLARD (TYP) + ® 0 (D1) 2-50 AMP & 1-100 AMP SINGLE SLIP PEDESTAL l ° o a v. f 4 ° — a 11 o • • • • • • • • • • MARINE SUBSTATION III (D2) 4-50 AMP & 2-100 AMP DUAL SLIP PEDESTAL - PANELBOARD MARINE SUBSTATION CO Designed by: D DLA Dwn by. Ckd by: JMJ DCM Submitted by: D 11M BLANKENSHIP MOFFAT' & NICHOL P 018 3 47 PM by AUCOIN, DA IOD; P3SB-3, NEMA 3R • • It.- LIGHT BOLLARD a 8 B i P3-56/55 P3-54/53 • P3-52/51 • P3-50/49 P3-46 45 — • / • • P3-42 • 0 TRANSFORMER 0 1— 1 P3-44/43 SOLAR GATION LIGHT (CARMANA� OR EQUAL) WI — : P3-48/47• • • 937 SW 27th AVE. S1 COCONUT GROVE, FL 305-230-1924 (FL EB 4877) Plotted 10/26/2 NI I W I •� • 1STYLE '......:::1: it V 1-I 3. 1/11 2 motfatt & nlchol dna \945008_E-103; 1 i1uIIl19li NOTES ....... DAY — — • \P329/30\_P3_31/32\_P3_33/34 — \P335/36\_P3_37/38 — — ��P3-41 • 1. LIGHT BOLLARDS SHOWN FOR INFORMATION ONLY. QUANTITY, LUMEN OUTPUT AND LOCATION SHALL BE BASED ON PHOTOMETRIC KEY PLANM •-• STUDY BY DB AND CONFIGURED TO MEET LIGHTING CRITERIA IESNA • P3-27/28 P3-39/40 RECOMMENDATIONS: fSOLAR NAVIGATION �i • • • • O LIGHTING CRITERIA 4 A • • • • • • • • LIGHT, TYP • 1.0fc AVERAGE • 0.2fc MINIMUM 2. WI—FI ACCESS POINT LOCATIONS, QUANTITIES AND SYSTEM CONTROLLER (LOCATED IN DINNER KEY MARINA SERVER ROOM) ARE NOT SHOWN. DESIGN AND PROVIDE WI—FI CONNECTIVITY CAPABILITY 20' 0'-0" 20' 40' A -08\0500_CAD\_Ac TO ALL BOATS IN MARINA. SEAL SCALE: 1 "=20' h 3. SECURITY/GATE ACCESS CONTROL COMPONENTS, INCLUDING CCTV 1 Sheet m SYSTEM ARE NOT SHOWN. PROVIDE SECURITY/GATE ACCESS FOR EACH PIER, COORDINATE SECURITY REQUIREMENTS WITH DINNER KEY MARINA OPERATIONS PERSONNEL. PROVIDE CCTV COVERAGE PER RFP REQUIREMENTS. DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. E-103 "4 0 INDEX: 57 OF 68 X 1 I 2 I 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 O I MARINE SUBSTATION NEMA 3R \ LYTY of r, 93 % IALIII OIIFI Y II 11 ry1j�4 t O g l c) � CI"P4SB-2", P4-84//_P4_83/82//_P4_81/80/rP4_7/78 P4-77/76///_P4_75/74 P4-71/70 P4-69/68 P4-67/66 P4-65/64 P4-63/62 P461/60D Da O o ///_P4_73/72 I P4-59/58 Iw ly IN t fa CI\ IT\ I Iw 17 11 — i [ IQ IM • • C • P4-1/2 UTILITY SEE LEGEND RECEPTACLE CONFIGURATION P4-3/4 • PEDESTAL, FOR (TYP) — — • — — P4-11/12 P4-19/20 P4-27/28 • P4-5/6 P4-7/8 P4-9/10 P4-13/14 P4-15/16 P4-17/18 P4-21/22 P4-23/24 P4-25/26 MARINE SUBSTATION "P4SB-1" 480V, 30 PANELBOARD, NEMA 3R. P4SB-1 INCLUDES "P4-1" NEMA 3R ENCLOSURE, PEDESTALS LOCATED ON PIER 4. REFER TO SINGLE LINE REFER TO SINGLE LINE DIAGRAM DIAGRAMS (TYP) E-604, PIER 8 LAYOUT DRAWING E-108 (TYP) PIER 4 n DINNER KEY MARINA DCP DRAWINGS PIER 4 ELECTRICAL PLAN PM by DAC/COIN LIGHT BOLLARD (TYP) • cv • • ^1 — I P4-45/44 4. co Designed by: Date: Rev. DLA 10.17.18 — Dwn by: Ckd by: M&N Project No. JMJ DCM 9450-08 Drawing code: Drawing Seale: Plot scale: 1:1 (D SHEEf)4 2018 3. 47 PM by ALICOIN, DAVID; Saved 10 24 2L /P4_57/56 /P4_55/54 /P4_53/52 /P4_51/50 /P4_49/48 /[P4_47/46 w l wl cn I �I A&B Submitted by: TIM BLANKENSHIP MOFFATT & NICHOL XI I �P4-43 • w GI PI a B zI xI QI �I \P429/30 • P4-35/36 P441/42 • • P4-31/32 P4-33/34 P4-37/38 P4-39/40 SOLAR•NAVIGATION• SW 27th AVE. S1 DONUT GROVE, FL 305-230-1924 (FL EB 4877) dba \945008_E-104; Plotted: 10/26/ /LIGHT. TYP I—'a�� q MARINE SUBSTATION "P4SB-3" ------ I1 NEMA 3R • ® '0 m — I II NOTES LEGEND (REFER TO RFP DOCUMENTS)MEWWIIIT `� o 1. LIGHT BOLLARDS SHOWN FOR INFORMATION ONLY. QUANTITY, ® (A1) 1-30 AMP SINGLE SLIP PEDESTAL LUMEN OUTPUT AND LOCATION SHALL BE BASED ON PHOTOMETRIC KEY PLAN E J STUDY BY DB AND CONFIGURED TO MEET LIGHTING CRITERIA IESNA m (A2) 2-30 AMP DUAL SLIP PEDESTAL ° RECOMMENDATIONS: ® (Bi) 1-30 AMP Sc 1-50 AMP SINGLE SLIP PEDESTAL WI (B2) 1-30 AMP & 2-50 AMP DUAL SLIP PEDESTAL LIGHTING CRITERIA p (C1) 2-50 AMP SINGLE SLIP PEDESTAL —I A • 1.0fc AVERAGE • 0.2fc MINIMUM 110 (C2) 4-50 AMP DUAL SLIP PEDESTAL p (Di) 2-50 AMP & 1-100 AMP SINGLE SLIP PEDESTAL 2. WI—FI ACCESS POINT LOCATIONS, QUANTITIES AND SYSTEM 0 (D2) 4-50 AMP & 2-100 AMP DUAL SLIP PEDESTAL CONTROLLER (LOCATED IN DINNER KEY MARINA SERVER ROOM) ARE PANELBOARD 20' o'-o" 20' ao' NOT SHOWN. DESIGN AND PROVIDE WI—FI CONNECTIVITY CAPABILITY A R o o h o MARINE SUBSTATION _ TO ALL BOATS IN MARINA. SEAL ro o -®- LIGHT BOLLARD SCALE: 1"=20' 3. SECURITY/GATE ACCESS CONTROL COMPONENTS, INCLUDING CCTV 11 Sheet rn SYSTEM ARE NOT SHOWN. PROVIDE SECURITY/GATE ACCESS FOR TRANSFORMER EACH PIER, COORDINATE SECURITY REQUIREMENTS WITH DINNER SOLAR NAVIGA110N LIGHT KEY MARINA OPERATIONS PERSONNEL. PROVIDE CCTV COVERAGE (CARMANA STYLE OR EQUAL) PER RFP REQUIREMENTS. DCP DRAWINGS 24 O 2018 NOT TO BE USEDED FOR FOR CONSTRUCTION Reference No. E-104 Q a INDEX: 58 OF 68 1 I 2 I 3 I 4 I 5 ` Li DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 YTY OFF\ • * It Ir, L O\R . 19- P5-84 D 1 MIP5-86/85�• • 1 I • • 1 • I g fa . • P5-67/66 P5-88/87 �fl • — P5-79/78P5-65/641. — ♦a [P583/82 /P5_81/80 /P577/76 /P5_75/74 /P5_73/72 /P5_71/70 /P5_69/68 .w i • I11 PI 1 QI DINNER KEY MARINA DCP DRAWINGS PIER 5 ELECTRICAL PLAN 8:27 AM by DAUCOIN • • • • • • • • I z C _ P5-1./2 LIGHT (TAP) •10_ILBOLLARD •-•-I� P5-8/9 P5— 0/11 1P5-12/13 P5-14/15 - - • P5-16/ - • 7 P5-18/ - • 9 P5-20/21 - L_22/23 7 1< I P5-24/25 I C I "P5SB-1", I PS-3.4 / MARINE SUBSTATION • •• NEMA 3R ENCLOSURE, REFER P5-6/7 TO SINGLE LINE DIAGRAMS (TYP) I m Z UTILITY PEDESTAL, • SEE LEGEND FOR 480V, 30 PANELBOARD "P5-1", • RECEPTACLE NEMA 3R ENCLOSURE — CONFIGURATION (TYP) LEGEND (REFER TO RFP DOCUMENTS) I I • • I 0 (Al) 1-30 AMP SINGLE SLIP PEDESTAL PIER 5 m (A2) 2-30 AMP DUAL SLIP PEDESTAL MARINE •• 240/1NE Ill (B1) 1-30 AMP & 1-50 AMP SINGLE SLIP PEDESTAL 3R ENCLOSURE P5-5 (B2) 1-30 AMP & 2-50 AMP DUAL SLIP PEDESTAL jri W o m • • • . • 0 (C1) 2-50 AMP SINGLE SLIP PEDESTAL 0 9 C (C2) 4-50 AMP DUAL SLIP PEDESTAL O (Di) 2-50 AMP & 1-100 AMP SINGLE SLIP PEDESTAL 0 (D2) 4-50 AMP & 2-100 AMP DUAL SLIP PEDESTAL j- CO Designed by: Date: DLA 10.17.1 Dwn by. Ckd by: M&N Proji JMJ DCM 945( 8 o ,x o o a 3:48 PM by AUCOIN, DAVID; Saved. = PANELBOARD MARINE SUBSTATION II I 1' 0 :, .• Submitted by: 11M BLANKENSHIP MOFFAT' & NICHOL LIGHT BOLLARD q a 8 B 0 TRANSFORMER SOLAR NAVIGATION LIGHT .............: In o :......:............: (CARMANA STYLE OR EQUAL) NIMAWMO KEY PLAN • ® N"'; , ,, v N N NOTES ,", 2937 SW 27th AY COCONUT GROVE 305-230— motfatt & nlchol (FL EB 4 P5-63/62//_P5_6i60 —— P5-59/58///_P5_5.i/56 P5-5/54 •—•—•—•— P5-5/52 P5-5150 P54/4847/46 • • 1. LIGHT BOLLARDS SHOWN FOR INFORMATION ONLY. QUANTITY, LUMEN OUTPUT AND LOCATION SHALL BE BASED ON PHOTOMETRIC • STUDY BY DB AND CONFIGURED TO MEET LIGHTING CRITERIA IESNA RECOMMENDA11ONS:-1 • LIGHTING CRITERIA moo 1.0fc AVERAGE w1 • 0.2fc MINIMUM i wl 01 • 2. WI—FI ACCESS POINT LOCATIONS, QUANTITIES AND SYSTEM P5-44/45 CONTROLLER (LOCATED IN DINNER KEY MARINA SERVER ROOM) ARE o m XI 121NOT SHOWN. DESIGN AND PROVIDE WI—FI CONNECTIVITY CAPABILITY :, TO ALL BOATS IN MARINA. z I PI QI • =I F1 11 P5 38/39 • I,•EACH 3. SECURITY/GATE ACCESS CONTROL COMPONENTS, INCLUDING CCTV SYSTEM ARE NOT SHOWN. PROVIDE SECURITY/GATE ACCESS FOR PIER, COORDINATE SECURITY REQUIREMENTS WITH DINNER MARFRINAOPERATIONS PERSONNEL. PROVIDE CCTV COVERAGE -08 \ 0500_CAD \_Active A i A P5-36/37 "PSSB-3", PKEY ER 20' 20' 40' MARINE SUBSTATION — — SEAL P5-26/27 P5-28/29 P5-30/31 P5-32/33 P5-34/35 NEMA 3R ENCLOSURE, REFER TO P5-40/41 P5-42/43 SCALE: 1 "=20' • SINGLE LINE DIAGRAMS (TYP) Sheet m • • • • • . • • • • . • DCP DRAWINGS Reference No. Q • ® 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION E-105 "4 0 INDEX: 59 OF 68 1 1 2 I 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 2 I 3 I 4 I 5 NM1 ,TY OF r, 93 %h �IAL1 ID 11 IFA A1,1114\0 g lc) - D la • • • • • P6-72 D a • P6-74/73 m • • ' ' 1 LIGHT BOLLARD (TYP) MARINE SUBSTATION "P6SB-2" NEMA 3R ENCLOSURE I a t. 2 • • I • • I P6-71/70 P6-59/58 P6-57/56 1 P6-76/75 — — •— •— MI• • /P6_69/68 I /P6_67/66 /P6_65/64 /P6_63/62 /P6_61/60 I 1I- Iw 10 i s • •1 cn _ ii.\ II ct z N a ,'Pr • • • DINNER KEY MAR DCP DRAWING 'IER 6 ELECTRICAL C P6-1/2 m • • • • • • \P6_/5 — P6-6/7 P6-8/9 P6-10/11 P6-12/13 P6-14/15 P6- I I< Im P6-18/19 I 6/17 1 ,-3I Q • • o • P6-3 CO • • • • • UTILITY PEDESTAL, SEE LEGEND FOR MARINE SUBSTATION "P6SB-1", NEMA 3R ENCLOSURE. P6SB-1 INCLUDES PEDESTALS LOCATED PIER REFER TO NOTES a 18.'27 AM by ON 8. — RECEPTACLE CONFIGURATION (TYP) SINGLE LINE DIAGRAM E-604, PIER DRAWING E-108, TYP 8 LAYOUT 1. LIGHT BOLLARDS SHOWN FOR INFORMATION ONLY. QUANTITY, LUMEN OUTPUT AND LOCATION SHALL BE BASED ON PHOTOMETRIC co Designed by: Date: Bev. DLA 10.17.18 — Dwn by: Ckd by: M&N Project No. JMJ DCM 9450-08 Drawing code: Drawing Scale: Plot scale: 1:1 (D SHEEf)4 3: 48 PM by AUC0/N, DAVID; Saved 10 25/20 I • STUDY BY DB AND CONFIGURED TO MEET LIGHTING CRITERIA IESNA PIER 6 RECOMMENDATIONS: LIGHTING CRITERIA c • • • 1.0fc AVERAGE 0.2fc MINIMUM • 2. WI -El ACCESS POINT LOCATIONS, QUANTITIES AND SYSTEM CONTROLLER (LOCATED IN DINNER KEY MARINA SERVER ROOM) ARE Submitted by: TIM BLANKENSHIP MOFFATT & NICHOL B NOT SHOWN. DESIGN AND PROVIDE WI -El CONNECTIVITY CAPABILITY TO ALL BOATS IN MARINA. 3. SECURITY/GATE ACCESS CONTROL COMPONENTS, INCLUDING CCTV I 480V, 30 PANELBOARD, "P6-1" NEMA 3R ENCLOSURE, REFER SYSTEM ARE NOT SHOWN. PROVIDE SECURITY/GATE ACCESS FOR • 0 EACH PIER, COORDINATE SECURITY REQUIREMENTS WITH DINNER KEY MARINA OPERATIONS PERSONNEL. PROVIDE CCTV COVERAGE x� ro TO SINGLE LINE DIAGRAMS (TYP) PER RFP REQUIREMENTS. wM o • • • • P6-53/52 P6-51/50 P6-49/48/_P6_:7/46P j P6-55/54 P6-43/42//_P6__4 • • lip- y-P637 1 227th COCONUT EE. COCONN UT 3, FL 305-230-1924 ffatt & nlchol (FL EB 4877) 945008—E-106; Plotted: 10/26/2 — wI //__ P6-39/38 III ;gig— NI • • WLEGEND (REFER TO RFP DOCUMENTS) _. r! eu 1 l ® (Al) 1-30 AMP SINGLE SLIP PEDESTAL c I • 2-30 AMP DUAL SLIP PEDESTAL KEY PLAN ` E Jo t=.� • -ON m (A2) A m I I P6-20/21 P6-22/23 —•—• P6-24/25 P6-26/27 — • P6-30/31 P6-28/29 — • — • P6-32/33 • P6-34/35 • • SOLAR ® (Bi) 1-30 AMP & 1-50 AMP SINGLE SLIP PEDESTAL NAVIGATION lel (B2) 1-30 AMP & 2-50 AMP DUAL SLIP PEDESTAL • LIGHT, TYP 0 (C1) 2-50 AMP SINGLE SLIP PEDESTAL C (C2) 4-50 AMP DUAL SLIP PEDESTAL P6-36 El (D1) 2-50 AMP & 1-100 AMP SINGLE SLIP PEDESTAL • 0 (D2) 4-50 AMP & 2-100 AMP DUAL SLIP PEDESTAL PANELBOARD A I Q (7,I o 1 • • • • • • • • .• 20' 0'-0" 20' 40' MARINE SUBSTATION MARINE SUBSTATION "P6SB-3", SEAL ro o • • 0 4- LIGHT BOLLARD SCALE: 1"=20' h NEMA 3R ENCLOSURE ElTRANSFORMER Sheet rn • SOLAR NAVIGATION LIGHT (CARMANA STYLE OR EQUAL) DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. E-106 Q 6 INDEX: 60 OF 68 2 Lz 1 2 I 3 I 4 5 DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 2 I 3 I 4 5 MATCHLINE E-108 _ .......... , $Y OF ' I, ,t,r �IALI II 11 MI A I • h Oyg14\0 \ g 1p_ , 1 I I P7-58 I s" D foLll •I D a HLINE E-109 10 •I • P7-60/59 • • • • • • 1 P7-57/56 480V, 30 PANELBOARD "P7-1" P7-45/44 1 • I ENCLOSURE,NEMA 3R REFER I • P7-49/48 TO SINGLE LINE DIAGRAMS (TYP) • • • —•— — — P7-62/61 • • //P755/54//_P7_53/52 P7-51/50 P7-47/46 U a 'w IN 0 DINNER KEY MARINA DCP DRAWINGS PIER 7 ELECTRICAL PLAN 3:04 PM by DAUCOIN • • I • PIER 7 . I I Iw 1 Iz _ II' U 1 I< I c /2/3 / P7-1 • • • UTILITY SEE LEGEND RECEPTACLE • • CONFIGURATION P7-6/7 P7-8/9 P7-10/11 P7-12/13 P7-14/15P7-16/17 P7-18/19 PEDESTAL, . • FOR I MARINE SUBSTATION "P7SB-1" MARINE SUBSTATION "P7SB-2" 1 (TYP) NEMA 3R ENCLOSURE. P7SB-1 INCLUDES NEMA 3R ENCLOSURE PEDESTALS LOCATED ON PIER 8. REFER TO SINGLE LINE DIAGRAM E-604, PIER 8 LAYOUT l JAI PIER 7 DRAWING E-108, TYP 1 I � � M&N Project No. 9450-08 Drawing code: Drawing Seale: Plot scale: 1:1 (D SHEEf)4 'N, DAVID; Saved.' 10/24/26 NOTES m ci 1. LIGHT BOLLARDS SHOWN FOR INFORMATION ONLY. QUANTITY, LUMEN OUTPUT AND LOCATION SHALL BE BASED ON PHOTOMETRIC • STUDY BY DB AND CONFIGURED TO MEET LIGHTING CRITERIA IESNA • •• • • ® RECOMMENDATIONS: •• 5 , o a LIGHT BOLLARD (TYP) IIGHTING IA9 a w B IP7-442 • AVERAGE • • 0.2fc MINIMUM mLL N o P7-33/32 STE 101A 33133 7P7-44O — 7P7—/38 — 7P7-37/36 — /P7_334o — • • [ 2. WI—FI ACCESS POINT LOCATIONS, QUANTITIES AND SYSTEM .—P7-31 CONTROLLER (LOCATED IN DINNER KEY MARINA SERVER ROOM) ARE NOT SHOWN. DESIGN AND PROVIDE WI—FI CONNECTIVITY CAPABILITY 0, " ro ICS LI wI NI • TO ALL BOATS IN MARINA. 3. SECURITY/GATE ACCESS CONTROL COMPONENTS, INCLUDING CCTV SYSTEM ARE NOT SHOWN. PROVIDE SECURITY/GATE ACCESS FOR \ 1 54uj �E j 937 SW 27th AVE. COCONUT GROVE, FL 305-230-1924 (FL EB 4877) Plotted 70/26/2 NI I I EACH PIER, COORDINATE SECURITY REQUIREMENTS WITH DINNER KEY MARINA OPERATIONS PERSONNEL. PROVIDE CCTV COVERAGE R It_—_ ________ 1`1 - WI ZI 4- PER RFP REQUIREMENTS. 11 '1 -ina \ 945008—E-107, �1 a I ml SOLAR ..................:... 9 iTiTiTiTO 1 L28/29 NAVIGATION LIGHT, TYP �j '� P7-26/27 • • LEGEND (REFER TO RFP DOCUMENTS) emala,Y � • — • ® (Al) 1-30 AMP SINGLE SLIP PEDESTAL KEY PLAN E . • • — • —• m (A2) 2-30 AMP DUAL SLIP PEDESTAL o • P7-20/21 P7-22/23 P7-24/25 • P7-30 ® (131) 1-30 AMP & 1-50 AMP SINGLE SLIP PEDESTAL ` _I 121 1-30 AMP & 2-50 AMP DUAL SLIP PEDESTAL (B2) p (C1) 2-50 AMP SINGLE SLIP PEDESTAL Q A • MARINE SUBSTATION "P7SB-3" • • ® CI (C2) 4-50 AMP DUAL SLIP PEDESTAL 1 NEMA 3R ENCLOSURE E (D1) 2-50 AMP & 1-100 AMP SINGLE SLIP PEDESTAL • • • • • • • 0 (D2) 4-50 AMP & 2-100 AMP DUAL SLIP PEDESTAL PANELBOARD 20' 0'-0" 20' 40' A cQ, o MARINE SUBSTATION ' — — ' 1SEAL o SCALE: 1"=20' LIGHT BOLLARD Sheet , rno 11 TRANSFORMER SOLAR NAVIGATION LIGHT (CARMANA STYLE OR EQUAL) DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. E-107 ., a INDEX: 61 OF 68 b. 1 2 I 3 1 4 5 Lk. `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 u MATCHLINE THIS SHEET STY �F�r, O p * • P8-31 /30 11 It 11 r _• , 1i of l t\ O\ -- g 19 P8-11/10 \P8/4 P8-33/32111--T $ / -P8-7/8 5/8 P8-1/2 • - a- - P8-13/12 CONNECT PEDESTALS P8-1/2 THROUGH I • PEDESTAL P8-9 TO P4SB-1 SUBSTATION. SEE E-604 SINGLE LINE t 0 �I ' �P8-35/34 • I • • • • • • P8-15/14 - PIER 6 1 q • DINNER KEY MARINA DCP DRAWINGS PIER 8 ELECTRICAL PLAN o ❑ �P8-37/36 x F 0I- I •• =� C / 0 m � P8-39/38 ct= 1- C P8-17/16 x I- - cv T • co /: P8-19/18 i a ____1 a 0_ a0w ¢o o aow • • J N J 1 • JCO J d _1_-/__0 ¢\w p ❑ (~/INS w 1Z <I P8-41/40 • ^� N�0 w 1Z ,n /i — I • a s • a o _ - P8-21/20 w 'O U <tO 1 rc Drawing Scale: Plot scale: 1:1 (D SHEI 4,0; .Sotb 10/24, r ZOW NOTES w Zww 0 o • • o w w 1. LIGHT BOLLARDS SHOWN FOR INFORMATION ONLY. QUANTITY, I • o0 a a 1 LUMEN OUTPUT AND LOCATION SHALL BE BASED ON PHOTOMETRIC STUDY BY DB AND CONFIGURED TO MEET LIGHTING CRITERIA IESNA - o - f g 1 RECOMMENDATIONS: • • • • CO Designed by: DLA Dwn by. Ckd by: JMJ DCM Submitted by: TIM BLANKENSHIP MOFFAT( & NICHOL 018 3:49 PM by AUCO1N, DAI LIGHTING CRITERIA - 1 PIER 5 1.0fc AVERAGE P8-43/42 �• . . • • 4- • n • • 0.2fc MINIMUM a de,.,P8-23/22 'd 1n B 2. WI-FI ACCESS POINT LOCATIONS, QUANTITIES AND SYSTEM CONTROLLER (LOCATED IN DINNER KEY MARINA SERVER ROOM) ARE P8-45/44 i 1 NOT SHOWN. DESIGN AND PROVIDE WI-FI CONNECTIVITY CAPABILITY , 109 . _ TO ALL BOATS IN MARINA. 3. SECURITY/GATE ACCESS CONTROL COMPONENTS, INCLUDING CCTV I c'° I SYSTEM ARE NOT SHOWN. PROVIDE SECURITY/GATE ACCESS FOR I, 2937COCONUT GROVSW 27th AE,VE. FLS1 305-230-1924 rtICh01 (FL EB 4877) E-108; Plotted: 10/26/2 EACH PIER, COORDINATE SECURITY REQUIREMENTS WITH DINNER I r. -E P8-25 24 / KEY MARINA OPERATIONS PERSONNEL. PROVIDE CCTV COVERAGE 1-: Imo �„ „ i.. • PER RFP REQUIREMENTS. I 1 w `--• P8- 47 /46 11 , LEGEND (REFER TO RFP DOCUMENTS) U \I}I wiffili ei I ® (A1) 1-30 AMP SINGLE SLIP PEDESTAL 1- I • P8-27/26 m (A2) 2-30 AMP DUAL SLIP PEDESTAL M 1 ® (B1) 1-30 AMP & 1-50 AMP SINGLE SLIP PEDESTAL • PIER 7 ® I- la erxI& , RIII Ill o m . 0 (B2) 1-30 AMP & 2-50 AMP DUAL SLIP PEDESTAL 0 (C1) 2-50 AMP SINGLE SLIP PEDESTAL KEY PLAN - o E I C (C2) 4-50 AMP DUAL SLIP PEDESTAL I E (D1) 2-50 AMP & 1-100 AMP SINGLE SLIP PEDESTAL -08\0500_CAD \_Active \_M --' I • p (D2) 4-50 AMP & 2-100 AMP DUAL SLIP PEDESTAL A P8-29/28 • • MI PANELBOARD Q MARINE SUBSTATION -Its- LIGHT BOLLARD 11 TRANSFORMER I 20' 0'-0" 20' 40' A SOLAR NAVIGATION LIGHT 1 / • SEAL 1 -• • • SCALE: 1 "=20' o (CARMANA STYLE OR EQUAL) I 1 Sheet h m - -- - -- -� -- MATCHLINE -LIN-E -TH-IS -- SHEET HE T - -- -- -- -- I I I DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. E-108 "4Q 0 INDEX: 62 OF 68 1 1 2 I 3 I 4 I 5 s. `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 LITY OP r, 93 ID 11 %h �IAL1 IUDFA I1,1114\ORlO- ' II • o I I ;I ---,---MARINE "P9SB-3," ENCLOSURE, TO SUBSTATION- 480V, 30 PANELBOARD "P9-1"' NEMA 3R NEMA 3R ENCLOSURE, REFER TO REFER SINGLE LINE DIAGRAM-604- SINGLE LINE c.MARINE SUBSTATION "P9SB-2" NEMA 3R ENCLOSURE, REFER MARINE SUBSTATION TO SINGLE LINE "P9SB-1" NEMA ------------- ,` -+ i "" i3�--' 4$ 'fa , .g__ I fr DIAGRAM(S), (TYP) U DIAGRAM(S), (TYP) ENCILOSURE IJ `3R ❑ ❑ y*I — a n I I o I ❑ A ❑ p ❑ ❑ f 0 ❑ ❑* 1 1 I II 0 I 1 DINNER KEY MARINA DCP DRAWINGS MARGINAL DOCK ELECTRICAL PLAN l l N1oonV0 %9 Hot 90.2 of G9 •1 w J Iv P9-2/1 I I- Q P9-26/25 P9-24/23 P9-22/21 P9-20/19 P9-18/17 P9-16/15 P9-14/13 P9-12/11 P9-10/9 P9-8/7 P9-6/5 P9-4/3 • 28 • 2 • 26 • 25 • 24 • 23 • 22 • 21 • 20 • 19 • 18 • 17 • 16 • 15 • 14 • 13 • 12 • 11 • 10 • 9 • 8 • 7 • 6 • 5 • 4 • 3 • 2 P9-28/27 1 • I I I I UTILITY PEDESTAL, I 1 SEE LEGEND FOR RECEPTACLE CONFIGURATION (TYP) 1 1 I -I co Designed by: Date: Rev. DLA 10.17.18 — Dwn by: Ckd by: M&N Project No. JMJ DCM 9450-08 Drawing code: Drawing Scale: Plot scale: 1:1 (D SHEEf)4 018 3:50 PM by AUC01N, DAVID; Saved 10 24/2C MARGINAL DOCK Submitted by: TIM BLANKENSHIP MOFFATT & NICHOL B‘?O N 1 , ", 22 EE. COCONUT GROVE, GROVVE, FL 305-230-1924 moffatt & nlchol (FL EB 4877) dna \945008_E-109; Plotted: 10/26/2 0 J li NOTES LEGEND (REFER TO RFP DOCUMENTS) MAWR Mr 1. LIGHT BOLLARDS SHOWN FOR INFORMATION ONLY. QUANTITY, ® (A1) 1-30 AMP SINGLE SLIP PEDESTAL LUMEN OUTPUT AND LOCATION SHALL BE BASED ON PHOTOMETRIC KEY PLAN J STUDY BY DB AND CONFIGURED TO MEET LIGHTING CRITERIA IESNA m (A2) 2-30 AMP DUAL SLIP PEDESTAL ° RECOMMENDATIONS: ® (B1) 1-30 AMP & 1-50 AMP SINGLE SLIP PEDESTAL 12 (B2) 1-30 AMP & 2-50 AMP DUAL SLIP PEDESTAL LIGHTING CRITERIA 3 (C1) 2-50 AMP SINGLE SLIP PEDESTAL e -I A • Loft AVERAGE • 0.2fc MINIMUM Ill (C2) 4-50 AMP DUAL SLIP PEDESTAL p (Di) 2-50 AMP & 1-100 AMP SINGLE SLIP PEDESTAL 2. WI-FI ACCESS POINT LOCATIONS, QUANTITIES AND SYSTEM II (D2) 4-50 AMP & 2-100 AMP DUAL SLIP PEDESTAL CONTROLLER (LOCATED IN DINNER KEY MARINA SERVER ROOM) ARE PANELBOARD o'-o" NOT SHOWN. DESIGN AND PROVIDE WI-FI CONNECTIVITY CAPABILITY 20' 20' ao'o A R o o h MARINE SUBSTATION _ TO ALL BOATS IN MARINA. SEAL o -0- LIGHT BOLLARD SCALE: 1"=20' : 3. SECURITY/GATE ACCESS CONTROL COMPONENTS, INCLUDING CCTV 11 Sheet rn SYSTEM ARE NOT SHOWN. PROVIDE SECURITY/GATE ACCESS FOR TRANSFORMER EACH PIER, COORDINATE SECURITY REQUIREMENTS WITH DINNER SOLAR NAVIGATION LIGHT KEY MARINA OPERATIONS PERSONNEL. PROVIDE CCTV COVERAGE (CARMANA STYLE OR EQUAL) PER RFP REQUIREMENTS. DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. E-109 Q a INDEX: 63 OF 68 2 1 1 2 I 3 I 4 I 5 ` Li DRAWING SCALES SHOWN BASED ON 22'x34" DRAWING 1 I 2 I 3 I 4 I 5 30A AND 50A, SINGLE PHASE SHORE POWER 30A AND 50A, SINGLE PHASE SHORE POWER RECEPTACLES AND RESPECTIVE CIRCUIT AND RESPECTIVE CIRCUIT BREAKERS UNDER IN -USE RECEPTACLE BREAKERS UNDER IN -USE RECEPTACLE COVER, TYP. REFER TO LAYOUT DRAWINGS % ! CYTY 4''''4yr F 4, I le rr'' t O g l o_ s--• r G 7.RECEPTACLES COVER, TYP. REFER TO LAYOUT DRAWINGS AND CONFIGURATION SHEETS FOR LED AND CONFIGURATION SHEETS FOR INDIVIDUAL SLIP AMPERAGE RANGE, DO NOT LED LIGHTING, TYP LIGHTING, PHOTOCELL, INDIVIDUAL SLIP AMPERAGE RANGE, DO NOT MOUNT RECEPTACLE CIRCUIT BREAKERS TYP- TYP MOUNT RECEPTACLE CIRCUIT BREAKERS DIRECTLY BELOW THE RECEPTACLE. PROVIDE DIRECTLY BELOW THE RECEPTACLE 20A GFI CONVENIENCE RECEPTACLE UNDER IN -USE WEATHERPROOF s IN -USE WEATHER COVER COVER FOR 30A & 50A HOSE HOSE RECEPTACLES, AND 1■1 BRACKET BRACKET II RESPECTIVE CIRCUIT <,,,,,O,,,.>j ,IIMAWAPP" BRREAKERS (30Ma GFI) - 100A, 2P, 240V CIRCUIT BREAKER, n n TYP I -L.,4 . 100A, 240V �. It L RECEPTACLE, TYP 11 0 CIRCUIT 20A GFI CONVENIENCE BREAKER RECEPTACLE, AND HOSE HOSE HOSE BIBB, TYP 154, HOSE BIBB, TYP • • (+_t RESPECTIVE CIRCUIT BREAKER, TYP. NOTE: IF BUSS BAR PEDESTAL CONFIGURATION ACCESS PANEL ALLOWS, GFI RECEPTACLE (SEE BUSS BAR CAN BE MOUNTED UNDER DETAIL)' IN -USE RECEPTACLE COVER 4 • BIBB, TYP . BIBB, TYP Q z T- , 1'Z DINNER KEY MAR DCP DRAWING: PEDESTAL CON FIGURATIOI by DAUCOIN C EIQta FRONT L1 N L2 L3 G NOTES: \ O W WATER ACCESS _/. 0 0 0 2 c o v 1. PROVIDE ALL PEDESTALS AS POWDER COATED STAINLESS STEEL, TYP. © ,0 11 ,O TII ' !11' o O, 11 ® COMPRESSION m — 2. PROVIDE ALL PEDESTALS WITH SINGLE SLIP METERING OF TOTAL ELECTRICAL USAGE. INCLUDE OPTION FOR REMOTE (WI-FI) METERING CAPABILITIES. 120/ 240V ACCESS 120/ 240V ACCESS �' �� ( �''i �1//�� ® TERMINALS, TYP r o J § uJ N z o 0 3. PROVIDE ALL PEDESTALS WITH LED LIGHTING, INCLUDING INTEGRAL o = PHOTOCELL DAY/NIGHT OPERATION CONTROLS. O 0 a a� o . 4,. e 4. PROVIDE ALL PEDESTALS WITH POTABLE WATER SERVICE FOR EACH SLIP / \ o o Er o (HOSE BIBB & HOSE BRACKET). BUSS BAR Reviewed by: REVR Submitted by: 11M BLANKENSHIP MOFFATT & NICHOL o 5. DUAL SLIP PEDESTALS SHOWN. ACTUAL PEDESTAL CONFIGURATION COMMUNICATION ACCESS (NOT Z B (SINGLE / DUAL SLIP) BASED ON MARINA/SLIP LAYOUT AND AMERAGE REQUIREMENTS. REQUIRED) 6. FOR PEDESTALS SUPPLIED WITH 100 RECEPTACLES, PROVIDE A MINIMUM Q 4 — BASE FOOTPRINT RATED 500A SERVICE BUSS ARRANGEMENT. 7. INCLUDE PEDESTAL LIGHTING IN PIER PHOTOMETRIC CALCULATIONS. 8. INTEGRAL COMMUNICATION CONNECTIONS ARE NOT REQUIRED FOR DINNER KEY MARINA. 9. CONTRACTOR NEEDS TO CRIMP TERMINALS TO LINE WIRES AND PLACE ON PROVIDED STUD LUG CONNECTOR. 10. REFER TO MANUFACTURER INSTRUCTIONS AND DETAILS TO ORGANIZE PEDESTAL CONNECTION CONFIGURATIONS. "BASE FOOTPRINT" SHOWN FOR INFORMATIONAL PURPOSES ONLY. 11. PROVIDE ADDITIVE ALTERNATE 3 OPTIONAL BID ITEM FOR SEPERABLE PEDESTAL BASE AND "PEDESTAL HEAD". 12. PROVIDE ADDITIVE ALTERNATE 4 OPTIONAL BID ITEM FOR PEDESTAL GROUND FAULT LEVEL ANDKWH CONSUMPTION VIA WI-FI FOR REMOTE 29371A CONS27thGR AVE..3 133 COCONUT GROVE, FL 33133 305-230-1924 moffatt & nlchol (FL EB 4877) .'o o h ,o ro 0 O 0 a o h W ,,J 0 h N % o A MONITORING. COORDINATE WI-FI MONITORING WITH WI-FI SYSTEM PROVIDER TO FURNISH A COMPLETE AND INTEGRATED SOLUTION. , SEAL 4 - Q 7 U O O h O O Sheet h m DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. E-501 Q 0 INDEX: 64 OF 68 Li 1 2 3 4 5 DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 NOTES: %F _ = c-1 OF s % UTILITY ELECTRICAL 1. SINGLE LINE DIAGRAM IS FOR INFORMATIONAL AND FEED CRITERIA REQUIREMENT PURPOSES ONLY, FINAL DESIGN WILL BE BASED ON DB TEAM CALCULATIONS AND % '! * cor, „1rE, .� " 0, t o „ x 1_�- . Q DESIGN. "A" EXISTING UNDERGROUND AREA UTILITY PAD MOUNT TRANSFORMER 2. ALL CONDUCTORS SHALL BE COPPER. ALUMINUM EXISTING UNDERGROUND D CONDUITS, REFER TO E-010 FOR LOCATIONS (BY UTILITY), 480V, 30 CONDUCTORS ARE NOT ACCEPTABLLE. SECONDARY, REFER TO E-010 CONDUITS, REFER TO E-010 FOR LOCATIONS D 1 AND SIZES, SEE NOTE 6 I I I I I I r _IL 1 FOR LOCATION 3. PROVIDE TERMINATION LUGS FOR ALL ELECTRICAL AND SIZES, SEE NOTE 6 EQUIPMENT AS SHOWN IN THESE PLANS. COMETER, COORDINATE METERING TE WITH BLACK WITH FPL AND OWNER 4 LETTERS) ON ALLROVIDE C ELECTRICALLAELS GIEAR COMPONENTS , SHOWN. COORDINATE WITH OWNER FOR EXACT NAMING I CONVENTION. I g o 6 ) ? PIER 1 SERVICE ENCLOSED LSG CIRCUIT BREAKER, SE RATED, 480V, 30, NEMA 6P, 6 ) ? PIER 2 SERVICE 5. PROVIDE NEMA 6P, SS DISCONNECTS FOR EACH PIER ENCLOSED LSG CIRCUIT FEED, SIZE BASED ON LOAD CALCULATIONS. REUSE BREAKER, SE RATED, 480V, 30, NEMA 6P, EXISTING CONDUITS FROM EXISTING DISCONNECT SEE NOTE 5 LOCATION TO EACH PIER. SEAL CONDUITS WATER TIGHT SEE NOTE 5 INTO 6P ENCLOSURE. -i EXISTING ELECTRICAL VAULTS, EXISTING ELECTRICAL VAULTS, REFER TO E-010 FOR LOCATION REFER TO E-010 FOR LOCATION 6. EXISTING UNDERGROUND CONDUIT BETWEEN PIER CAPTURE EXIS11NG POWER FEED CONDUIT, EXTEND NEW CONDUIT AS REQUIRED AT PIER ENTRANCE CAPTURE EXISTING POWER FEED CONDUIT, EXTEND NEW CONDUIT AS PROVIDE GROUND FAULT REQUIRED AT PIER ENTRANCE SERVICE DISCONNECT AND PIER IS TO BE REUSED. REMOVE EXISTING FEED CONDUCTORS, CLEAN CONDUIT AND REPAIR AS NECESSARY. CONDUCTOR SIZE AND PROVIDE GROUND FAULT COUNT BASED ON DB TEAM ELECTRICAL DESIGN P1-1 PANELBOARD GFM MONITORING SYSTEM, SEE • NOTE 10 P2-1 PANELBOARD GFM MONITORING SYSTEM, SEE CALCULATIONS. NOTE 10 ct LU C r80V, 03, NEMA 3R, SS, SEE NOTES 6,7,8,9 •}HUNT PROVIDE BREAKER SHUNT -TRIP I 1 7 I-480V, 03, NEMA 3R, • -TRIP CIRCUIT I I SS, SEE NOTES 6,7,8,9 •}SHUNT I I Y 7. PROVIDE 480V, 30 NEMA 3R, SS PANELBOARDS AT I 1 EACH PIER FOR ELECTRICAL DISTRIBUTION OF 480V, 10 -TRIP CIRCUIT POWER TO EACH MARINE SUBSTATION. REFER TO BREAKER I ELECTRICAL LAYOUT SHEETS E-101 TO E-109 FOR I LOCATIONS OF PANELBOARDS. BALANCE SINGLE PHASE C DINNER KEY MARII DCP DRAWINGS AREA A SINGLE LII DIAGRAM 0 PM by DAUCOIN CIRCUIT BREAKERS TO 130A SUBSTATIONS I__ ( I ` A,B 2P • B,C 2P • ie A,C 2P ( • \ I I ( 3P CBI L _ I A,B 2P �• • B,C 2P A,C 2P / • \ LOADS. PROVIDE PANELBOARD WITH SHUNT -TRIP MAIN / I CIRCUIT BREAKER, AND PROVIDE SHUNT -TRIP CIRCUIT \Q 3P CB I BREAKERS FOR SUBSTATION FEEDER CIRCUITS. FACTORY INSTALL AND PREWIRE AS INTEGRAL PART OF PANELBOARD. I SPD I I I L I SPD J I PROVIDE GROUND - I PROVIDE GROUND 8. PROVIDE (3) MARINE SUBSTATIONS WITH INTEGRAL PRIMARY CIRCUIT BREAKER, TRANSFORMER, AND MCB FAULT MONITORING GFM ��� ; PROVIDE CIRCUIT FAULT MONITORING GFM MPANELBOARD. PROVIDE CIRCUIT BALANCE LOADS IN PANELBOARD FORSYSTEM, SEE NOTE 10 BREAKERS FOR MISC PIER SYSTEM, SEE NOTE 10 LOADS ASELECTRICAL MTT BREAKERS FOR MISC PIER SUBSTATION LOADING.ELECTRICAL LOADS AS�� PROVIDE CONDUIT AND TO NEEDED, PROVIDE 2 CB OF PROVIDE CONDUIT AND EACH SIZE AS SPARE CONDUCTORS TOEACH NEEDED, PROVIDE 2 CB OF 9. BALANCE LOADS OF EACH PIER INTO 3 SUBSTATIONS- SIZE AS SPARECONDUCTORS EQUALLY. INCLUDE MISCELLANEOUS LOADS ON PIERSUBSTATIONS, SIZE ANDINTO Zo SIZESUBSTATIONS, AND COUNT PROVIDED DB TEAMNEMA PROVIDE PRIMARYlit MARINE SUBSTAONS, COUNT PRODED BY DB 3R SS, TEAM MARINE480V-40/120V, 10, 3W. PROVIDE POWER TO PROVIDE PRIMARY SUBSTATIONS INCLUDING: SINGLE PHASE LOADS MARINE SUBSTATIONS, NEMA FOR LIGHT BOLLARDS, ACCESS POINT POWER, ANDBY 3R SS, 480V-240/120V, 10, GATE SECURITY AS REQUIRED. 3W. PROVIDE POWER TO 10. PROVIDE GROUND FAULT PROTECTION MONITORING AS o - m o < 11 o a COIN, DAVID; Saved: 11 CIRCUIT BREAKER, TYP 480V, 10- 120/240V, 10 TRANSFORMER, TYP, TYP t....21...) PEDESTALS, LIGHTED CIRCUIT BREAKER, TYP AND 480V, 10- 120/240V, 10 TRANSFORMER, TYP, TYP PEDESTALS, LIGHTED BOLLARDS AND FA�LTNMON MON ONITOR SYSTEM ORNGLE LINE, SIMILAR SHBOLLARDS IEQUAL MOUNT AT BENDER ROUND COMMUNICATION/SECURITY•COMMUNICATION/SECURITY PANELBOARD LOCATIONS, IN NEMA 3R, SS ENCLOSURE. x s o =o EQUIPMENT. BALANCE PIER EQUIPMENT. BALANCE PIER CONTROL OUTPUT OF GFM TO SHUNT -TRIP CIRCUIT a PROVIDE GROUND IMM• LOAD BETWEEN 3 PROVIDE GROUND 1MM M•1. LOAD BETWEEN 3 SUBSTATIONS LOCATED ON BREAKERS AS SHOWN. SET TRIP RATING FOR GFM AT 2 o a 4 a C R B FAULT MONITORING SYSTEM, SEE NOTE 10 GFM �i� SUBSTATIONS LOCATED ON FAULT MONITORING EACH PIER, REFER TO PIER SYSTEM, SEE NOTE 10 GFM Iil EACH PIER, REFER TO PIER 2 100mA MAXIMUM. PROVIDE DEDICATED GFM OF 100A = N B s LL g m o LAYOUT DRAWING E-102 RECEPTACLES, AS THESE CIRCUIT BREAKERS CANNOT E F a L • Iii -- plo FOR LOCATI0NS.1 SEE NOTE L -- 8 9,11,13 1 I FOR LOCATIONS. SEE NOTE BE PROVIDED WITH THE REQUIRED 3OmA GFI OPTION. 8 9 11 13 PROVIDE SHUNT -TRIP CIRCUIT BREAKERS IN PANELBOARDS FOR 100A, 240V RECEPTACLES. O ,, - PANELBOARD MAIN CIRCUIT BREAKER (SHUNT -TRIP), TYP TO PEDESTALS AND PIER 1 LOADS, PANELBOARD MAIN CIRCUIT BREAKER (SHUNT -TRIP), TYP TYP TO PEDESTALS AND PIER 2 LOADS, 11. SEAL ALL CONDUITS ENTERING/EXITING FEED DISCONNECTS, PANELBOARDS, SUBSTATIONS AND PEDESTALS. 12. PRE -WIRE PANELBOARD SHUNT -TRIP CIRCUIT TYP BREAKERS IN FACTORY TO TERMINAL BLOCKS. 13. 208Y/120V, 30 (OR 220Y/127V, 30) DISTRIBUTION IS NOT ACCEPTABLE IN LIEU OF 120/240V, 10, 3 WIRE DISTRIBUTION. ,", 2937 SW 27th AVE. STE 1( COCONUT GROVE, FL331; 305-230-1924 moffatt & nlchol (FL EB 4877) ina \ 9450O8_E-601; Plotted: 10/26/2018 A SEAL m 7I o U O O h O O Sheet DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. E-601 Q 0 INDEX: 65 OF 68 1 2 3 4 5 DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 NOTES: GNI OFF'"a,/ UTILITY ELECTRICAL 1. SINGLE LINE DIAGRAM IS FOR INFORMATIONAL AND FEED CRITERIA REQUIREMENT PURPOSES ONLY, FINAL DESIGN WILL BE BASED ON DB TEAM CALCULATIONS AND * �� "" C °a ���,E� + 9 x 1 =— DESIGN. "B" EXISTING UNDERGROUND AREA UTILITY PAD MOUNT TRANSFORMER 2. ALL CONDUCTORS SHALL BE COPPER. ALUMINUM EXISTING UNDERGROUND D CONDUITS, REFER TO E-010 FOR LOCATIONS (BY UTILITY), 480V, 30 CONDUCTORS ARE NOT ACCEPTABLLE. SECONDARY. REFER TO E-010 CONDUITS, REFER TO E-010 FOR LOCATIONS D o AND SIZES, SEE NOTE 6 I I I I I I r _IL 1 FOR LOCATION 3. PROVIDE TERMINATION LUGS FOR ALL ELECTRICAL AND SIZES, SEE NOTE 6 EQUIPMENT AS SHOWN IN THESE PLANS. UTILITY METER, COORDINATE METERINGPROVIDE PHENOLIC LABELS (WTE \MTH BLACK WITH FPL AND OWNER 4 LETTERS) ON ALL ELECTRICAL GEAR COMPONENTS , SHOWN. COORDINATE WITH OWNER FOR EXACT NAMING I CONVENTION. 1 g Y o b ) ? PIER 3 SERVICE ENCLOSED LSG CIRCUIT BREAKER, SE RATED, 480V, 30, NEMA 6P, bl l Q PIER 4 AND PIER 8 PARTIAL SERVICE 5. PROVIDE NEMA 6P, SS DISCONNECTS FOR EACH PIER ENCLOSED LSG CIRCUIT BREAKER, SE FEED, SIZE BASED ON LOAD CALCULATIONS. REUSE RATED, 480V, 30, NEMA 6P, SEE EXISTING CONDUITS FROM EXISTING DISCONNECT NOTE 5 LOCATION TO EACH PIER. SEAL CONDUITS WATER TIGHT I SEE NOTE 5 1 1 INTO 6P ENCLOSURE. EXISTING ELECTRICAL VAULTS, EXISTING ELECTRICAL VAULTS, REFER TO E-010 FOR LOCATION REFER TO E-010 FOR LOCATION 6. EXISTING UNDERGROUND CONDUIT BETWEEN PIER CAPTURE EXISTING POWER FEED CONDUIT, EXTEND NEW CONDUIT AS REQUIRED AT PIER ENTRANCE CAPTURE EXISTING POWER FEED CONDUIT, EXTEND NEW CONDUIT AS PROVIDE GROUND FAULT REQUIRED AT PIER ENTRANCE SERVICE DISCONNECT AND PIER IS TO BE REUSED. REMOVE EXISTING FEED CONDUCTORS, CLEAN CONDUIT AND REPAIR AS NECESSARY. CONDUCTOR SIZE AND PROVIDE GROUND FAULT COUNT BASED ON DB TEAM ELECTRICAL DESIGN I ' GFM MONITORING SYSTEM, SEE ' NOTE 10 I GFM MONITORING SYSTEM, SEE CALCULATIONS. NOTE 10 g Lu C P3-1 PANELBOARD r80V, 03, NEMA 3R, SS, SEE NOTES 6,7,8,9 PROVIDE SHUNT —TRIP I • }HUNT BREAKER P4-1 PANELBOARD I 7 I-480V, 03, NEMA 3R, SS, SEE NOTES 6,7,8,9 —TRIP CIRCUIT I I I I •I • }HUNT BREAKER 7. PROVIDE 480V, 30 NEMA 3R, SS PANELBOARDS AT —I EACH PIER FOR ELECTRICAL DISTRIBUTION OF 480V, 10 —TRIP CIRCUIT POWER TO EACH MARINE SUBSTATION. REFER TO I ELECTRICAL LAYOUT SHEETS E-101 TO E-109 FOR I LOCATIONS OF PANELBOARDS. BALANCE SINGLE PHASE C DINNER KEY MARII DCP DRAWINGS AREA B SINGLE LII DIAGRAM CIRCUIT A,B SUBSTATIONS_I 2P BREAKERS TO1 1—�• B,C 2P • A,C 2P ` / • T b A,B Cbp3P CB I L_�•2P I B,C 2P • 6 6( A,C 2P / • \ LOADS. PROVIDE PANELBOARD WITH SHUNT —TRIP MAIN CIRCUIT BREAKER, AND PROVIDE SHUNT —TRIP CIRCUIT �43P CB I FFACTORYSFOR INSTALLUBSTATION AND P EWREEDER AS INTEGRAL PART OF PANELBOARD. oo IL. I SPD I I I L— I SPD I J — — — I PROVIDE GROUND — — — — I PROVIDE GROUND 8. PROVIDE (3) MARINE SUBSTATIONS WITH INTEGRAL PRIMARY CIRCUIT BREAKER, TRANSFORMER, AND MCB a o FAULT MONITORING GFM ��� ; PROVIDE CIRCUIT FAULT MONITORING GFM MPANELBOARD. PROVIDE CIRCUIT BALANCE LOADS IN PANELBOARD FORSYSTEM, SEE NOTE 10 BREAKERS FOR MISC PIER SYSTEM, SEE NOTE 10 LOADS AS iTT BREAKERS FOR MISC PIER SUBSTATION LOADING.ELECTRICAL ELECTRICAL LOADS AS — PROVIDE CONDUIT AND CONDUCTORS TOEQUALLY. o NEEDED, PROVIDE 2 CB OF PROVIDE CONDUIT AND SIZE AS SPARE CONDUCTORS TOEACH NEEDED, PROVIDE 2 CB OF 9. BALANCE LOADS OF EACH PIER INTO 3 SUBSTATIONSEACH SIZE AS SPARE INCLUDE MISCELLANEOUS LOADS ON PIER SIZE ANDINTO Z wAND SUBSTATIONS, SIZESUBSTATIONS, COUNT PROVIDED DB TEAMNEMA PROVIDE PRIMARY p MARINE SUBSTAONS, COUNT PRODED BY DB 3R SS, TEAM3R 10, 3W. PROVIDE PRIMARY• PROVIDE POWER TO SUBSTATIONS INCLUDING: SINGLE PHASE LOADS MARINE SUBSTATIONS, NEMA FOR LIGHT BOLLARDS, ACCESS POINT POWER, ANDBY SS, 480V-240/120V, 10, GATE SECURITY AS REQUIRED.480V-240/120V, 3W. PROVIDE POWER TO PEDESTALS, LIGHTED 10. PROVIDE GROUND FAULT PROTECTION MONITORING ASSHO m o o " 'COIN, DA VAD; Saved: 1 CIRCUIT BREAKER, TYP 480V, 10-120/240V, 10 TRANSFORMER, TYP lll.��lJ���J��.JJJ CIRCUIT BREAKER, TYP BOLLARDS AND HTED 480V, 10— 120/240V, 10 COMMUNICATION/SECURITY TRANSFORMER, TYP, TYP COMMUNICATION/SECURITY FAUULTNMON MON ONITOR SYSTEM ORNGLE LINE, SIMILAR (EQUAL. MOUNT AT BENDER ROUND EQUIPMENT. BALANCE PIER PANELBOARD LOCATIONS, IN NEMA 3R, SS ENCLOSURE. Y . _g EQUIPMENT. BALANCE PIER LOAD BETWEEN 3 CONTROL OUTPUT OF GFM TO SHUNT —TRIP CIRCUIT PROVIDE GROUND IMMMi i LOAD BETWEEN 3 PROVIDE GROUND IMMM� i SUBSTATIONS LOCATED ON BREAKERS AS SHOWN. SET TRIP RATING FOR GFM AT o 2r''a Q FAULT MONITORING GFM iM1 SUBSTATIONS LOCATED ON FAULT MONITORING GFM i=1 EACH PIER, REFER TO PIER 100mA MAXIMUM. PROVIDE DEDICATED GFM OF 100A o e 4 B SYSTEM, SEE NOTE 10 EACH PIER, REFER TO PIER SYSTEM, SEE NOTE 10 4 LAYOUT DRAWING E-104 RECEPTACLES, AS THESE BREAKERS CANNOT B o E F rdN: — No 89Ai03ATI0NS. SEE NOTE --I i — G TCIRU P I O 891103AT1ONS. SEE NOTE PROV1DOARDS FOR 100A, 2Q40 BREEAKERS ILESPTION. :4M — PANELBOARD MAIN CIRCUIT BREAKER (SHUNT TYPE), TYP TO PEDESTALS AND PIER 3 LOADS, PANELBOARD MAIN CIRCUIT BREAKER (SHUNT TYPE), TYP TYP PEDESTALS PEDESTALS (SLIPS AND LOADS AND LOADS #1 THROUGH ON PIER 4, ON PIER 8 SLIP #9),TYP 11. SEAL ALL CONDUITS ENTERING/EXITING FEED DISCONNECTS, PANELBOARDS, SUBSTATIONS AND PEDESTALS. 12. PRE —WIRE PANELBOARD SHUNT —TRIP CIRCUIT TYP BREAKERS IN FACTORY TO TERMINAL BLOCKS. 13. 208Y/120V, 30 (OR 220Y/127V, 30) DISTRIBUTION IS NOT ACCEPTABLE IN LIEU OF 120/240V, 10, 3 WIRE DISTRIBUTION. L_ ,", 2CO SN 2GRh VE. 3E 1( COCONUT GROVE, 2 331; 305-230-1924 moffatt & nlchol (FL EB 4877) ina \9450O8_E-602; Platted: 10/26/2018 A A • `SEAL m 71 O O O h O p O 1h Sheet m DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. E-602 Q 0 INDEX: 66 OF 68 1 I 2 I 3 I 4 I 5 `` DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 NOTES: %F _ = c-1 OF s % UTILITY ELECTRICAL 1. SINGLE LINE DIAGRAM IS FOR INFORMATIONAL AND FEED CRITERIA REQUIREMENT PURPOSES ONLY, FINAL DESIGN WILL BE BASED ON DB TEAM CALCULATIONS AND % '! * co„ ,,,,E, .� " 0, t o „ x 1‘vsm_�- . Q DESIGN. "C" EXISTING UNDERGROUND AREA UTILITY PAD MOUNT TRANSFORMER 2. ALL CONDUCTORS SHALL BE COPPER. ALUMINUM D CONDUITS, REFER TOE E-011 FOR LOCATIONS I (BY UTILITY), —__ KVA, CONDUCTORS ARE NOT ACCEPTABLLE. REFER TO E-011 FOR D o AND SIZES, SEE NOTE 6 I 1 Lr I r J I LOCATION 3. PROVIDE TERMINATION LUGS FOR ALL ELECTRICAL UTILITY METER, EQUIPMENT AS SHOWN IN THESE PLANS. COORDINATE METERING 4. PROVIDE PHENOLIC LABELS (WHITE WITH BLACK WITH FPL AND OWNER LETTERS) ON ALL ELECTRICAL GEAR COMPONENTS SHOWN. COORDINATE WITH OWNER FOR EXACT NAMING CONVENTION. g o b` ? PIER 5 AND PIER 8 PARTIAL 5. PROVIDE NEMA 6P, SS DISCONNECTS FOR EACH PIER SERVICE ENCLOSED LSG CIRCUIT BREAKER, SE FEED, SIZE BASED ON LOAD CALCULATIONS. REUSE RATED, 480V, 30, NEMA 6P, EXISTING CONDUITS FROM EXISTING DISCONNECT LOCATION TO EACH PIER. SEAL CONDUITS WATER TIGHT SEE NOTE 5 INTO 6P ENCLOSURE. —i EXISTING ELECTRICAL VAULTS, REFER TO E-011 FOR LOCATION 6. EXISTING UNDERGROUND CONDUIT BETWEEN PIER CAPTURE EXISTING POWER FEED CONDUIT, EXTEND NEW CONDUIT AS REQUIRED AT PIER ENTRANCE SERVICE DISCONNECT AND PIER IS TO BE REUSED. REMOVE EXISTING FEED CONDUCTORS, CLEAN CONDUIT AND REPAIR AS NECESSARY. CONDUCTOR SIZE AND PROVIDE GROUND FAULT COUNT BASED ON DB TEAM ELECTRICAL DESIGN I P5-1 PANELBOARD GFM MONITORING SYSTEM, SEE CALCULATIONS. NOTE 10 a w C r80V, 03, NEMA 3R, SS, SEE NOTES 6,7,8,9 PROVIDE SHUNT —TRIP I BREAKER 7. PROVIDE 480V, 30 NEMA 3R, SS PANELBOARDS AT 1 7 EACH PIER FOR ELECTRICAL DISTRIBUTION OF 480V, 10 J POWER TO EACH MARINE SUBSTATION. REFER TO HUNT —TRIP CIRCUIT I ELECTRICAL LAYOUT SHEETS E-101 TO E-109 FOR LOCATIONS OF PANELBOARDS. BALANCE SINGLE PHASE C DINNER KEY MARII DCP DRAWINGS AREA C SINGLE LII DIAGRAM 0 PM by DA UCOIN CIRCUIT BREAKERS TO SUBSTATIONS ` L ( 1 A,B b 2P • B,C 2P f \• 1A,C 1 2P ( \ LOADS. PROVIDE PANELBOARD WITH SHUNT —TRIP MAIN CIRCUIT BREAKER, AND PROVIDE SHUNT —TRIP CIRCUIT O /� 30A I BREAKERS FOR SUBSTATION FEEDER CIRCUITS. \p 3P CBI FACTORY INSTALL AND PREWIRE AS INTEGRAL PART OF PANELBOARD. I SPD PROVIDE GROUND I 8. PROVIDE (3) MARINE SUBSTATIONS WITH INTEGRAL PRIMARY CIRCUIT BREAKER, TRANSFORMER, AND MCB FAULT MONITORING SYSTEM, SEE NOTE 10 GFM i i; PROVIDE CIRCUIT BREAKERS FOR MISC PIER PANELBOARD. BALANCE LOADS IN PANELBOARD FOR SUBSTATION LOADING.ELECTRICAL M LOADS AS� — PROVIDE CONDUIT AND CONDUCTORS TO NEEDED, PROVIDE 2 CB OF 9. BALANCE LOADS OF EACH PIER INTO 3 SUBSTATIONS EACH SIZE AS SPARE EQUALLY. INCLUDE MISCELLANEOUS LOADS ON PIER J § a N d- N SUBSTATIONS, SIZE AND COUNT PROVIDED BY DB TEAM PROVIDE PRIMARY TT INTO SUBSTATIONS INCLUDING: SINGLE PHASE LOADS MARINE SUBSTATIONS, FOR LIGHT BOLLARDS, ACCESS POINT POWER, AND NEMA 3R SS, GATE SECURITY AS REQUIRED. 480V-240/120V, 10, 3W. PROVIDE POWER TO 10. PROVIDE GROUND FAULT PROTECTION MONITORING AS a c Z o g b a < " a x s a o o CIRCUIT BREAKER, TYP 480V, 10-120/240V, 10 TRANSFORMER, TYP lit LAIL) LL PEDESTABOLLARDLS,SHOWN ON SINGLE LINE, SIMILAR TO BENDER GROUND AND LIGHTED FAULT MONITOR SYSTEM OR EQUAL. MOUNT AT COMMUNICATION/SECURITY PANELBOARD LOCATIONS, IN NEMA 3R, SS ENCLOSURE. . '_: 7 EQUIPMENT. BALANCE PIER CONTROL OUTPUT OF GFM TO SHUNT —TRIP CIRCUIT _ . r a o c' PROVIDE GROUND LOAD BETWEEN 3 BREAKERS AS SHOWN. SET TRIP RATING FOR GFM AT r = r S B FAULT MONITORING SYSTEM, SEE NOTE 10 GFM �i� SUBSTATIONS LOCATED ON EACH PIER, REFER TO PIER 100mA MAXIMUM. PROVIDE DEDICATED GFM OF 100A o B s E E o RECEPTACLES, AS THESE CIRCUIT BREAKERS CANNOT F • ili 5 LAYOUT DRAWING E-105, DNDWING E-10YO OR BE PROVIDED WITH THE REQUIRED GFI OPTION. PROVIDE SHUNT —TRIP CIRCUIT BREAKERS IN PANELBOARDS FOR 100A, 240V RECEPTACLES. ,", 2937 SW 27th AVE. STE 101A COCONUT GROVE, FL33133 305-230-1924 moffatt & nlchol (FL EB 4877) ina \945008_E-603; Plotted 10/26/2018 3:51 F PANELBOARD MAIN CIRCUIT BREAKER (SHUNT —TRIP), TYP PEDESTALS PEDESTALS AND LOADS AND LOADS (SLIPS #10 THROUGH ON PIER 5, ON PIER #25) LOCATIONS. SEE NOTE 8,9,11,13 11. SEAL ALL CONDUITS ENTERING/EXITING FEED DISCONNECTS, PANELBOARDS, SUBSTATIONS AND PEDESTALS. 12. PRE —WIRE PANELBOARD SHUNT —TRIP CIRCUIT TYP BREAKERS IN FACTORY TO TERMINAL BLOCKS. 8 13. 208Y/120V, 30 (OR 220Y/127V, 30) DISTRIBUTION IS NOT ACCEPTABLE IN LIEU OF 120/240V, 10, 3 WIRE DISTRIBUTION. A SEAL m 7I o U O O h O O Sheet DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. E-603 Q 0 INDEX: 67 OF 68 1 I 2 I 3 4 5 DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 1 I 2 I 3 I 4 I 5 UTILITY ELECTRICAL FEED AREA "D" UTILITY ; % CYOF y YT'ay F * u1111 1111n rl�t II IB Q� O x l .. m l l.J.AJ.JJ PAD MOUNT TRANSFORMER(BY EXISTING UNDERGROUND CONDUITS, REFER TOE E-011 FOR LOCATIONS EXISTING UNDERGROUND REFER TO E)� 011 FOR VA CONDUITS, REFER TO E-011 FOR LOCATIONS D (I'1 AND SIZES, SEE NOTE 6 I I 1 LOCATION AND SIZES, SEE NOTE 6 COMETER, D o I I L r -J L. 1 I COORDINATE METERING WITH FPL AND OWNER 1 -1 1 1 1 I I s O. ) ? PIER 6 SERVICE EXISTING UNDERGROUND ENCLOSED LSG CIRCUIT CONDUITS, REFER TO BREAKER, SE RATED, E-011 FOR LOCATIONS 480V, 30, NEMA 6P, AND SIZES, SEE NOTE 6 6 ) ? PIER 7 AND PIER 8 PARTIAL SERVICE ENCLOSED LSG CIRCUIT BREAKER, SE RATED, 480V, 30, NEMA 6P, SEE 6 ) ? PIER 9 SERVICE ENCLOSED LSG CIRCUIT BREAKER, SE RATED, 480V, 30, NEMA 6P, 1 SEE NOTE 5 I NOTE 5 1 SEE NOTE 5 EXISTING ELECTRICAL VAULTS, REFER TO E-011 FOR LOCATION EXISTING ELECTRICAL VAULTS, REFER TO E-011 FOR LOCATION EXISTING ELECTRICAL VAULTS, REFER TO E-011 FOR LOCATION -1 CAPTURE EXISTING POWER FEED CAPTURE EXISTING POWER FEED 1 CAPTURE EXISTING POWER FEED CONDUIT, EXTEND NEW CONDUIT AS REQUIRED AT PIER ENTRANCE CONDUIT, EXTEND NEW CONDUIT AS REQUIRED AT PIER ENTRANCE CONDUIT, EXTEND NEW CONDUIT AS REQUIRED AT PIER ENTRANCE e 1 GFM PROVIDE GROUND FAULT MONITORING SYSTEM, SEE I• NOTE 10 P7-1 PANELBOARD GFM PROVIDE GROUND FAULT MONITORING SYSTEM, SEE 1 NOTE 10 GFM PROVIDE GROUND FAULT MONITORING SYSTEM, SEE NOTE 10 P6-1 PANELBOARD �80V, 03, NEMA 3R, r480V, 03, NEMA 3R, SS, SEE NOTES 6,7,8,9 pp•}HUNT-TRIP CIRCUIT I I SS, SEE NOTES 6,7,8,9 SHUPROVIDE I BREAKER I I •SHUNT P9-1 PANELBOARD r480V, 03, NEMA 3R, -TRIP CIRCUIT I 1 SS, SEE NOTES 6,7,8,9 BREAKER I I •SHUNT Y -TRIP CIRCUIT BREAKER DINNER KEY MARINA DCP DRAWINGS AREA D SINGLE LINE DIAGRAM C CIRCUIT 1 BREAKERS TO SUBSTATIONSL_�• IIL I A,B 2P �. I B,C 2P �. I A,C 2P Co \ 1 (I30A 43P CB 1A,B 2P . �� 1B,C 2P X A,C 2P (• b (� 30A I I _ 0 43P CB I I- {• 1A,B 6 2P �• B,C I2P X•2P A,C (o b (� 30A p3P CB I U I III I SPD I J L- I SPD I J � L_ I SPD I J PROVIDE GROUND ~ PROVIDE GROUND ~ PROVIDE GROUND ~ ° ; PROVIDE CIRCUIT ; PROVIDE CIRCUIT PROVIDE CIRCUIT FAULT MONITORING GFM iiT FAULT MONITORING GFM M�� FAULT MONITORING GFM ��� ; a SYSTEM, SEE NOTE 10 i SYSTEM, SEE NOTE 10 BREAKERS FOR MISC PIER ELECTRICAL LOADS AS io 0 BREAKERS FOR MISC PIER SYSTEM, SEE NOTE 10 ELECTRICAL LOADS AS i� ' BREAKERS FOR MISC PIER ELECTRICAL LOADS AS % on I• NEEDED, PROVIDE 2 CB OF PROVIDE CONDUIT AND NEEDED, PROVIDE 2 CB OF PROVIDE CONDUIT AND r NEEDED, PROVIDE 2 CB OF ro PROVIDE CONDUIT AND SIZE AS SPARE CONDUCTORS TO EACH SIZE AS SPARE EACH SIZE AS SPARE CONDUCTORS TO AllEACH SUBSTATIONS, SIZE AND Al CONDUCTORS TO SUBSTATIONS, SIZE AND a N SUBSTATIONS, SIZE AND COUNT PROVIDED MARINE SUBSTATIONS, COUNT PROVIDED BY DB MARINE SUBSTATIONS, COUNT PROVIDED BY DB MARINE SUBSTATIONS, M&N Project No. 9450-08 DA VAD; Saved: 10/24, BY DB TEAM PROVIDE PRIMARY CIRCUIT BREAKER, TYP NEMA 3R SS, TEAM 480V-240/120V, 10, 3W. PROVIDE PRIMARY PROVIDE POWER TO CIRCUIT BREAKER, TYP PEDESTALS, LIGHTED BOLLARDS AND 480V, 10-120/240V, 10 (• (• l L Q I NEMA 3R SS, TEAM 480V-240/120V, 10, 3W. PROVIDE PRIMARY PROVIDE POWER TO CIRCUIT BREAKER, TYP PEDESTALS, LIGHTED BOLLARDS AND 480V, 10- 120/240V, 10 u%�/ Q (• NEMA 3R SS, 480V-240/120V, 10, 3W. PEDESTALSO LGHTED BOLLARDS AND a o a g r o r 11 g a 480V, 10-120/240V, 10 TRANSFORMER, TYP COMMUNICATION/SECURITY TRANSFORMER, TYP, TYP COMMUNICATION/SECURITY TRANSFORMER, TYP, TYP COMMUNICATION/SECURITY EQUIPMENT. BALANCE di EQUIPMENT. BALANCE PIER EQUIPMENT. BALANCE x PROVIDE GROUND IMMM•M i PIER LOAD BETWEEN 3 PROVIDE GROUND imp-�• LOAD BETWEEN 3 PROVIDE GROUND PIER LOAD BETWEEN 3 ' . z o FAULT MONITORING GFM ��i D 1 SUBSTATIONS LOCATED FAULT MONITORING GFM ��� SUBSTATIONS LOCATED ON FAULT MONITORING GFM IM ��� I SUBSTATIONS LOCATED �= ' w" SYSTEM, SEE NOTE 10 ON EACH PIER, REFER SYSTEM, SEE NOTE 10 • EACH PIER, REFER TO SYSTEM, SEE NOTE 10 • ON EACH PIER, REFER TO a '' QB---- ILM: -- TO PIER 6 LAYOUT DRAWING E-106 FOR L -- 1 . PIER 7 LAYOUT DRAWING E-107 & PIER 8 DRAWING L - -- - - PIER9LAYOUTDRAWING E-109. SEE NOTE 8,9,11,13 N B 2 8 < HI LOCATIONS. SEE NOTE E-108 FOR LOCATIONS. a PANELBOARD MAIN CIRCUIT BREAKER (SHUNT -TRIP), TYP TO NOTES: PEDESTALS AND PIER 6 LOADS, TYP 8,9,11,13 PANELBOARD MAIN CIRCUIT BREAKER (SHUNT -TRIP), TYP PEDESTALS ` PEDESTALS (SLIPS #26 AND AND THROUGH LOADS LOADS ON SLIP PIER ON PIER #47),TYP 7, 8 TYP SEE NOTE 8,9,11,13 PANELBOARD MAIN CIRCUIT BREAKER (SHUNT -TRIP), TYP PEDESTALS AND LOADS ON PIER 9, TYP ,", 2937 SW 27th AVE. STE 101A COCONUT GROVE, FL33133 305-230-1924 moffatt & nlchol (FL EB 4877) ina \945008_E-604; Platted 10/26/2018 3: 51 1. SINGLE LINE DIAGRAM IS FOR INFORMATIONAL AND CRITERIA REQUIREMENT PURPOSES ONLY, FINAL DESIGN 8. PROVIDE (3) MARINE SUBSTATIONS WITH INTEGRAL PRIMARY CIRCUIT BREAKER, TRANSFORMER, AND MCB WILL BE BASED ON DB TEAM CALCULATIONS AND DESIGN. PANELBOARD. BALANCE LOADS IN PANELBOARD FOR SUBSTATION LOADING. 2. ALL CONDUCTORS SHALL BE COPPER. ALUMINUM CONDUCTORS ARE NOT ACCEPTABLLE. 9. BALANCE LOADS OF EACH PIER INTO 3 SUBSTATIONS EQUALLY. INCLUDE MISCELLANEOUS LOADS ON PIER INTO SUBSTATIONS INCLUDING: SINGLE PHASE LOADS FOR LIGHT BOLLARDS, ACCESS POINT POWER, AND 3. PROVIDE TERMINATION LUGS FOR ALL ELECTRICAL EQUIPMENT AS SHOWN IN THESE PLANS. GATE SECURITY AS REQUIRED. .. A 4. PROVIDE PHENOLIC LABELS (WHITE WITH BLACK LETTERS) ON ALL ELECTRICAL GEAR COMPONENTS SHOWN. 10. PROVIDE GROUND FAULT PROTECTION MONITORING AS SHOWN ON SINGLE LINE, SIMILAR TO BENDER GROUND COORDINATE WITH OWNER FOR EXACT NAMING CONVENTION. FAULT MONITOR SYSTEM OR EQUAL. MOUNT AT PANELBOARD LOCATIONS, IN NEMA 3R, SS ENCLOSURE. CONTROL OUTPUT OF GFM TO SHUNT -TRIP CIRCUIT BREAKERS AS SHOWN. SET TRIP RATING FOR GFM AT 5. PROVIDE NEMA 6P, SS DISCONNECTS FOR EACH PIER FEED, SIZE BASED ON LOAD CALCULATIONS. REUSE 100mA MAXIMUM. PROVIDE DEDICATED GFM OF 100A RECEPTACLES, AS THESE CIRCUIT BREAKERS CANNOT EXISTING CONDUITS FROM EXISTING DISCONNECT LOCATION TO EACH PIER. SEAL CONDUITS WATER TIGHT BE PROVIDED WITH THE REQUIRED 30mA GFI OPTION. PROVIDE SHUNT -TRIP CIRCUIT BREAKERS IN INTO 6P ENCLOSURE. PANELBOARDS FOR 100A, 240V RECEPTACLES. 6. EXISTING UNDERGROUND CONDUIT BETWEEN PIER SERVICE DISCONNECT AND PIER IS TO BE REUSED. REMOVE 11. SEAL ALL CONDUITS ENTERING/EXITING FEED DISCONNECTS, PANELBOARDS, SUBSTATIONS AND PEDESTALS. EXISTING FEED CONDUCTORS, CLEAN CONDUIT AND REPAIR AS NECESSARY. CONDUCTOR SIZE AND COUNT BASED ON DB TEAM ELECTRICAL DESIGN CALCULATIONS. 12. PRE -WIRE PANELBOARD SHUNT -TRIP CIRCUIT BREAKERS IN FACTORY TO TERMINAL BLOCKS. 1 SEAL gi . QI o 7i o 0 7. PROVIDE 480V, 30 NEMA 3R, SS PANELBOARDS AT EACH PIER FOR ELECTRICAL DISTRIBUTION OF 480V, 10 13. 208Y/120V, 30 (OR 220Y/127V, 30) DISTRIBUTION IS NOT ACCEPTABLE IN LIEU OF 120/240V, 10, 3 WIRE Sheet POWER TO EACH MARINE SUBSTATION. REFER TO ELECTRICAL LAYOUT SHEETS E-101 TO E-109 FOR DISTRIBUTION. LOCATIONS OF PANELBOARDS. BALANCE SINGLE PHASE LOADS. PROVIDE PANELBOARD WITH SHUNT -TRIP MAIN CIRCUIT BREAKER, AND PROVIDE SHUNT -TRIP CIRCUIT BREAKERS FOR SUBSTATION FEEDER CIRCUITS. FACTORY INSTALL AND PREWIRE AS INTEGRAL PART OF PANELBOARD. DCP DRAWINGS 24 OCTOBER 2018 NOT TO BE USED FOR CONSTRUCTION Reference No. E-604 Q 0 INDEX: 68 OF 68 1 I 2 I 3 4 5 DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING S]PIEC!IF1 lam, PURPOSIE SUR V UPI ,AND BOUNDARY Y LOCATION SKETCH II I - _ CN ` CENTER IiNE � ARTHUS II Nap • I 1 \� I I OII W a \04 x?7 7 �N LL I W m 3 L= 30.73 R=45.07 A=39'03'58" 0. L= 66.42 R=85.28 A=44'37'39" S75' 19' 03"E 12.27- PORTION OF TRACT A P.B. 34 PAGE 2 HISTORIC NORTHEASTERLY RIGHT-OF-WAY LINE N 00'00'00"E 63.10 POINT OF COMMENCEMENT SW COR, NW 1/4 22-54S-41 E CENTER LINE OF RIGHT-OF-WAY PAN AMERICAN DRIVE HISTORIC SOUTHWESTERLY RIGHT-OF-WAY LINE POINT OF BEGINNING N90' 00' 00"E 30.00 N0' 00' 00"E 133.58 KENNETH MYERS PARK S88' 52' 02"W 8.55 3385 PAN AMERICAN DR S44' 22' 00"E 342.91 TIIF DISCLAIMER 309468 DOCUMENT ID 30476 FILE NUMBER 4917 BISCAYNE BAY 3377 CHARTHOUSE DR BISCAYNE BAY S43' 47' 00"E 399.97 TIIF DISCLAIMER 309468 DOCUMENT ID 30476 FILE NUMBER 4917 TIIF CORRECETIVE DEED 311303 DOCUMENT ID 19448 FILE NUMBER 0000 N44' 20' 34"W 528.19 N43' 47' 00"W 235.56 11111 II 11 1 BISCAYNE BAY 11 11 11 11 II 11 11 11 II 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 11111 11 11 11 II 11 11 11 11 II II 11 t 0 rt II II II II BISCAYNE BAY BISCAYNE GRAPHIC SCALE 80 0 40 80 160 1 inch = 100 ft. CLIENT Moffatt & Nichol 2937 SW 27th AVENUE Suite 101A Coconut Grove, Florida 33133 SURVEYORS CERTIFICATION; I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF THAT THE ATTACHED "SPECIFIC PURPOSE SURVEY" IS TRUE AND CORRECT. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, SET FORTH IN CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. TI VOTHY IV VIAYE, License #7022 DSM FT. NAPLES KEY WEST SHEET KEY SOUTH FLORIDA rea:. PIERCE TUART 1,K KEECHOBE1JUPITER WEST PALM BEACH BOCA RATON 1 1'ia MIAMI NOT TO SCALE FORT LAUDERDALE PROJECT LOCATION SHEET 2 SHEET 1 LEGAL DESCRIPTION (UPLAND): COMMENCE AT THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 22, TOWNSHIP 54 SOUTH, RANGE 41 EAST, MIAMI DADE COUNTY, FLORIDA; THENCE NORTH 00°00'00" EAST ALONG SAID SECTION LINE FOR 63.10 FEET TO A POINT; THENCE NORTH 90°00'00" EAST FOR 30.00 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL OF LAND: THENCE NORTH 38°42'00" EAST ALONG A LINE PARALLEL WITH AND 44.00 FEET SOUTHWESTERLY OF, AS MEASURED AT RIGHT ANGLES TO THE NORTHWESTERLY LINE OF "TRACT A" DINNER KEY, AS RECORDED IN PLAT BOOK 34, AT PAGE 2, OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA, FOR 922.70 FEET TO A POINT ON THE NEXT DESCRIBED CURVE, SAID POINT BEARING NORTH 20°14'38" EAST FROM THE RADIUS POINT OF SAID CURVE; THENCE SOUTH AND SOUTHEASTERLY ALONG A CIRCULAR CURVE TO THE RIGHT, CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 45.07 FEET AND A CENTRAL ANGLE OF 39°03'58" FOR AN ARC DISTANCE OF 30.73 FEET TO A POINT OF TANGENCY; THENCE SOUTH 30°41'24" EAST ALONG THE EASTERLY LINE OF SAID "TRACT A" DINNER KEY, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 34, AT PAGE 2 OF THE PUBLIC. RECORDS OF MIAMI DADE COUNTY, FLORIDA FOR 196.76 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY ALONG A CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 85.28 FEET AND A CENTRAL ANGLE OF 44°37'39" FOR AN ARC DISTANCE OF 66.42 FEET TO POINT OF TANGENCY; THENCE SOUTH 75°19'03" EAST FOR 12.27 FEET; THENCE SOUTH 15°12'57" WEST FOR 267.44 FEET; THENCE SOUTH 44°22'00" EAST FOR 342.91 FEET; THENCE NORTH 87°54'15" EAST FOR 182.30 FEET; THENCE SOUTH 43°47'00" EAST FOR 399.97 FEET; THENCE SOUTH 45°29'25" WEST FOR 385.78 FEET; THENCE NORTH 43°47'00" WEST FOR 235.56 FEET; THENCE SOUTH 45°23'51" WEST FOR 690.88 FEET; THENCE NORTH 44°20'34" WEST FOR 528.19 FEET; THENCE SOUTH 88°52'02" WEST FOR 8.55 FEET; THENCE NORTH 12°55'00" WEST FOR 379.71 FEET; THENCE NORTH 00°00'00" EAST FOR 133.58 FEET TO THE POINT OF BEGINNING. CONTAINING 24.64 ACRES, MORE OR LESS. THERE MAY BE ADDITIONAL RESTRICTIONS AND DEDICATIONS THAT ARE NOT SHOWN ON THIS SURVEY AND MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. SURVEYOR'S NOTES: 1. THIS IS A SPECIFIC PURPOSE SURVEY. 2. THE PURPOSE OF THIS SURVEY IS IS TO UPDATE EXISTING SITE TOPOGRAPHY, DISPLAY THE BOUNDARY OF DINNER KEY MARINA AND THE ADJACENT SUBMERGED LAND LEASE AND LOCATE THE ABOVE GROUND UTILITIES ON THE PIERS AND ADJACENT UPLANDS OF DINNER KEY MARINA. 3. THIS IS NOT A BOUNDARY SURVEY. 4. THE HORIZONTAL DATUM FOR THE PROJECT IS THE NORTH AMERICAN DATUM OF 1983/2011 ADJUSTMENT (NAD83/2011), FLORIDA EAST ZONE 0901. 5. THE VERTICAL DATUM FOR THE PROJECT IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 6. ALL DISTANCES SHOWN HERON ARE IN US SURVEY FEET. 7. THE BASIS OF BEARING IS THE CITY OF MIAMI MONUMENT LINE OF SOUTH BAYSHORE DRIVE, HAVING A PUBLISHED BEARING OF N38°42'00"E. ALL BEARINGS ARE RELATIVE THERE TO. 8. BEARING CONVERSIONS TO NAD83/2011 GRID BEARINGS CAN BE MADE BY SUBTRACTING 2°24'42" FROM THE BEARINGS SHOWN HERON. 9. BOUNDARY LINES DISPLAYED HERON ARE FOR INFORMATIONAL PURPOSES ONLY. 10. OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 11. RECORD SEARCHES BY THIS OFFICE HAVE BEEN LIMITED TO THE PUBLIC RECORDS OF, MIAMI-DADE COUNTY, AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. RECORD SEARCHES DO NOT EXCEED 20 YEARS AND ARE NOT CONSIDERED EXHAUSTIVE AND/OR COMPREHENSIVE. 12. THERE MAY BE ADDITIONAL RESTRICTIONS AND DEDICATIONS THAT ARE NOT SHOWN ON THIS SURVEY AND MAYBE FOUND IN THE PUBLIC RECORDS OF MIAMI-DADE COUNTY. 13. AERIAL IMAGERY FROM MICROSOFT BING DATED 2018 O1In Hydrographlc Solutions, Inc. 2900 Calusa St, Miami, Florida, 33133 Consulting Engineering, Surveying & Mapping, and Environmental Services Phone: (305) 619-2800 Fax: (305) 860-4411 LB # 7999 CA # 26050 PROJECT KEY VAI\A SURVEY TITLE SPECIFIC PURPOSE DRAWING DATE: 8-16-18 OHS JOB NO. 18-028 SCALE: As Shown REV DATE: USACE JOB NO: N/A DRAWN BY: T.Mayer APPROVED BY: D. Olin PAGE 1 OF 5 SPIEC11-1C PURPOSE SURVEY SUBME I0) GED LAN\! 1. DINNER KEY MARINA r 0 03 z N25° 44' 01.29" W80° 13' 38.48" 0 N 51 ° 25' 22"E 441.79 N25° 43' 28.31" W80° 14' 24.49" i N14° 32' 50"E 180.86 —N45° 33' 06"E 250.00 �N76° 32' 57"E 526.25 S74° 36' 42"E 17.01 N45° 24' 23"E 307.78 S44° 24' 40"E 529.84 S74° 36' 25"E 40.57 N88° 24' 43"E 325.79 N40° 56 39 W 8687.89 S35° 51' 18"E 7513.59 TI1F DEED \O. 19448 300< 3130, PAGE 260 VIAV1 DARE ECO3S S47° 19' 27"W 265.31—N, N25° 43' 02.59" W80° 12' 47.98" 4 4 2�c 7 .85 N25° 42' 29.95" W80° 12' 46.84" N25°42'25.48" W80°13'19.68" 0 cb GRAPHIC SCALE 80 0 40 80 160 1 inch = 500. ft. CLIENT NOTE: WORLD GEODETIC SYSTEM OF 1984 LATITUDE AND LONGITUDE COORDINATES SHOWN HERON ARE FROM CLIENT PROVIDED DOCUMENT TITLED "DINNER KEY MOORING FIELD.PDF". BEARINGS AND DISTANCES ARE RELATIVE TO THE COORDINATES SHOWN ON SAID DOCUMENT AND REFERENCED TO THE BASIS OF BEARING OF THIS SURVEY LEGAL DESCRIPTION (SUBMERGED LAND) : ALL THAT SUBMERGED AND PARTIALLY SUBMERGED LAND IN SECTIONS 21, AND 22, 23, 26, 27, AND 35, TOWNSHIP 54 SOUTH, RANGE 41 EAST, DESCRIBED AS FOLLOWS: BOUNDED ON THE NORTHWEST BY THE UNITED STATES PIER -HEAD AND BULKHEAD LIS AS ESTABLISED ALONG THE WESTERLY SIDE OF BISCAYNE BAY; BOUNDED ON THE NORTHEAST BY THE SOUTHEASTERLY PRODUCTION OF THE NORTHEASTERLY RIGHT OF WAY LINE OF KIRK STREET; BOUNDED ON THE SOUTHWEST BY THE SOUTHEASTERLY PRODUCTION OF THE SOUTHWESTERLY BOUNDARY OF THAT TRACT OF LAND MARKED "JOHN H. HOPKINS LOT, LAKE PLACID SCHOOL", ACCORDING TO THE PLAT OF THE JOHN a. HOPKINS LAKE PLACID SCHOOL PROPERTY, AS RECORDED IN PLAT BOOK 6 AT PAGE 152, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA BOUNDED ON THE SOUTHEAST BY THAT LAND WHICH IS CONSISTENTLY MORE THAN 6 FEET BELOW THE MEAN -LOW WATER SURFACE OF BISCAYNE BAY. NOTE: WORLD GEODETIC SYSTEM OF 1984 LATITUDE AND LONGITUDE COORDINATES SHOWN HERON ARE FROM CLIENT PROVIDED DOCUMENT TITLED "DINNER KEY MOORING FIELD.PDF". BEARINGS AND DISTANCES ARE RELATIVE TO THE COORDINATES SHOWN ON SAID DOCUMENT AND REFERENCED TO THE BASIS OF BEARING OF THIS S URVEY Olin Hydrographlc Sol a tlons, Inc. 2900 Calusa St, Miami, Florida, 33133 Consulting Engineering, Surveying & Mapping, and Environmental Services Phone: (305) 619-2800 Fax: (305) 860-4411 LB # 7999 CA # 26050 PROJECT DI\\EKEY V1A1\A Moffatt & Nichol 2937 SW 27th AVENUE Suite 101A Coconut Grove, Florida 33133 SURVEY TITLE SPECIFIC PURPOSE DRAWING DATE: 8-16-18 OHS JOB NO. 18-028 SCALE: As Shown REV DATE: USAGE JOB NO: N/A DRAWN BY: T.Mayer APPROVED BY: D. Olin PAGE 2 OF 5 SPIEC11-1C PURPOSE SURVEY U111,11 rY SU ID) VEY S43° 47' 00 9k \\`!/ otcee /V 1 N BISCAYNE BAY r etc r X. X r C ,6 /\6‘9?-z e\G ® \���� 3 R •�\�r�� e\G c e\c ,c L e r � 4,s �0 rho 6 GJ r`tio\ot'< \A\' X CITY OF MIAMI CITY HALL G Qr /e\Gib rr5 ,OJ J JO X `� — n -ao\- ;L J e '` 0 15) X \A\' 0 co LC) O(� V) \tee k. • ®p • ®o P IER 1 � Ot<• •ego ego � \Aa GOt \Ae ( GO �� \c • 0 •1x •e ect < \ot. �t x3• \A GO • l tit • ` \4 \A\ • P IER 2 • • • • • • ® • t �\ \A� 44 ite \A GO t tit \A P IER 3 \Aa Gv t� \A \e' er 4- co .§AGO \fit' \A\ S <t Lt� • 004e kk 6•9 e'rt \A, ' ® • • ...>• 00• • \• \A `< 4`e e , ' 4ert'<•<e\o; GO e�'® ,t �o� X AGO ®� e\G t • GO A t e,Pt • xr 40 t'` 'L e'`te \t . ert • GO 9rt xtk \A\' k`tP' g\`t \A\' 'i`t .t �ti GO �F \°' 'i``e x<� \A'` G c'\ O4` t 4 tit' t GO K \A tit \ � �`1-dc ktk GRAPHIC SCALE 80 0 40 80 160 1 inch = 50 ft. CLIENT MATCH LINE SHEET 4 \ D = WATER VALVE TYP. 6" X elc—hh = ELECTRICAL HAND HOLE co, str—Imp = STREET LIGHT zr fire = FIRE SERVICE O trf = ELECTRICAL TRANSFORMER • Igt = LIGHT PEDESTAL TYP. 1'X1' ® shr = SHORE UTILITY SERVICE PEDESTAL TYP. 1'X1' X str—elc = STREET LIGHT HAND HOLE ® ped—Ip = PEDESTRIAN LIGHT PEDESTAL ® CO = SANITARY CLEAN OUT X elc—unk = UNKNOWN OR DAMAGED ELECTRICAL SERVICE O DMH = DRAINAGE MANHOLE O IRG—CB = IRRIGATION CONTROL BOX ® gnd—It = GROUND LIGHT Olin Hydrographlc Sol a tlons, Inc. 2900 Calusa St, Miami, Florida, 33133 Consulting Engineering, Surveying & Mapping, and Environmental Services Phone: (305) 619 2800 Fax: (305) 860-4411 LB # 7999 CA # 26050 PROJECT DI\\EKEY MAI\A Moffatt & Nichol 2937 SW 27th AVENUE Suite 101A Coconut Grove, Florida 33133 SURVEY TITLE SPECIFIC PURPOSE DRAWING DATE: 8-16-18 OHS JOB NO. 18-028 SCALE: As Shown REV DATE: USAGE JOB NO: N/A DRAWN BY: T.Mayer APPROVED BY: D. Olin PAGE 3 OF 5 SPIEC11-1C PURPOSE SURVEY U111,11 rY SU ID) VEY MATCH LINE SHEET 3 ER 309468 ID 30476 ER4917 r0 cs"\e'xc e otto Q \4'? \\��I 'T J\� /J e\G xc • °\ xa ,e p /\tygr<y�e 4, rr J�'co e\° 1 \44 gr • \<0Q • et . to \A4 in (11 C9. (/7 15o .r l\Ct. GXe ❑ e\e /�A • $e Qea •oVA • /\Q c°t & QQ ❑ • et • oyo . �O �0 _ `O r � c5.r .c ❑ e, \A 0 \ • i`te 46/ x• JCS o ttc X ext • \A4 0 • \A • • xr \4 r �\el° J\d� O GJ�O\ tit/\eo„L/G . cr ® CD) G gr 4----.xs----at • \A'` \A4 \A4 0 e • grt • rt \c� < 4At 0_0 • <\44 \te ex to • 19\4\ `t \449 • �'` 4A4 ert • • c* J e\G G° • \A4 0 xc • \AY r< e'`te / •--•-;;C--- gr< \A4 • x� g\•< 4`te \AGO de • c- me • x< gm • ° grt \cl•< 'i` e G° eft 44+` Oa • • G°'`t\ grt O° �\ e \A • \4k gr< G° \4 grt se ® s • • • • • *Fr \Ax t Go C• e • t�® •o • \A4 e ®ge • • ix GO t ate e t 4A'` \A PIER 4 \�Q • \C grt y\t Gl� grt t \A4 • X�°� • x� to GO • 4< \feg • e • ®• • atat xt • ®o • 0 tk 44 \A` G° \ ' grt G° grt \ ` *" G° \A'` 44 \c; , tr 44 • e a • ate ® • e • • kte ® • >s • grt®• 4 e GO \A'` t Jc PIER 5 •x=• g • • •1K • ® • grt \4` G° < \4'` a 4A GO 4` c..* gr< t 'o, t. GO \,„. •• \ttD • \44 4• O • ® e t\ • G '5 ®® • CAD • • Ai • x< • • gr< ,`k oe grt 44 e ,,ate 43,4 grt 44 PIER 6 4 xa • • v • ert G° , ck < e 4A4 • 90 G° • ®eg \A4 44 < \44 • xa e\te z\° G° gr< \oi+�. grt e • 9 • \oti 4•) • Alkitt gr< \Ai 10e GO 'tt G° \t5 e, 4 e 44P a \t'`41` e 4 G° • , • @m \A,,, • • • 1;, 0 e ° egg 0 IX 0 e /:5e 4 * G ,`t� \A'`' \te \Au. G° \°S\ ®,® • °• • x •xx (0X • c� /J \ eG ,• S`• ,,,ce • zr \4 t`te \A' 44 ,sg, GO grt etit 44' 44 ,` GO grt \A'` x. 9rt\S \GO grt \4' qi;ie \ca®4' mB • xc • O • •a ® �ti • •GO • •D e mot\ • • 4,� • x< • • • ®xa • ea • xa ®• • \0,4' 'i`te grt \A'` e t eG° 44 \fie grt y,'t e\A'` Go • ® • 10 \An, •0e, 8 ®\A4 • xa • • to xa • em e 0. \,,,,4 Go ' ' 4 \?, 10 \s 'i\te e t \t�t\A'` GO • eab • \A4 it \0, • •D • grt • m® • xc G° 44 rt i xt kte GRAPHIC SCALE 80 0 40 80 160 1 inch = 50 ft. CLIENT MATCH LINE SHEET 5 \ D wv X elc—hh co, str—Imp O fire trf Igt shr X str—elc ® ped—Ip ® CO X elc—unk • DMH O IRG—CB p gnd—It = WATER VALVE TYP. 6" = ELECTRICAL HAND HOLE STREET LIGHT FIRE SERVICE ELECTRICAL TRANSFORMER LIGHT PEDESTAL TYP. 1'X1' SHORE UTILITY SERVICE PEDESTAL TYP. 1'X1' STREET LIGHT HAND HOLE PEDESTRIAN LIGHT PEDESTAL SANITARY CLEAN OUT UNKNOWN OR DAMAGED ELECTRICAL SERVICE DRAINAGE MANHOLE IRRIGATION CONTROL BOX GROUND LIGHT Olin Hydrographlc Sol a tlons, Inc. 2900 Calusa St, Miami, Florida, 33133 Consulting Engineering, Surveying & Mapping, and Environmental Services Phone: (305) 619-2800 Fax: (305) 860-4411 LB # 7999 CA # 26050 PROJECT DI\\EKEY V1A1\A Moffatt & Nichol 2937 SW 27th AVENUE Suite 101A Coconut Grove, Florida 33133 SURVEY TITLE SPECIFIC PURPOSE DRAWING DATE: 8-16-18 OHS JOB NO. 18-028 SCALE: As Shown REV DATE: USAGE JOB NO: N/A DRAWN BY: T.Mayer APPROVED BY: D. Olin PAGE 4 OF 5 SPIEC11-1C PURPOSE SURVEY Ul ]L 11,]l ]I rY SU ID) VEY MATCH LINE SHEET 4 / TIIF CORRECETIVE DEED X A . 311303 •,:, ee DOCUMENT ID 19448 l octc oo' r, '<e FILE NUMBER 0000 ❑ cr y`� ti c � rr c \A '` c e • e� ® ,o r 0 I r, >,,,, , cP J\a a rho 40,)'`4 A \<cs9 Q rr 0 °c Rio\ \ccQ `5'4\ , 6 rr o \ccQ \toQ .:6 \ttQ - - ..t F i J i e e / o '� e y< \c hh ti� o \c r oc tit < rti o,o ,6 1/1 ® 6 s�c e ® r ®Qr �e � rye` e� it �o & N44� 2▪ 0' 34'W t' �528.19 t t e_40 ,ti�`� ti • • rc • • •y • • • xx • e0�—• BISCAYNE BAY n • • • 1; • • ®• �< \4� GO a ▪ ® e • >x• yid Ix• +t • c� 'A. art etc JGO t \AY ert t. GO ert c�\A� \A ®t�• �•kr �•t �•� K • ` c tit Go \A •eA A • • g•i • 0 • ert 4- GO P,,. • ert •• \A\' • • XS 0 • 'c't ,.te ert PIER 7 t t O < t 64, t < t ,, ti O t er \ er G\Q \ e9r \ er (Jo \' 9r tic \A G D A 6ag l xc • • ® • •c sr • eo xx • �c GO t <� <� GO '1" 440 rt a5' Go + <r k<e +t ,.ce\Ati i;c rt 9 • \c Go 0 GRAPHIC SCALE 80 0 40 80 160 1 inch = 50 ft. CLIENT \ D = WATER VALVE TYP. 6" X elc—hh = ELECTRICAL HAND HOLE co, str—Imp = STREET LIGHT zr fire = FIRE SERVICE O trf = ELECTRICAL TRANSFORMER • Igt = LIGHT PEDESTAL TYP. 1'X1' ® shr = SHORE UTILITY SERVICE PEDESTAL TYP. 1'X1' X str—elc = STREET LIGHT HAND HOLE ® ped—Ip = PEDESTRIAN LIGHT PEDESTAL ® CO = SANITARY CLEAN OUT X elc—unk = UNKNOWN OR DAMAGED ELECTRICAL SERVICE O DMH = DRAINAGE MANHOLE O IRG—CB = IRRIGATION CONTROL BOX ® gnd—It = GROUND LIGHT Olin Hydrographlc Sol a tlons, Inc. 2900 Calusa St, Miami, Florida, 33133 Consulting Engineering, Surveying & Mapping, and Environmental Services Phone: (305) 619-2800 Fax: (305) 860-4411 LB # 7999 CA # 26050 PROJECT DI\\EKEY MAI\A Moffatt & Nichol 2937 SW 27th AVENUE Suite 101A Coconut Grove, Florida 33133 SURVEY TITLE SPECIFIC PURPOSE DRAWING DATE: 8-16-18 OHS JOB NO. 18-028 SCALE: As Shown REV DATE: USAGE JOB NO: N/A DRAWN BY: T.Mayer APPROVED BY: D. 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A M YI A VNr 111,CM A IIL,.1V101100'1.10161 4 A 1 • SHEET 7 OF 7 J .N1 AVM 4L.0e A V LLT3H1 014 aNDN W M'I AVM 41N0e Av \ Ad9 .\ �\ SHEET 3 OF if 4.8 tK I.GO,il.r1 • s.. I.I.RA/4.1. N 3NAbD519 SHEET 6 OF 7 L 1%1 MMOM SPECIFIC PURP41SE SUR LOCATION MAP *u ire 01 FOOMT.t .AV .00 I I I I I I e0w1 WOW n. Ad9 IV It{ • .. 0.000 ,� 3N(814DSI9 BISCAYNE BAY 4ArATIVF 4 .mGP 4/ cc m BISCAYNE l*lad Arta' BISCAYNE SHEET 5 OF 7 SHEET 4 OF 7-1 uONO } Q POI } CC m 1 Pit NR I BAY SYMBOL LEGEND 417 SIAMESE VALVE FIRE HYDRANT WATER METER C LIGHT POLE 0 SANITARY SEWER MANHOLE .21 CATCH BASIN D4 WATER VALVE CA SIDEWALK CATCH BASIN O METAL LID O METAL LID (D STORM SEWER MANHOLE 0 ELECTRIC MANHOLE © COMMUNICATION MANHOLE ® METAL LID 5, STOP SIGN SIGN MAIL SOX CHAIN LINK PENCE R/W RIGHT OF \VAY CLF. CHAIN LINK FENCE S\VK. SIDEWALK CENTER LINE `a) POWER POLE ABBREVIATIONS: RLS = REGISTERED LAND SURVEYOR PRM = PERMANENT REFERENCE MONUMENT 0' = • MINUTE OR FEET 0" = SECONDNOR INCH O/E = OVERHEAD ELECTRIC S = NORTH = SOUTH W WEST CBS = CONCRETE, BLOCK, STUCCO CONC =STY = CONCRETEC NO. = NUMBER BLDG. Y BUILDING A = • ARCH DELTA POB = WITH = POINT OF BEGINNING POC - POINT OF COMMENCE FND = FOUND ELEV = ELEVATION RG ELECT = ELECTRIC TWP C = TOWNSHIP P MH MANHOLE . PAGE CB CATCH BASIN RED PEMEAS • PLATU800K DIPE= REGULAR IRON PIPE TOP = TOPOF WLP = WOOD LIGHT POLE MP = METAL POLE CP = CONCRETE POST R/WT = RIGHT OF WAY FPPP,D = RADRUSA POWER AND LIGHT N/D = NAIL AND DISC PRC = POINTNT OF REVERSE CURVATURE PCC = POINT OF COMPOUND CURVATURE PC = POINT OF CURVATURE PT = POINT OF TERMINATION PI = POINT OF INTERSECTION WM = WATER METER WV = WATER VALVE FIP = FOUND IRON PIPE SS = SANITARY SEWER CHLF CHAIN LINK FENCE BWF = BARB WIRE FENCE WF a WOOD FENCE LVF = CBS LOUVRE FENCE M&R = MEASURED AND RECORD ENCR = ENCROACHMENT PLS = PROFESSIONAL LAND SURVEYOR PSM = PROFESSIONAL SURVEYOR AND MAPPER NO ID. = NO IDENTIFICATION NUMBER N/A = NOT APPLICABLE J 60 GRAPHIC SCALE 30 60 120 ( IN FEET 1 inch = 60 ft. SURVEYOR'S REPORT LAND DESCRIPTION: Prepared for the one and only SPECIFIC PURPOSE SURVEY of. location of parking areas, utilities, structures, tree locations, elevations and facilities at COCONUT GROVE EXHIBITION CENTER and CITY OF MIAMI, CITY HALL area. Commence at the Southwest corner of the Northwest of Section 22, Township 54 South, Range 41 East, Miami Dade County, Florida; thence North 00°00'00" East (Due North) for 63.10 feet to a point; thence at right angle to the last described course, North 90°00'00" East (Due East) for 30.00 feet to the Point of Beginning of the following described Parcel of Land; thence North 38°42'00" East along a line parallel with and 44.00 feet Southwesterly of, as measured at right angle to the Northwesterly line of "Tract A" DINNER KEY, as recorded in Plat Book 34, at Page 2, of the Public Records of Miami -Dade County, Florida, for 922.70 feet to a point on the next described curve, said point bearing North 20°14'38" East from the radius point of said curve; thence South and Southeasterly along a circular curve to the right, concave to the Southwest, having a radius of 45.07 feet and a central angle of 39°03'58" for an arc distance of 30.73 feet to a Point of Tangency; thence South 30041'24" East along the Easterly Line of said "Tract A" DINNER KEY, according to the plat thereof as recorded in Plat Book 34, at Page 2 of the Public. Records of Miami -Dade County, Florida for 196.76 feet to a Point of Curvature; thence Southeasterly along a circular curve to the left, concave to the Northeast, having a radius of 85.28 feet and a central angle of 44°37'39" for an arc distance of 66.42 feet to Point of Tangency; thence South 75°19'03" East for 12.27 feet; thence South 15°12'57" West for 267.44 feet; thence South 44°22'00" East for 342.91 feet; thence North 87°54'15" East for 182.30 feet; thence South 43°47'00" East for 399.97 feet; thence South 45°29'25" West for 385.78 feet; thence North 43°47'00" West for 235.56 feet; thence South 45°23'51" West for 690.88 feet; thence North 44°20'34" West for 528.19 feet; thence South 88°52'02" West for 8.55 feet; thence North 12°55'00" West for 379.71 feet; thence North 00°00'00" East (Due North) for 133.58 feet to the Point of Beginning. Containing 24.64 Acres, more or less. LEGAL DESCRIPTION FURNISHED BY MIAMI PARKING SYSTEM DATED:03-06-2001 I HEREBY CERTIFY: THAT THE SURVEY OF THE ABOVE CAPTIONED PROPERTY WAS COMPLETED UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA, ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWING SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. THERE MAY BE ADDITIONAL RESTRICTIONS AND DEDICATIONS THAT ARE NOT SHOWN ON THIS SURVEY AND MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. LEGAL DESCRIPTION FURNISHED BY: OWNER ACCURACY OF VERTICAL CONTROL (IF ANY) FIELD MEASUREMENTS CONTROL FOR ELEVATIONS BASED UPON A LEVEL LOOP CLOSURED IN FEET. RELATIVE VERTICAL ACCURACY OF THIS BOUNDARY SURVEY EXCEEDING MINIMUM REQUIREMENT OF 0.05 FEET TIMES SQUARE ROOT OF TOTAL DISTANCE. ACCURACY OF HORIZONTAL CONTROL THE FIELD MEASUREMENTS VERIFIED BY CALCULATIONS OF A CLOSED GEOMETRIC FIGURE IN OUR COMPUTER SYSTEM.. BASE UPON FIELD INFORMATION TAKEN IN THE FIELD BY TOTAL STATION. RELATIVE HORIZONTAL DISTANCE ACCURACY FOR THIS BOUNDARY SURVEY EXCEEDS MINIMUN REQUIREMENT OF MINIMUM TECHNICAL STANDARDS (MTS) FOR THIS BOUNDARY SURVEY. _ x__COMMERCIAL/HIGH RISK LINEAR: 1 FOOT IN 10,000 FEET __SUBURBAN LINEAR: 1 FOOT IN 7,500 FEET ____RURAL LINEAR: 1 FOOT IN 5,000 FEET GENERAL NOTES: 1) OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 2) LOCATION AND IDENTIFICATION OF UTILITIES ON AND/OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. 3) THIS CERTIFICATION IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATION OF TITLE, ZONING, EASEMENTS,OR FREEDOM FROM ENCUMBRANCES. 4) THE FLORIDA FLOOD INSURANCE RATE MAP, DATED 07-17 ,19 95 PUBLISHED BY THE UNITED STATES DEPARTMENT, OF HOUSING AND URBAN DEVELOPMENT, DE- LINEATES THE HEREIN DESCRIBED LAND TO BE SITUATED WITHIN ZONE AE 7.00 FLOOD INFORMATION: COMMUNITY NUMBER PANEL NUMBER __ 01$9___ SUFFIX J DATE OF FIRM 03-02-94 FIRM ZONE AE AE VE _ BASE FLOOD ELEVATION..12,_11.15__ DATE FIELD WORK 03-06-2001 DATE DRAFTING 03-12-2001 DATE SIGNED AND SEALED 03-12-2001 120630 UPDATED SURVEY FIELD WORK DATED: 05-12-2009 (RE -SURVEY) UPDATED SURVEY FIELD WORK DATED: 0116L2009 LRE-SURVEY VERTICAL CONTROL: MIAMI-DADE COUNTY BENCHMARK N.G.V.D 1929 BENCHMARK-1 LOCATOR INDEX: 4133 S.E NAME: ARBOR SURV ELEVATION: 5.1Z BENCHMARK-2 LOCATOR INDEX: 4123 S.W NAME: T-800 ELEVATION: 6.7T 240 LEGAL DESCRIPTION FURNISHED BY: MIAMI PARKING SYSTEM DATED: 03/06/2001 w a Z 8 g z " Q j z Q. g VI 0 i z J z u) O UEe U z z �.. w Wa > J CC 16 m W z w cc w U Q0 z't �2 0.0 0>.41-[ 0,„ Uzi 0 '6. 8 w 0 a JOB No. 111250-U FIELD BOOK: FILE CAD FILE. 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GOLD COAST ' ' . . •• sOs. 'ENGINEERING CONSULTING : •' . •3.00' OFFSET ' QUAYSIDE t a k e a k 0k co 1 \ 0 1 I \ 1 1` �, ` , ' I 1 1 1 1 1, ei %f 1 p,SPHA4.1 cO' �a 1 / I I I I 1 11 I BISCAYNE k k k k k k k k Y k k k 4 SEE SHEET 6 OF 7 90. 4)c. 9.15' clr•q k$o',q l a• 1 pq .5.coN �NT�Op/!Y k k k k k 4 k k k k k k k k 4 k k k k k k k k k k Y. 4 k k k k q(J ti kkk a k a a k t k 1� k 4 k 4 k k k k k k k k k 4 k k 4 k k PV4.41t11k > k k k k k k k k k k • 4v* ' 9, �� k k k k37.70 k A �\ 9 k 7.8 4 30.00' o� ° 3 , t)' \ DINNER KEY MARINA N , �\ No ';'4 BUILDING F.F. ELEV. 8.63' TOP OF BG. (HEIGHT 10.94') 24.10' BAY &. k k k COCONUT GROVE EXHIBITION CENTER �k a k k k k M MULTI- STORY C.B.S. BUILDING �6s�p• CO. a k k a k k k o• No.2700 /kkkkkkt • \�,6 ?S?:i9 0 1% RF !Pg q( r °� PLANTER k t 28.0'k k rk Lk r k k k 4 k k k k 4 4 4 l • • • \ /- . Y k k ` k k k k 4 k k Pk k • t.� \ P• 4 / k 4 k i PSP� ���Ots ° k k k k kk k k k 1 t 4 gP1 \\ k 4 ��'t0.• k k 4 k k k k k \ / ' k t \\ / / / 4 u• kk4kr:k•'':'' vvNO, / �� < a k 4 k k 1k k 4 kkkk / ��' 4'1 // I // ql N q s p 1 / / t kkkk4k k k 4 k k k t a k k �/ / / s, / \ c� 1 p q / / k k k 'it 1' / / �l, / \ �/ —o kCJ \ / 70 a t�`�/� N- / // / 4 4 4 / / q�p£q CCU - 1 ,� i, Q1 ' k \ / / / v 1/ / / 1 16' k % / 1' / / / �..., / / / \\ • • . 4 k k k / � ° / / spyq / / / \\ / / 1 �A/ / / / A :.* T / / A 1,-, 1 k • k 4 / A ,cts, / / C / \\ 1� / / lkqyk / qR�q\ // 1/ / / / / "• 1 / / %\\\ 1 / / / t / / / c2y `\ /ii,„ / / �;i / ,/ / Asti`. / a 12.0' ▪ 4 k kb • 14.5'k S 45°23'51" W 600.88' 24-01 QUAYSIDE / / / / / / / / / / 4 4 ONE STORY a 0k kk 117.0' I I I I I I I I I I I I I I t1/4,9-.2.0' CURB Se GUTTER GRAPHIC SCALE ssma. g 5 g <1 LA k 0 IF.- o W ce 8 6..k1) Ornma cc Mg<c OW-g-ce "(4-.W o w 0 8 cr JOB No. 111250-U FIELD BOOK: FILE CAD FILE. LD-2008 DATE: AS SHOWN • AS SHOWN 'DRAWN: F.A.L. P.R.N. REVISIONS 20 ( IN FEET ) 1 inch 20 ft. ao [SHEET No. ,�� tkckkkkk SEE SHEET 7 OF 7 . ♦• • � k k k i k v. a-\'_ ; • /• 4 k k k A k k 1 •♦ ' • • k k t k t k k k /• k k k t ``�/��i) k t k k ♦ ' ♦ • t t t Y \ k k k k k ♦ k k � L �6 : V ♦ — ^' k k ' ♦ ' 1 , , k k k k k k • k k k k k k k k k/ k k k • • k • ;, . ; k k k k k k��k ' 4 t �• 1 k I k t ORIGINAL SHOR !NE \ n 0 ' ♦' .'irk t k '�,,� � ; � � � `� � / 0 GRAPHIC SCALE 00, / ,/ r k S� t a;0• `\ 20 0 10 20 40 80 , k k k •� ,\0 \, "kN IN FEET ) ` ss o, .�, 1 inch = 20 ft. ` O \ O 0 / / ♦' k k k k t k �� 1. />60 k k k k k k k \ D� k k k k k k k `00 / PLANTER Y k k k k k ,S / kkt k o �w kkkk k k t k / / � i• � �r k k k k t '� k t k k \ � • • / V k t k k '�� t � �� k. k t k k k k k \\\ � • O �o k 0>4 ♦ ♦ \� t k k k k k � k 4 k k k k k 41S 0 k9 / ♦ t t �l�V k k k 0 Q� �� • k k k k k k k k 4 , ` I� . k , / , k k t t k v� • ��� 4 k k k k t k k ` � / � k� • ` b' Q• r k k k k k k k �\\ �� k k • k k k k � • k k k k k k k k ' \^ • . ,:�� k k k /W' 1t .off � / Y k k .. k k k 010 • k k k ♦� �J _. t k (/� �� k k k k "\' • k l k � 1 ��M1'•J/ '�O \\\ � /t k k Y. Y k t. t k k k t t t ,• 80/ \ k k k k k k ORIGINAL SHORELINE ca . ' 1 •iT_ y k t 4 ♦ ♦• • �♦ , k k k k � k / k ,` k k k ' • . ♦ k t k k ,� k k k \ ! k , , • t J k k k • 1 ♦ •� k � k k k k k k �\ /k k k !" e k k ,], �� k k y • ' ' • , k k k k k k \\ �. k k YAC' k k ♦ ]J ` ♦ ♦ k k k k 1 ) k� �f S 88052'02' 8.55' �� k t k[(\yj J�� ' ♦ ♦ k k k k k k C? V k �' k k k \` � k k k k �• k � � k �¢ • k k k k k \ k k •'. k k k k k k s t `�o' . k k p(qN k k k k k k ` � k k k k k k FOUND NAIL. SET NAIL &DISC t �^0 k k k k k k S`�' ,• , . k 90' � ♦ ' \`\ /t k k k k k k �. •`��?9: k P.LS. No.3530 k k (REFERENCE POINT ONLY) k k k '� k k \�:k t k k \��.kkk 1k 1 j Qs 1� S'.� k `mac t b ` l �' �o C' �yJ ¢ h 1. /A k � k t t k k k k k t k t k ??1 �� �� 1/•', •'. ��. �'�y' k k P.C.P. �•', k k k k k k k FOUND NAIL & DISC k k k t k k t k k t k k \\ t t k k \ LS 3587 • ` t k k ♦ ♦ ♦ ♦ • k k k �k k k k t t t t k k • ,� . • k k k k k k k k k k ` 88 6 ♦ . ] \ V' �' O k k k k k Y. t k `\ s ' ' k `t \ O � � . , , , �qV. k k k k k � k � k k \ ` 1 , ♦ ♦ �� • k J� ]\ � k k \J • • ; 1 k � k k k k k � •; k k k .C] • k k k k ��t k k ' k� , �' k� k k k k t k k k k t k k k k \�\ ry� '/' ' • ��S ♦ , ,l �/ k k \ • , k k k k k 1 ' kA k k k k k \ / S�O, O/ k Is,t k q (/ t t k k t k \� • ' �• ♦7 l`♦ k k k t o / 9s k h'gZ4 k k k k kN I FR k k k k k k k k 7` 0)8' \� / b k k k k k k k k '• , . k k k \ t k k t t k k PLANAR k "�, S' '�E/�,l �o ' 9Y• ; , '• .(•�� k k k k k � 4 r � � k �\ � � � : ��' � k /�/� � , k t k O ]` t ��] k t k k k�� k k�'OjI,�,R (D'r/ �' ;; �i��'fI. �V �♦ , k k k k k k \� �! ;\ 4 ♦ \k t VJ k �(n�, �% �/�7 �' �� ♦ � e k k� k k k k ���� k t )) _rt . . \ t k k Yc k k k k V c�'Ie :• ry • '• k k t k k k k k k t/'. • ; 1V7�/� ��! j• / Q lVJ , a -N` N k k k 9�c O9 k k k k k k k k k k k t k k k / k, 1 q� 6� k k w` k k 2 k ♦ 'sem � \], � k k k 1\] 11 1 6 k �"O • : k k k k k 34.0` • . � / �� � • ; �, �� k 1 1 r $. 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REVISIONS .01 SHEET No. 7 OF 11 TREE TABLE TREE TABLE TREE TABLE TREE TABLE No. COMM.NAME SCIENT.NAME 0"m CNPYmn Hm* No. COMM.NAME SCIENT.NAME 0"m CNPYmn Hnm No. COMM.NAME SCIENT.NAME 0"m CNPYmm Hv.m No, COMM.NAME SCIENT.NAME 0v.n CNPY"m Hv o 1 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 59 LIVE OAK QUERCUS-VIRGINIANA 1.00± 22.0± 20.0± 117 LIVE OAK QUERCUS-VIRGINIANA 0.70± 16.0± 26.0± 172 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 20.0± 2 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 60 BLACK OLIVE BUCIDA BUCERAS 1.20± 13.0± 25.0± 118 LIVE OAK QUERCUS-VIRGINIANA 0.70± 16.0± 26.0± 173 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 20.0± 3 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 61 ALEXANDER PALM PTYCHOSPERMA ELEGANS 0.50± 15.0± 20.0± 119 LIVE OAK QUERCUS-VIRGINIANA 0.70± 16.0± 26.0± 174 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 20.0± 4 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 62 BLACK OLIVE BUCIDA BUCERAS 0.70± 10.0± 22.0± 120 CUBAN ROYAL PALM ROYSTONIA REGIA 0.65± 17.0± 22.0± 175 SEAGRAPE COCOLOBA UVIFERA 0.65± 16.0± 20.0± 5 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 63 BLACK OLIVE BUCIDA BUCERAS 0.40± 10.0± 22.0± 121 COCONUT PALM COCOS NUCIFERA 0.80± 12.0± 25.0± 176 SEAGRAPE COCOLOBA UVIFERA 0.65± 16.0± 20.0± 6 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 64 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 25.0± 122 COCONUT PALM COCOS NUCIFERA 0.80± 12.0± 25.0± 177 COCONUT PALM COCOS NUCIFERA 0.65± 10.0± 18.0± 7 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 65 LIVE OAK QUERCUS-VIRGINIANA 0.70± 13.0± 30.0± 123 COCONUT PALM COCOS NUCIFERA 0.80± 12.0± 25.0± 178 COCONUT PALM COCOS NUCIFERA 0.65± 10.0± 18.0± 8 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 66 LIVE OAK QUERCUS-VIRGINIANA 2.00± 20.0± 30.0± 124 COCONUT PALM COCOS NUCIFERA 0.80± 12.0± 25.0± 179 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 19.0± 9 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 67 LIVE OAK QUERCUS-VIRGINIANA 2.20± 22.0± 32.0± 125 COCONUT PALM COCOS NUCIFERA 0.80± 12.0± 25.0± 180 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 19.0± 10 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 68 BLACK OLIVE BUCIDA BUCERAS 1.00± 8.0± 22.0± 126 COCONUT PALM COCOS NUCIFERA 0.80± 12.0± 25.0± 181 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 20.0± 11 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 69 3 -ALEXANDER PALM PTYCHOSPERMA ELEGANS 0.60±each 8.0±eoch 22.0±eoch 127 COCONUT PALM COCOS NUCIFERA 0.80± 12.0± 25.0± 182 LIVE OAK QUERCUS- VIRGINIAN A 0.45± 10.0± 14.0± 12 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 70 BLACK OLIVE BUCIDA BUCERAS 1.50± 12.0± 25.0± 128 COCONUT PALM COCOS NUCIFERA 0.80± 12.0± 25.0± 183 LIVE OAK QUERCUS-VIRGINIANA 0.45± 10.0± 14.0± 13 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 71 BLACK OLIVE BUCIDA BUCERAS 1.00± 12.0± 25.0± 129 COCONUT PALM COCOS NUCIFERA 0.80± 12.0± 25.0± 184 LIVE OAK QUERCUS-VIRGINIANA 0.45± 10.0± 14.0± 14 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 72 COCONUT PALM COCOS NUCIFERA 0.80± 16.0± 27.0± 130 COCONUT PALM COCOS NUCIFERA 0.80± 12.0± 25.0± 185 LIVE OAK QUERCUS-VIRGINIANA 0.40± 10.0± 12.0± 15 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 73 BLACK OLIVE BUCIDA BUCERAS 1.40± 20.0± 30.0± 131 CUBAN ROYAL PALM ROYSTONIA REGIA 1.50± 10.0± 35.0± 186 LIVE OAK QUERCUS- VIRGINIAN A 0.40± 10.0± 12.0± 16 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 74 LIVE OAK QUERCUS-VIRGINIANA 1.00± 20.0± 24.0± 132 CUBAN ROYAL PALM ROYSTONIA REGIA 1.50± 10.0± 35.0± 187 LIVE OAK QUERCUS-VIRGINIANA 2.00± 18.0± 20.0± 17 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 75 LIVE OAK QUERCUS-VIRGINIANA 1.40± 25.0± 30.0± 133 CUBAN ROYAL PALM ROYSTONIA REGIA 1.50± 10.0± 35.0± 188 LIVE OAK QUERCUS-VIRGINIANA 0.35± 12.0± 14.0± 18 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 76 BLACK OLIVE BUCIDA BUCERAS 1.50± 20.0± 27.0± 134 CUBAN ROYAL PALM ROYSTONIA REGIA 1.50± 10.0± 35.0± 189 LIVE OAK QUERCUS-VIRGINIANA 0.35± 12.0± 14,0± 19 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 77 BLACK OLIVE BUCIDA BUCERAS 140± 18.0± 22.0± 135 WEEPING BANYAN FICUS BENJAMINA 3.00± 25.0± 20.0± 190 GUMBO LIMBO TORCHWOOD FAMILY( BURSERACEGE) 1.00± 16.0± 16.0± 20 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 78 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 23.0± 136 WEEPING BANYAN FICUS BENJAMINA 5.00± 15.0± 20.0± 191 LIVE OAK QUERCUS-VIRGINIANA 0.70± 10.0± 15.0± 21 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 79 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 23.0± 137 WEEPING BANYAN FICUS BENJAMINA 3.00± 15.0± 21.0± 192 LIVE OAK QUERCUS-VIRGINIANA 0.70± 10.0± 15.0± 22 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 80 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 23.0± 138 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 24.0± 193 LIVE OAK QUERCUS-VIRGINIANA 0.70± 10.0± 15.0± 23 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 81 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 23.0± 139 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 24,0± 194 LIVE OAK QUERCUS-VIRGINIANA 0.60± 10.0± 12.0± 24 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 82 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 23.0± 140 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 24.0± 195 LIVE OAK QUERCUS-VIRGINIANA 0.60± 10.0± 12.0± 25 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 83 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 23.0± 138 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 24.0± 196 LIVE OAK QUERCUS-VIRGINIANA 0.60± 10.0± 12.0± 26 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 84 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 23.0± 139 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 24.0± 197 SABAL PALMETTO CABBAGE PALM 0.60± 10.0± 40.0± 27 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 85 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 23.0± 140 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 24.0± 198 SEAGRAPE COCOLOBA UVIFERA 1.10± 10.0± 18.0± 28 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 86 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 23.0± 141 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 24.0± 199 SEAGRAPE COCOLOBA UVIFERA 1.10± 10.0± 18.0± 29 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 87 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 23.0± 142 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 24.0± 200 SEAGRAPE COCOLOBA UVIFERA 1.10± 10.0± 18.0± 30 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 88 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 23.0± 143 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 24.0± 201 SEAGRAPE COCOLOBA UVIFERA 1.20± 10.0± 20.0± 31 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 89 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 23.0± 144 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 24.0± 202 SEAGRAPE COCOLOBA UVIFERA 1.20± 10.0± 20.0± 32 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 90 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 23.0± 145 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 24.0± 203 SEAGRAPE COCOLOBA UVIFERA 1.20± 10.0± 20.0± 33 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 91 COCONUT PALM COCOS NUCIFERA 0,60± 16.0± 23.0± 146 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 24.0± 204 LIVE OAK QUERCUS-VIRGINIANA 0.50± 12.0± 16.0± 34 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 92 COCONUT PALM COCOS NUCIFERA 0.70± 17.0± 24.0± 147 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 24.0± 205 LIVE OAK QUERCUS-VIRGINIANA 0.50± 12.0± 16.0± 35 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 93 COCONUT PALM COCOS NUCIFERA 0.70±' 17.0± 24.0± 148 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 24.0± 206 LIVE OAK QUERCUS-VIRGINIANA 0.50± 12.0± 16.0± 36 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 94 COCONUT PALM COCOS NUCIFERA 0.70± 17.0± 24.0± 149 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 24.0± 207 LIVE OAK QUERCUS-VIRGINIANA 0.50± 12.0± 16.0± 37 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 95 COCONUT PALM COCOS NUCIFERA 0.70± 17.0± 24.0± 150 CUBAN ROYAL PALM ROYSTONIA REGIA 1.60± 12.0± 40.0± 208 LIVE OAK QUERCUS-VIRGINIANA 1.20± 14.0± 20.0± 38 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 96 COCONUT PALM COCOS NUCIFERA 0.70± 17.0± 24.0± 151 CUBAN ROYAL PALM ROYSTONIA REGIA 1.60± 12.0± 40.0± 209 LIVE OAK QUERCUS-VIRGINIANA 0.40± 12.0± 18.0± 39 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 97 COCONUT PALM COCOS NUCIFERA 0.70± 17.0± 24.0± 152 CUBAN ROYAL PALM ROYSTONIA REGIA 1.60± 12.0± 40.0± 210 GUMBO LIMBO TORCHWOOD FAMILY( BURSERACEGE) 0.50± 10.0± 16.0± 40 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 98 COCONUT PALM COCOS NUCIFERA 0.70± 17.0± 24.0± 153 CUBAN ROYAL PALM ROYSTONIA REGIA 1.60± 12.0± 40.0± 211 LIVE OAK QUERCUS-VIRGINIANA 0.30± 7.0± 14.0± 41 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 99 COCONUT PALM COCOS NUCIFERA 0.70± 17.0± 24.0± 154 CUBAN ROYAL PALM ROYSTONIA REGIA 1.60± 12.0± 40.0± 212 LIVE OAK QUERCUS-VIRGINIANA 0.30± 7.0± 14.0± 42 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 100 COCONUT PALM COCOS NUCIFERA 0.70± 17.0± 24.0± 155 CUBAN ROYAL PALM ROYSTONIA REGIA 1.60± 12.0± 40.0± 213 GUMBO LIMBO TORCHWOOD FAMILY( BURSERACEGE) 1.00± 5.0± 12.0± 43 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 101 LIVE OAK QUERCUS-VIRGINIANA 0.60± 12.0± 22.0± 156 CUBAN ROYAL PALM ROYSTONIA REGIA 1.60± 12.0± 40.0± 214 LIVE OAK QUERCUS-VIRGINIANA 0.80± 12.0± 16.0± 44 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 102 LIVE OAK QUERCUS-VIRGINIANA 0.60± 12.0± 22.0± 157 CUBAN ROYAL PALM ROYSTONIA REGIA 1.60± 12.0± 40.0± 215 LIVE OAK QUERCUS- VIRGINIAN A 0.80± 12.0± 16.0± 45 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 103 LIVE OAK QUERCUS-VIRGINIANA 0.60± 12.0± 22.0± 158 CUBAN ROYAL PALM ROYSTONIA REGIA 0.70± 10.0± 15.0± 216 LIVE OAK QUERCUS-VIRGINIANA 0.80± 12.0± 16.0± 46 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 104 LIVE OAK QUERCUS-VIRGINIANA 0.60± 12.0± 22.0± 159 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 20.0± 217 LIVE OAK QUERCUS-VIRGINIANA 0.80± 12.0± 16.0± 47 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 105 LIVE OAK QUERCUS-VIRGINIANA 1.40± 18.0± 24.0± 160 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 20.0± 218 LIVE OAK QUERCUS- VIRGINIAN A 0.50± 12.0± 16.0± 48 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 15.0± 106 LIVE OAK QUERCUS-VIRGINIANA 0.70± 16.0± 26.0± 161 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 20.0± 219 LIVE OAK QUERCUS-VIRGINIANA 0.30± 6.0± 12.0± 49 MANILA PALM VEITCHIA MERRILLII 0.40± 8.0± 10.0± 107 LIVE OAK QUERCUS-VIRGINIANA 0.70± 16.0± 26.0± 162 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 20.0± 220 LIVE OAK QUERCUS-VIRGINIANA 0.50± 12.0± 15.0± 50 MANILA PALM VEITCHIA MERRILLII 0.40± 8.0± 10.0± 108 LIVE OAK QUERCUS-VIRGINIANA 0.70± 16.0± 26.0± 163 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 20.0± 221 LIVE OAK QUERCUS-VIRGINIANA 0.50± 12.0± 15.0± 51 COCONUT PALM COCOS NUCIFERA 0.60± 10.0± 20.0± 109 LIVE OAK QUERCUS-VIRGINIANA 0.70± 16.0± 26.0± 164 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 20.0± 222 LIVE OAK QUERCUS-VIRGINIANA 0.50± 16.0± 14.0± 52 COCONUT PALM COCOS NUCIFERA 0.60± 10.0± 20.0± 110 LIVE OAK QUERCUS-VIRGINIANA 0.70± 16.0± 26.0± 165 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 20.0± 223 LIVE OAK QUERCUS-VIRGINIANA 0.50± 16.0± 14.0± 53 COCONUT PALM COCOS NUCIFERA 0.60± 10.0± 20.0± 111 LIVE OAK QUERCUS-VIRGINIANA 0.70± 16.0± 26.0± 166 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 20.0± 224 LIVE OAK QUERCUS-VIRGINIANA 0.50± 16.0± 14.0± 54 COCONUT PALM COCOS NUCIFERA 0.60± 10.0± 20.0± 112 LIVE OAK QUERCUS-VIRGINIANA 0.70± 16.0± 26.0± 167 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 20.0± 225 LIVE OAK QUERCUS-VIRGINIANA 0.50± 16.0± 14.0± 55 COCONUT PALM COCOS NUCIFERA 0.60± 10.0± 20.0± 113 LIVE OAK QUERCUS-VIRGINIANA 0.70± 16.0± 26.0± 168 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 20.0± 226 LIVE OAK QUERCUS-VIRGINIANA 0.50± 16.0± 14.0± 56 LIVE OAK QUERCUS-VIRGINIANA 0.70± 10.0± 13.0± 114 LIVE OAK QUERCUS-VIRGINIANA 0.70± 16.0± 26.0± 169 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 20.0± 227 BLACK OLIVE BUCIDA BUCERAS 0.70± 16.0± 18.0± 57 LIVE OAK QUERCUS-VIRGINIANA 1.00± 22.0± 20.0± 115 LIVE OAK QUERCUS-VIRGINIANA 0.70± 16.0± 26.0± 170 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 20.0± 228 LIVE OAK QUERCUS-VIRGINIANA 0.40± 8.0± 16.0± 58 LIVE OAK QUERCUS-VIRGINIANA 1.00± 22.0± 20.0± 116 LIVE OAK QUERCUS-VIRGINIANA 0.70± 16.01 26.0± 171 COCONUT PALM COCOS NUCIFERA 0.65± 16.0± 20.0± 229 BLACK OLIVE BUCIDA BUCERAS 0.70± 16.0± 16.0± JOB No. 111250-U FIELD BOOK: FILE � p LE: -� DATE: AS SHOWN VERSION: LD -8 DRAWN: L. D. DOC SHEET No. 8 OF 11 CAD FILE. REV.: PDLR REVISIONS & UPDATES REVISIONS & UPDATES PROJECT: CITY OF MIAMI COCONUT GROVE CONVENTION CENTER CITY OF MIAMI CITY HALL FLORIDA 1PR DE L.A RC38A FRCFoNAL UJR MR ANS MAPPM FEa NO 3M STATE OF ILOODA i PErER DE LA ROSA P.L.S. INC. SURVEYING 0 CONSULTING o PLANNING LICENSE BUSINESS NO. 3814 K* (305) 552-8545 FAX (305) 256-45n E-MAIL: prnranch@yahoo.com •�kSUL1 \NG TREE TABLE No. COMM.NAME SCIENT.NAME CNPY"m H"m 230 LIVE OAK QUERCUS-VIRGINIANA 0.50± 0.40± 8.0± 6.0± 14.0± 231 LIVE OAK QUERCUS-VIRGINIANA 0.50± 6.0± 290 291 14.0± 232 LIVE OAK QUERCUS-VIRGINIANA 0.50± 292 LIVE OAK 6.0± 14.0± 233 SEAGRAPE COCOLOBA UVIFERA 1.30± 18.0± 15.0± 234 SEAGRAPE COCOLOBA UVIFERA 1.30± QUERCUS- VIRGINIAN A 1.0± 18.0± 15.0± 235 SEAGRAPE COCOLOBA UVIFERA 1.30± 18.0± 15.0± 236 LIVE OAK QUERCUS-VIRGINIANA 0.50± 8.0± 12.0± 16.0± 237 BLACK OLIVE BUCIDA BUCERAS 0.65± 6.0± 298 10.0± 238 LIVE OAK QUERCUS-VIRGINIANA 0.30± 5.0± SEAGRAPE 10.0± 239 LIVE OAK QUERCUS-VIRGINIANA 0.30± 5.0± COCOLOBA UVIFERA 10.0± 240 LIVE OAK QUERCUS-VIRGINIANA 0.70± 10.0± 13.0± 241 BLACK OLIVE BUCIDA BUCERAS 0.70± 10.0± 13.0± 242 LIVE OAK QUERCUS-VIRGINIANA 0.40± 8.0± 12.0± 243 LIVE OAK QUERCUS-VIRGINIANA 0.40± 8.0± 0.50± 12.0± 244 LIVE OAK QUERCUS-VIRGINIANA 0.40± 8.0± 12.0± 245 BLACK OLIVE BUCIDA BUCERAS 0.50± 12.0± 16.0± 246 SEAGRAPE COCOLOBA UVIFERA 1.00± 16.0± 18.0± 247 SEAGRAPE COCOLOBA UVIFERA 1.00± 16.0± 18.0± 248 SEAGRAPE COCOLOBA UVIFERA 1.00± 16.0± 18.0± 249 BLACK OLIVE BUCIDA BUCERAS 1.40± 20.0± 30.0± 250 LIVE OAK QUERCUS-VIRGINIANA 0.40± 12.0± 12.0± 251 LIVE OAK QUERCUS-VIRGINIANA 0.30± 6.0± 10.0± 252 LIVE OAK QUERCUS-VIRGINIANA 0.40± 12.0± 12.0± 253 BLACK OLIVE BUCIDA BUCERAS 0.25± 6.0± 10.0± 254 BLACK OLIVE BUCIDA BUCERAS 0.20± 16.01 20.0± 255 LIVE OAK QUERCUS-VIRGINIANA 0.30± 8.0± 12.0± 256 LIVE OAK QUERCUS-VIRGINIANA 0.40± 12.0± 16.0± 257 LIVE OAK QUERCUS-VIRGINIANA 0.40± 12.0± 16.0± 258 LIVE OAK QUERCUS-VIRGINIANA 0.40± 12.0± 16.0± 259 LIVE OAK QUERCUS-VIRGINIANA 0.50± 10.0± 16.0± 260 LIVE OAK QUERCUS-VIRGINIANA 0.40± 4.0± 9.0+ No. COMM.NAME SCIENT.NAME Duan CNPYmn Hmo 288 SKY FLOWER THUNBERGIA GRANDIFLORA 0.40± 8.0± 10.0± 289 GUMBO LIMBO TORCHWOOD FAMILY( BURSERACEGE) 2/0.60± 10.0± 16.0± 290 291 LIVE OAK LIVE OAK QUERCUS-VIRGINIANA QUERCUS-VIRGINIANA 0.40± 0.40± 9.0± 6.0± 13.0± 10.0± 292 LIVE OAK QUERCUS-VIRGINIANA 0.40± 9.0± 8.0± 293 LIVE OAK QUERCUS-VIRGINIANA 0.30± 4.0± 7.0± 294 LIVE OAK QUERCUS- VIRGINIAN A 1.0± 9.0± 13.0± 295 LIVE OAK QUERCUS-VIRGINIANA 0.90± 6.0± 12.0± 296 LIVE OAK QUERCUS-VIRGINIANA 0.90± 6.0± 12.0± 297 SABAL PALMETTO CABBAGE PALM 1.60± 8.0± 24.0± 298 LIVE OAK QUERCUS- VIRGINIAN A 1.0± 14.0± 18.0± 299 SEAGRAPE COCOLOBA UVIFERA 2.50± 20.0± 20.0± 300 SEAGRAPE COCOLOBA UVIFERA 0.70± 12.0± 12.0± 301 302 LIVE OAK LIVE OAK QUERCUS-VIRGINIANA QUERCUS- VIRGINIAN A 0.40± 0.40± 7.0± 7.0± 12.0± 12.0± 303 LIVE OAK QUERCUS-VIRGINIANA 0.80± 12.0± 16.0± 304 LIVE OAK QUERCUS-VIRGINIANA 0.50± 12.0± 16.0± 305 LIVE OAK QUERCUS-VIRGINIANA 0.50± 12.0± 16.0± 306 307 LIVE OAK BLACK OLIVE QUERCUS-VIRGINIANA BUCIDA BUCERAS 0.50± 3/1.20± 12.0± 12.0± 16.0± 16.0± 308 LIVE OAK QUERCUS-VIRGINIANA 0.50± 12.0± 18.0± 309 LIVE OAK QUERCUS-VIRGINIANA 0.50± 12.0± 18.0± 310 BLACK OLIVE BUCIDA BUCERAS 1.50± 30.0± 26.0± 311 312 LIVE OAK GUMBO LIMBO QUERCUS-VIRGINIANA TORCHWOOD FAMILY( BURSERACEGE) 0.70± 0.70± 6.0± 10.0± 12.0± 10.0± 313 LIVE OAK QUERCUS-VIRGINIANA 0.70± 6.0± 12.0± 314 LIVE OAK QUERCUS-VIRGINIANA 0.70± 6.0± 12.0± 315 316 LIVE OAK LIVE OAK QUERCUS-VIRGINIANA QUERCUS-VIRGINIANA 0.70± 1.0± 6.0± 16.0± 12.0± 22.0± 317 FLORIDA ROYAL PALM ROYSTONIA ELATA 1.0± 12.0± 25.0± 1IR Cl ()gine onvei oei a ..__ .... _. . _. CABBAGE PALM 1.00± 8.0± TREE TABLE No. COMM.NAME SCIENT.NAME wan CNPYmm Hear, 346 LIVE OAK QUERCUS-VIRGINIANA 1.30± 12.0± 18.0± 347 LIVE OAK QUERCUS-VIRGINIANA 1.00± 12.0± 18.0± 348 LIVE OAK QUERCUS-VIRGINIANA 0.85± 12.0± 18.0± 349 T- LIVE OAK QUERCUS-VIRGINIANA 0.70± 12.0± 18.0± 350 LIVE OAK QUERCUS-VIRGINIANA 0.70± 12.0± 18.0± 351 LIVE OAK QUERCUS-VIRGINIANA 1.00± 12.0± 22.0± 352 LIVE OAK QUERCUS-VIRGINIANA 1.0.0± 12.0± 22.0± 353 LIVE OAK QUERCUS-VIRGINIANA 1.00± 12.0± 22.0± 354 LIVE OAK QUERCUS-VIRGINIANA 0.80± 12.0± 22.0± 355 LIVE OAK QUERCUS-VIRGINIANA 1.20± 14.0± 24.0± 356 LIVE OAK QUERCUS-VIRGINIANA 1.00± 14.0± 24.0± 357 LIVE OAK QUERCUS-VIRGINIANA 0.60± 14.0± 24.0± 358 LIVE OAK QUERCUS-VIRGINIANA 1.00± 14.0± 24.0± 359 LIVE OAK QUERCUS- VIRGINIAN A 1.00± 14.0± 24.0± 360 LIVE OAK QUERCUS- VIRGINIAN A 1.00± 14.0± 24.0± 361 LIVE OAK QUERCUS-VIRGINIANA 1.00± 14.0± 24.0± 362 COCONUT PALM COCOS NUCIFERA 0.60± 14.0± 22.0± 363 COCONUT PALM COCOS NUCIFERA 0.60± 14.0± 22.0± 364 COCONUT PALM COCOS NUCIFERA 0.60± 14.0± 22.0± 365 SEAGRAPE COCOLOBA UVIFERA 2.00± 8.0± 12.0± 366 SEAGRAPE COCOLOBA UVIFERA 0.85± 8.0± 12.0± 367 SEAGRAPE COCOLOBA UVIFERA 0.60± 8.0± 12.0± 368 SEAGRAPE COCOLOBA UVIFERA 1.50± 12.0± 18.0± 369 SEAGRAPE COCOLOBA UVIFERA 1.20± 16.0± 20.01 370 SEAGRAPE COCOLOBA UVIFERA 1.001 16.0± 20.0± 371 SABAL PALMETTO CABBAGE PALM 1.00± 8.0± 20.0± 372 SABAL PALMETTO CABBAGE PALM 1.00± 8.0± 20.0± 373 SABAL PALMETTO CABBAGE PALM 1.00± 8.0± 20.0± 374 SABAL PALMETTO CABBAGE PALM 1.00± 8.0± 20.0± 375 �SABA�LPALMETTO CABBAGE PALM 1.00± 8.0± 20.0± TREE TABLE No. COMM.NAME SCIENT.NAME omn CNPYvan Haan 404 COCONUT PALM COCOS NUCIFERA 0.55± 12.0± 28.0± 405 COCONUT PALM COCOS NUCIFERA 0.55± 12.0± 28.0± 406 COCONUT PALM COCOS NUCIFERA 0.55± 12.0± 28.0± 407 COCONUT PALM COCOS NUCIFERA 0.55± 12.0± 28.0± 408 COCONUT PALM COCOS NUCIFERA 0.55± 12.0± 28.0± 409 COCONUT PALM COCOS NUCIFERA 0.55± 12.0± 28.0± 410 COCONUT PALM COCOS NUCIFERA 0.55± 12.0± 28.0± 411 SEAGRAPE COCOLOBA UVIFERA 2.00± 20.0± 10.0± 412 ALEXANDER LAUREL CALLOPHYLLUM INOPHYLLUM 2.00± 12.0± 20.0± 413 COCONUT PALM COCOS NUCIFERA 0.65± 12.0± 26.0± 414 COCONUT PALM COCOS NUCIFERA 0.65± 12.0± 26.0± 415 SEAGRAPE COCOLOBA UVIFERA 1.50± 7.00± 13.0± 416 ALEXANDER LAUREL CALLOPHYLLUM INOPHYLLUM 0.70± 20.0± 10.0± 417 MAHOGANY SWIETENIA MAHAGONI 1.00± 14.0± 20.0± 418 ALEXANDER LAUREL CALLOPHYLLUM INOPHYLLUM 0.35± 6.0± 20.0± 419 ALEXANDER LAUREL CALLOPHYLLUM INOPHYLLUM 0.70± 12.0± 22.0± 420 MAHOGANY SWIETENIA MAHAGONI 1.30± 24.0± 25.0± 421 MAHOGANY SWIETENIA MAHAGONI 1.00± 18.0± 25.0± 422 MAHOGANY SWIETENIA MAHAGONI 1.50± 21.0± 26.0± 423 MAHOGANY SWiETENIA MAHAGONI 2.00± 20.0± 22.0± 424 MAHOGANY SWIETENIA MAHAGONI 1.10± 20.0± 23.0± 425 MAHOGANY SWIETENIA MAHAGONI 1.70± 30.0± 25.0± 426 CUBAN ROYAL PALM RYOSTONEA REGIA 1.00± 10.0± 24.01 427 MAHOGANY SWIETENIA MAHAGONI 0.80± 20.0± 30.0± 428 MAHOGANY SWIETENIA MAHAGONI 1.301 37.0± 30.0± 429 ALEXANDER LAUREL CALLOPHYLLUM INOPHYLLUM 0.40± 10.0± 20.0± 430 MAHOGANY SWIETENIA MAHAGONI 1.40± 10.0± 20.0± 431 GUMBO LIMBO TORCHWOOD FAMILY( BURSERACEGE) 1.20± 20.0± 25.0± 432 MAHOGANY SWIETENIA MAHAGONI 2.00± 30.0± 24.0± 433 LIVE OAK QUERCUS-VIRGINIANA 1.10± 15.01 30.0± TREE TABLE No. COMM.NAME SCIENT.NAME O"m CNPYoan H"m 462 BLACK OLIVE BUCIDA BUCERAS 0.70± 16.00± 16.0± 463 BLACK OLIVE BUCIDA BUCERAS 0.70± 16.00± 16.0± 464 BLACK OLIVE BUCIDA BUCERAS 1.00± 15.00± 16.0± 465 SEAGRAPE COCOLOBA UVIFERA 0.60± 8.0±12.0± 466 SEAGRAPE COCOLOBA UVIFERA 0.60± 8.0± 12.0± 467 SEAGRAPE COCOLOBA UVIFERA 0.60± 8.0± 12.0± 468 SEAGRAPE COCOLOBA UVIFERA 0.60± 8.0± 12.0± 469 ALEXANDER LAUREL CALLOPHYLLUM INOPHYLLUM 0.20± 4.0± 16.0± 470 COCONUT PALM COCOS NUCIFERA 0.70± 6.0± 24.0± 471 COCONUT PALM COCOS NUCIFERA 0.70± 6.0± 24.0± 472 SEAGRAPE COCOLOBA UVIFERA 0.60± 8.0± 12.0± 473 SEAGRAPE COCOLOSA UVIFERA 0.60± 8.0± 12.0± 474 SEAGRAPE COCOLOBA UVIFERA 0.60± 8.0± 12.0± 475 BLACK OLIVE BUCIDA BUCERAS 0.30± 10.0± 15.0± 476 BLACK OLIVE BUCIDA BUCERAS 0.30± 10.0± 15.0± 477 BLACK OLIVE BUCIDA BUCERAS 0.30± 10.0± 15.0± 478 BLACK OLIVE BUCIDA BUCERAS 0.30± 10.0± 15.0± 479 BLACK OLIVE BUCIDA BUCERAS 0.50± 10.0± 15.0± 480 BLACK OLIVE BUCIDA BUCERAS 0.30± 10.0± 15.0± 481 BLACK OLIVE BUCIDA BUCERAS 0.70± 10.0± 15.0± 482 ALEXANDER LAUREL CALLOPHYLLUM INOPHYLLUM 1.00± 30.0± 25.0± 483 ALEXANDER LAUREL CALLOPHYLLUM INOPHYLLUM 1.00± 30.0± 25.0± 484 COCONUT PALM COCOS NUCIFERA 0.75± 9.0± 27.0± 485 COCONUT PALM COCOS NUCIFERA 0.75± 9.0± 27.0± 486 COCONUT PALM COCOS NUCIFERA 0.75± 9.0± 27.0± 487 COCONUT PALM COCOS NUCIFERA 0.75± 9.0± 27.0± 488 SEAGRAPE COCOLOBA UVIFERA 1.00± 8.0± 15.0± 489 SEAGRAPE COCOLOBA UVIFERA 1.00± 8.0± 15.0± 490 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 491 CUBAN ROYAL PALM RYOSTONEA REGIA 1.20± 16.0± 25.0± 492 MANILA PALM VEITCHIA MERRILLII 0.40± 16.0± 12.0± 493 MANILA PALM VEITCHIA MERRILLII 0.40± 16.0± 12.0± 494 MANILA PALM VEITCHIA MERRILLII 0.40± 16.0± 12.0± 495 COCONUT PALM COCOS NUCIFERA 0.50± 16.0± 25.0± 496 COCONUT PALM COCOS NUCIFERA 0.50± 16.0± 25.0± 497 COCONUT PALM COCOS NUCIFERA 0.50± 16.0± 25.0± 495 COCONUT PALM COCOS NUCIFERA 0.50± 16.0± 25.0± 496 COCONUT PALM a COCOS NUCIFERA 0.50± 16.0± 25.0± 497 COCONUT PALM COCOS NUCIFERA 0.50± 16.0± 25.0± 498 COCONUT PALM COCOS NUCIFERA 0.50± 16.0± 25.0± 499 COCONUT PALM COCOS NUCIFERA 0.50± 16.0± 25.0± 500 COCONUT PALM COCOS NUCIFERA 0.50± 16.0± 25.0± 501 COCONUT PALM COCOS NUCIFERA 0.50± 16.0± 25.0± 502 COCONUT PALM COCOS NUCIFERA 0.50± 16.0± 25.0± 503 COCONUT PALM COCOS NUCIFERA 0.50± 16.0± 25.0± 504 COCONUT PALM COCOS NUCIFERA 0.50± 16.0± 25.0± 505 COCONUT PALM COCOS NUCIFERA 0.50± 16.0± 25.0± 505 COCONUT PALM COCOS NUCIFERA 0.50± 16.0± 25.0± 505 COCONUT PALM COCOS NUCIFERA 0.50± 16.0± 25.0± 508 CUBAN ROYAL PALM RYOSTONEA REGIA 0.90± 12.0± 15.0± 509 CUBAN ROYAL PALM RYOSTONEA REGIA 1.30± 8.0± 12.0± 510 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 25.0± 511 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 25.0± 512 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 25.0± 513 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 25.0± 514 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 25.0± 515 COCONUT PALM COCOS NUCIFERA 0.50± 16.0± 25.0± 516 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 25.0± JOB No. 111250-U FIELD BOOK: SCALE: FILE DATE: AS SHOWN r ERSION: DRAWN: LD -8 L.D. DOC SHEET No. 10 OF 11 CAD FILE. r REV.: PDLR REVISIONS & UPDATES TREE TABLE TREE TABLE TREE TABLE No. COMM.NAME SCIENT.NAME Doan CNPY"m Hmo No. COMM.NAME SCIENT.NAME Orin CNPYnm Hoon No. COMM.NAME SCIENT.NAME Goan CNPYm* Horn 517 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 25.0± 575 SABAL PALMETTO CABBAGE PALM 1.00± 8.0± 24.0± 633 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 518 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 25.0± 576 SABAL PALMETTO CABBAGE PALM 1.00± 8.0± 24.0± 634 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 519 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 25.0± 577 CUBAN ROYAL PALM RYOSTONEA REGIA 1.18± 12.0± 20.0± 635 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 520 COCONUT PALM COCOS NUCIFERA 0.60± 16.0± 25.0± 578 CUBAN ROYAL PALM RYOSTONEA REGIA 0.78± 8.0± 15.0± 636 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 521 CUBAN ROYAL PALM RYOSTONEA REGIA 1.40± 4.0± 10.0± 579 CANARY ISLAND DATE PALM PHOENIX CANARIENSIS 1.20± 12.0± 18.0± 637 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 522 COCONUT PALM COCOS NUCIFERA 0.50± 14.0± 18.0± 580 COCKSPUR HAW CRATAEGUS CRUS-GALLI 0.60± 6.0± 10.0± 638 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 523 COCONUT PALM COCOS NUCIFERA 0.50± 14.0± 18.0± 581 COCKSPUR HAW CRATAEGUS CRUS-GALLI 0.60± 6.0± 10.0± 639 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 524 COCONUT PALM COCOS NUCIFERA 0.50± 14.0± 18.0± 582 ALEXANDER PALM PTYCHOSPERMA ELEGANS 0.25± 6.0± 12.0± 640 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 525 COCONUT PALM COCOS NUCIFERA 0.50± 14.0± 18.0± 583 ALEXANDER PALM PTYCHOSPERMA ELEGANS 0.25± 6.0± 12.0± 641 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 526 COCONUT PALM COCOS NUCIFERA 0.50± 14.0± 18.0± 584 ALEXANDER PALM PTYCHOSPERMA ELEGANS 0.25± 6.0± 12.0± 642 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 527 COCONUT PALM COCOS NUCIFERA 0.80± 16.0± 22.0± 585 ALEXANDER PALM PTYCHOSPERMA ELEGANS 0.25± 6.0± 12.01 643 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 528 CUBAN ROYAL PALM RYOSTONEA REGIA 1.25± 12.0± 16.0± 586 ALEXANDER PALM PTYCHOSPERMA ELEGANS 0.25± 6.0± 12.0.1 644 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 529 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 587 ALEXANDER PALM PTYCHOSPERMA ELEGANS 0.25± 6.0± 12.0± 645 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 530 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 588 ALEXANDER PALM PTYCHOSPERMA ELEGANS 0.25± 6.01 12.01 646 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 531 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 589 PINK TAB OR TRUMPET TABEBUTA HETEROPHYLLA 1.00± 20.0± 14.0± 647 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 532 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 590 CUBAN ROYAL PALM RYOSTONEA REGIA 1.30± 16.0± 40.0± 648 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 533 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 591 CUBAN ROYAL PALM RYOSTONEA REGIA 1.30± 16.0± 40.0± 649 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 534 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 592 CANARY ISLAND DATE PALM PHOENIX CANARIENSIS 1.50± 12.0± 20.0± 650 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 535 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 593 SABAL PALMETTO CABBAGE PALM 0.70± 8.0± 8.0± 651 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 536 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 594 CUBAN ROYAL PALM RYOSTONEA REGIA 1.0± 12.0± 37.0± 652 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 537 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 595 CUBAN ROYAL PALM RYOSTONEA REGIA 1.0± 12.0± 37.0± 653 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 538 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 596 CUBAN ROYAL PALM RYOSTONEA REGIA 1.0± 12.0± 37.0± 654 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 539 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 597 CUBAN ROYAL PALM RYOSTONEA REGIA 1.01 12.0± 37.0± 655 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 540 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 598 SABAL PALMETTO CABBAGE PALM 1.20± 8.0± 27.0± 656 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 541 CUBAN ROYAL PALM RYOSTONEA REGIA 1.30± 16.0± 22.0± 599 SABAL PALMETTO CABBAGE PALM 1.20± 8.0± 27.0± 657 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 542 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 600 SABAL PALMETTO CABBAGE PALM 1.20± 8.0± 27.0± 658 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 543 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 601 ROYAL POINCIANA FLAMBOYANT DELONIX REGIA 1.50± 40.0± 27.0± 659 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 544 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 602 SABAL PALMETTO CABBAGE PALM 1.20± 8.0± 33.0± 660 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 545 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 603 PINK TAB OR TRUMPET TABEBUTA HETEROPHYLLA 1.20± 20.0± 25.0± 661 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 546 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 604 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 1.00± 8.0± 25.0± 662 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 547 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 605 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 1.00± 8.0± 25.0± 663 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 548 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 606 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 1.00± 8.0± 25.0± 664 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 549 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 607 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 1.00± 8.0± 25.0t 665 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 550 CUBAN ROYAL PALM RYOSTONEA REGIA 1.20± 16.0± 27.0± 608 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 1.00± 8.0± 25.0± 666 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 551 CUBAN ROYAL PALM RYOSTONEA REGIA 1.20± 16.0± 27.0± 609 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 1.00± 8.0± 25.0± 667 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 552 CUBAN ROYAL PALM RYOSTONEA REGIA 1.20± 16.0± 27.0± 610 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 1.00± 8.0± I 25.0± 668 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 553 COCONUT PALM COCOS NUCIFERA 0.70± 16.0± 25.0± 611 COCONUT PALM COCOS NUCIFERA 0.70± 8.0± 25.0± 669 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 554 COCONUT PALM COCOS NUCIFERA 0.70± 16.0± 25.0± 612 COCONUT PALM COCOS NUCIFERA 0.70± 8.0± 25.0± 670 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 555 COCONUT PALM COCOS NUCIFERA 0.70± 16.0± 25.0± 613 COCONUT PALM COCOS NUCIFERA 0.70± 8.0± 25.0± 671 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 556 COCONUT PALM COCOS NUCIFERA 0.70± 16.0± 25.0± 614 COCONUT PALM COCOS NUCIFERA 0.70± 8.0± 25.0± 672 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 557 COCONUT PALM COCOS NUCIFERA 0.70± 16.0± 25.0± 615 COCONUT PALM COCOS NUCIFERA 0.90± 8.0± 22.0± 673 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 558 BLACK OLIVE BUCIDA BUCERAS 2.00± 18.00± 35.0± 616 COCONUT PALM COCOS NUCIFERA 0.90± 8.0± 22.0± 674 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 559 SEAGRAPE COCOLOBA UVIFERA 0.70± 7.0± 28.0± 617 COCONUT PALM COCOS NUCIFERA 0.90± 8.0± 22.0± 675 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 560 BLACK OLIVE BUCIDA BUCERAS 1.30± 30.00± 36.0± 618 COCONUT PALM COCOS NUCIFERA 0.90± 8.0± 22.0± 676 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 561 BLACK OLIVE BUCIDA BUCERAS 1.30± 30.00± 36.0± 619 COCONUT PALM COCOS NUCIFERA 0.90± 8.0± 22.0± 677 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 562 BLACK OLIVE BUCIDA BUCERAS 1.0± 18.00± 35.0± 620 COCONUT PALM COCOS NUCIFERA 0.90± 8.0± 22.0± 678 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 563 BLACK OLIVE BUCIDA BUCERAS 2.00± 25.00± 30.0± 621 COCONUT PALM COCOS NUCIFERA 0.90± 8.0± 22.0± 679 COCONUT PALM COCOS NUCIFERA 0.60± 12.0± 20.0± 564 ROYAL POINCIANA FLAMBOYANT DELONIX REGIA 0.70± 15.00± 15.0± 622 CUBAN ROYAL PALM RYOSTONEA REGIA 1.0± 10.0± 18.0± 680 COCONUT PALM COCOS NUCIFERA 0.60± 12.0± 20.0± 565 COCONUT PALM COCOS NUCIFERA 0.60± 14.0± 30.0± 623 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 1.50± 8.0± 10.0± 681 COCONUT PALM COCOS NUCIFERA 0.60± 12.0± 20.0± 566 COCONUT PALM COCOS NUCIFERA 0.60± 14.0± 30.0± 624 ALEXANDER LAUREL CALLOPHYLLUM INOPHYLLUM 0.30± 4.0± 16.0± 682 CANARY ISLAND DATE PALM PHOENIX CANARIENSIS 1.35± 8.0± 16.0± 567 COCONUT PALM COCOS NUCIFERA 0.60± 14.0± 30.0± 625 SILVER TRUMPET TABEBUTA CARAIBA YELLOW 0.80± 12.00± 16.0± 683 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 568 COCONUT PALM COCOS NUCIFERA 0.60± 14.0± 30.0± 626 SILVER TRUMPET TABEBUTA CARAIBA YELLOW 0.80± 12.00± 16.0± 684 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 569 COCONUT PALM COCOS NUCIFERA 0.60± 14.0± 30.0± 627 SILVER TRUMPET TABEBUTA CARAIBA YELLOW 0.80± 12.00± 16.0± 685 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 570 COCONUT PALM COCOS NUCIFERA 0.60± 14.0± 30.0± 628 SILVER TRUMPET TABEBUTA CARAIBA YELLOW 0.80± 12.00± 16.0± 686 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 571 COCONUT PALM COCOS NUCIFERA 0.60± 14.0± 30.0± 629 GUMBO LIMBO TORCHWOOD FAMILY( BURSERACEGE) 1.20± 12.0± 18.0± 687 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 572 COCONUT PALM COCOS NUCIFERA 0.60± 14.0± 30.0± 630 GUMBO LIMBO TORCHWOOD FAMILY( BURSERACEGE) 0.50± 12.0± 18.0± 688 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 573 CANARY ISLAND DATE PALM PHOENIX CANARIENSIS 2.00± 16.0± 28.0± 631 BOTTLE PALM HYOPHORBE LAGENICAULIS 1.00± 8.0± 12.0± 689 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 574 SABAL PALMETTO CABBAGE PALM 1.00± 8.0± 24.0± 632 CUBAN ROYAL PALM RYOSTONEA REGIA 1.0± 12.0± 14.0± 690 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± -] REVISIONS & UPDATES PROJECT: Fq l��ET'i E LA ROSA f� LS. INCCITY O� MIAMI •COCONUT GROVE CONVENTION CENTER A SURVEYING 0 CONSULTING o PLANNING CITY OF MIAMI CITY HALLPROFESSIONAL SURM'fOR APD10°0 sw. "° AVEiWE. MIAI�, FLoPoDA 33187 (305) 562-s34a F,IUc (mss) 2W-4sttFLORIDAsTAoF R..oDAMAPPM FM NO. 3M LICENSE BUSINESS NO. 3814 E-MAIL prnranch@yahoo.com UL1 No. COMM.NAME SCIENT.NAME 0"m CNPYAm Hcmo 691 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 692 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 693 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 694 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 695 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 696 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 687 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 698 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 699 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 700 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 701 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 702 MANILA PALM VEITCHIA MERRILLII 0.40± 6.0± 10.0± 703 MANILA PALM VEITCHIA MERRILLII 0.20± 6.0± 7.0± 704 LIVE OAK QUERCUS-VIRGINIANA 0.70± 15.0± 10.0± '105 MAHOE HIBISCUS TILEACEUS 1.50± 30.0± 25.0± 706 COCONUT PALM COCOS NUCIFERA 0.90± 16.0± 25.0± 707 MANILA PALM VEITCHIA MERRILLII 4/0.60± 8.0± 15.0± 708 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 709 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 710 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 711 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 712 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 713 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 714 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 715 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 716 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 717 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± [-718 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 719 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± Haan 720 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 750 721 CUBAN ROYAL PALM RYOSTONEA REGIA 1.40± 14.0± 12.0± LIVE OAK 722 COCONUT PALM COCOS NUCIFERA 0.80± 13.0± 20.0± 723 SLASH PINE CANDLES OF SLASH PINE 2.00± 12.0± 30.0± 724 SLASH PINE CANDLES OF SLASH PINE 1.70± 12.0± 30.0± 725 CUBAN ROYAL PALM RYOSTONEA REGIA 1.50± 12.0± 40.0± 726 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 727 CUBAN ROYAL PALM RYOSTONEA REGIA 1.50± 12.0± 40.0± 728 CUBAN ROYAL PALM RYOSTONEA REGIA 1.50± 12.0± 40.0± 729 CUBAN ROYAL PALM RYOSTONEA REGIA 1.50± 12.0± 40.0± 730 CUBAN ROYAL PALM RYOSTONEA REGIA 1.50± 12.0± 40.0± 731 CUBAN ROYAL PALM RYOSTONEA REGIA 1.50± 12.0± 40.0± 732 CUBAN ROYAL PALM RYOSTONEA REGIA 1.50± 12.0± 40.0± 733 LIVE OAK QUERCUS- VIRGINIAN A 0.40± 6.0± 11.0± 734 LIVE OAK QUERCUS-VIRGINIANA 0.80± 10.0± 16.0± 735 LIVE OAK QUERCUS-VIRGINIANA 0.65± 14.0± 18.0± 736 LIVE OAK QUERCUS-VIRGINIANA 0.90± 16.0± 18.0± 737 LIVE OAK QUERCUS-VIRGINIANA 0.80± 16.0± 20.0± 738 LIVE OAK QUERCUS-VIRGINIANA 0.85± 14.0± 14.0± 739 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 740 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 741 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 742 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 24.0± 743 LIVE OAK QUERCUS-VIRGINIANA 0.80± 15.0± 18.0± 744 LIVE OAK QUERCUS-VIRGINIANA 0.45± 14.0± 16.0± 745 LIVE OAK QUERCUS-VIRGINIANA 1.00± 10.0± 18.0± 746 LIVE OAK QUERCUS-VIRGINIANA 0.90± 12.0± 14.0± 747 LIVE OAK QUERCUS-VIRGINIANA 0.75± 10.0± 18.0± 748 LIVE OAK QUERCUS-VIRGINIANA 0.75± 10.0± 18.0± JOB No. 111250-U j FIELD BOOK: FILE SCALE: DATE: AS SHOWN VERSION: LD -8 DRAWN: L.D. DOC SHEET No. 11 OF 11 CAD FILE. REV.: PDLR REVISIONS & UPDATES TREE TABLE No. COMM.NAME SCIENT.NAME Dam CNPYmn Haan 749 LIVE OAK QUERCUS-VIRGINIANA 0.75± 10.0± 18.0± 750 UVE OAK QUERCUS-VIRGINIANA 0.75± 10.0± 18.0± 751 LIVE OAK QUERCUS-VIRGINIANA 0.75± 10.0± 18.0± 752 LIVE OAK QUERCUS-VIRGINIANA 0.80± 20.0± 15.0± 753 LIVE OAK QUERCUS-VIRGINIANA 0.80± 20.0± 15.0± 754 UVE OAK QUERCUS-VIRGINIANA 0.80± 20.0± 15.0± 755 LIVE OAK QUERCUS-VIRGINIANA 0.60± 12.0± 14.0± 756 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 757 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 758 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 759 COCONUT PALM COCOS NUCIFERA 0.70± 12.0± 20.0± 760 LIVE OAK QUERCUS-VIRGINIANA 1.00± 12.0± 18.0± 761 LIVE OAK QUERCUS-VIRGINIANA 0.70± 12.0± 18.0± 762 LIVE OAK QUERCUS-VIRGINIANA 0.75± 12.0± 16.0± 763 LIVE OAK QUERCUS-VIRGINIANA 0.50± 12.0± 16.0± 764 LIVE OAK QUERCUS-VIRGINIANA 0.65± 12.0± 16.0± 765 LIVE OAK QUERCUS-VIRGINIANA 0.50± 12.0± 16.0± 766 LIVE OAK QUERCUS-VIRGINIANA 0.85± 12.0± 16.0± 767 UVE OAK QUERCUS-VIRGINIANA 0.90± 12.0± 16.0± 768 LIVE OAK QUERCUS-VIRGINIANA 0.55± 10.0± 12.0± 769 LIVE OAK QUERCUS-VIRGINIANA 1.00± 18.0± 12.0± 770 LIVE OAK QUERCUS-VIRGINIANA 0.65± 16.0± 14.0± 771 LIVE OAK QUERCUS-VIRGINIANA 0.50± 12.0± 16.0± 772 LIVE OAK QUERCUS-VIRGINIANA 0.55± 12.0± 14.0± 773 LIVE OAK QUERCUS-VIRGINIANA 0.70± 12.0± 14.0± 774 BANYAN TREE FICUS BENGHALENSIS 8.00± 60.0± 50.0± 775 CUBAN ROYAL PALM RYOSTONEA REGIA 2.00± 12.0± 35.0± 776 CUBAN ROYAL PALM RYOSTONEA REGIA 2.00± 12.0± 35.0± 777 CUBAN ROYAL PALM RYOSTONEA REGIA 2.00± 12.0± 35.0± 778 COCONUT PALM COCOS NUCIFERA 1.00± 12.0± 35.0± 779 COCONUT PALM COCOS NUCIFERA 1.00± 12.0± 35.0± 780 COCONUT PALM COCOS NUCIFERA 1.00± 12.0± 35.0± 781 COCONUT PALM COCOS NUCIFERA 1.00± 12.0± 35.0± 782 CUBAN ROYAL PALM RYOSTONEA REGIA 1.00± 12.0± 35.0± 783 CUBAN ROYAL PALM RYOSTONEA REGIA 1.00± 12.0± 35.0± 784 CUBAN ROYAL PALM RYOSTONEA REGIA 1.80± 12.0± 35.0± 785 CUBAN ROYAL PALM RYOSTONEA REGIA 1.80± 12.0± 35.0± 786 CUBAN ROYAL PALM RYOSTONEA REGIA 1.80± 12.0± 35.0± 787 CUBAN ROYAL PALM RYOSTONEA REGIA 1.80± 12.0± 35.0± 788 CUBAN ROYAL PALM RYOSTONEA REGIA 1.80± 12.0± 35.0± 789 CUBAN ROYAL PALM RYOSTONEA REGIA 1.80± 12.0± 35.0± 790 CUBAN ROYAL PALM RYOSTONEA REGIA 2.00± 12.0± 35.0± 791 CUBAN ROYAL PALM RYOSTONEA REGIA 2.00± 12.0± 35.0± 792 CUBAN ROYAL PALM RYOSTONEA REGIA 2.00± 12.0± 35.0± 793 CUBAN ROYAL PALM RYOSTONEA REGIA 2.00± 12.0± 35.0± 794 CUBAN ROYAL PALM RYOSTONEA REGIA 2.00± 12.0± 35.0± 795 COCONUT PALM COCOS NUCIFERA 0.85± 12.0± 30.0± 796 COCONUT PALM COCOS NUCIFERA 0.85± 12.0± 30.0± 797 COCONUT PALM COCOS NUCIFERA 0.85± 12.0± 30.0± 798 COCONUT PALM COCOS NUCIFERA 0.85± 12.0± 30.0± 799 COCONUT PALM COCOS NUCIFERA 0.85± 12.0± 30.0± 800 ROYAL POINCIANA FLAMBOYANT DELONIX REGIA 0.30± 8.0± 10.0± 801 CUBAN ROYAL PALM RYOSTONEA REGIA 1.20± 12.0± 20.0± 802 CUBAN ROYAL PALM RYOSTONEA REGIA 1.20± 12.0± 20.0± 803 CUBAN ROYAL PALM RYOSTONEA REGIA 1.20± 12.0± 20.0± 804 CUBAN ROYAL PALM RYOSTONEA REGIA 1.20± 12.0± 20.0± 805 ROYAL POINCIANA FLAMBOYANT DELONIX REGIA 0.35± 8.0± 10.0± 806 SABAL PALMETTO CABBAGE PALM 0.80± 8.0± 18.0± REVISIONS & UPDATES TREE TABLE No. COMM.NAME SCIENT.NAME 0vwo CNPYnm Hmo 807 SABAL PALMETTO CABBAGE PALM 0.80± 8.0± 18.0± 808 SABAL PALMETTO CABBAGE PALM 0.80± 8.0± 18.0± 809 SABAL PALMETTO CABBAGE PALM 0.80± 8.0± 18.0± 810 ROYAL POINCIANA FLAMBOYANT DELONIX REGIA 0.23± 6.0± 9.0± 811 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 0.80± 6.0± 16.0± 812 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 1.10± 6.0± 27.0± 813 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 0.75± 6.0± 17.0± 814 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 0.70± 6.0± 16.0± 815 CANARY ISLAND DATE PALM PHOENIX CANARIENSIS 1.30± 14.0± 16.0± 816 CANARY ISLAND DATE PALM PHOENIX CANARIENSIS 1.35± 14.0± 17.0± 817 BLACK OLIVE BUCIDA BUCERAS 1.50± 24.0± 22.0± 818 BLACK OLIVE BUCIDA BUCERAS 1.50± 24.0± 22.0± 819 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 0.85± 8.0± 20.0± 820 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 0.85± 8.0± 26.0± 821 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 0.85± 8.0± 16.0± 822 SABAL PALMETTO CABBAGE PALM 1.40± 14.0± 12.0± 823 SABAL PALMETTO CABBAGE PALM 1.40± 14.0± 12.0± 824 SABAL PALMETTO CABBAGE PALM 1.40± 14.0± 12.0± 825 ALEXANDER LAUREL CALLOPHYLLUM INOPHYLLUM 2,20± 30.0± 35.0± 826 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 1.26± 8.0± 22.0± 827 CUBAN ROYAL PALM RYOSTONEA REGIA 1.50± 8.0± 22.0± 828 ROYAL POINCIANA FLAMBOYANT DELONIX REGIA 0.25± 8.0± 9.0± 829 ROYAL POINCIANA FLAMBOYANT DELONIX REGIA 0.25± 8.0± 9.0± 830 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 0.65± 6.0± 8.0± 831 CUBAN ROYAL PALM RYOSTONEA REGIA 1.25± 14.0± 22.0± 832 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 1.0± 8.0± 30.0± 833 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 1.0± 8.0± 834 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 1.0± 8.0± 30.0± 835 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 1.0± 8.0± 30.0± 836 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 1.0± 8.0± 30.0± 837 WASHINGTONIA PALM WASHINGTONIA ROBUSTA 1.0± 8.0± 30.0± 838 ROYAL POINCIANA FLAMBOYANT DELONIX REGIA 0.25± 6.0± 8.0± 839 SABAL PALMETTO CABBAGE PALM 0.85± 8.0± 22.0± 840 SABAL PALMETTO CABBAGE PALM 0.85± 8.0± 22.0± 841 SABAL PALMETTO CABBAGE PALM 0.85± 8.0± 22.0± 842 SABAL PALMETTO CABBAGE PALM 0.85± 8.0± 22.0± 843 SABAL PALMETTO CABBAGE PALM 0.85± 8.0± 22.0± 844 SABAL PALMETTO CABBAGE PALM 0.85± 8.0± 22.0± 845 LIVE OAK QUERCUS-VIRGINIANA 3.0± 40.0± 20.0± 846 LIVE OAK QUERCUS-VIRGINIANA 3.0± 40.0± 20.0± 847 COCONUT PALM COCOS NUCIFERA 0.50± 10.0± 30.0± 848 FLORIDA ROYAL PALM ROYSTONIA ELATA 1.5± 12.0± 20.0± 849 FLORIDA ROYAL PALM ROYSTONIA ELATA 1.5± 12.0± 20.0± 850 FLORIDA ROYAL PALM ROYSTONIA ELATA 1.5± 12.0± 20.0± 851 FLORIDA ROYAL PALM ROYSTONIA ELATA 1.5± 12.0± 20.0± 852 FLORIDA ROYAL PALM ROYSTONIA ELATA 1.5± 12.0± 20.0± 853 FLORIDA ROYAL PALM ROYSTONIA ELATA 1.5± 12.0± 20.0± 854 FLORIDA ROYAL PALM ROYSTONIA ELATA 1.5± 12.0± 20.0± 855 FLORIDA ROYAL PALM ROYSTONIA ELATA 1.5± 12.0± 20.0± 856 FLORIDA ROYAL PALM ROYSTONIA ELATA 1.5± 12.0± 20.0± 857 COCONUT PALM COCOS NUCIFERA 0.50± 14.0± 15.0± 858 COCONUT PALM COCOS NUCIFERA 0.50± 14.0± 15.0± 859 COCONUT PALM COCOS NUCIFERA 0.50± 14.0± 15.0± 860 COCONUT PALM COCOS NUCIFERA 0.50± 14.0± 15.0± 661 COCONUT PALM COCOS NUCIFERA 0.50± 14.0± 15.0± 862 GUMBO LIMBO TORCHWOOD FAMILY( BURSERACEGE) 0.50± 14.0± 20.0± 863 GUMBO LIMBO TORCHWOOD FAMILY( BURSERACEGE) 0.90± 14.0± 20.0± 864 GUMBO LIMBO TORCHWOOD FAMILY( BURSERACEGE) 0.70± 14.0± 20.0± PROJECT: CITY OF MIAMI COCONUT GROVE CONVENTION CENTER CITY OF MIAMI CITY HALL FLORIDA 'EIMR DE LA RORA CA Aim MARPM Ma NO. 3M STATF. OF IFi..ORDA PETER DE LR ROSA P.I.S. INC. SURVEYING o CONSULTING o PLANNING VOW 8.W. flo AVEtVIJE. MIAMI, FLORIDA 33187 PI+ (305) 552-&W FAX (305) 256-45" LICENSE BUSINESS NO. 3814 E-MAIL prnranch@yahoo.com Q Q= a° Ult �N 1/4 THE CITY OF MIAMI, FLORIDA DEPARTMENT OF PUBLIC WORKS DINNER KEY MARINA RENOVATION AND EXPANSION JOB No. B 3202 FILE ARCH. 3-28 SITE LOCATION PLAN 7i ©149 CITY COMMISSION MAURICE FERRE, MAYOR DEMETRIO PEREZ, Jr. , VICE MAJOR JOE CAROLLO, COMMISSIONER MILLER L DAWKINS, COMMISSIONER J. L. PLUMMER, COMMISSIONER RANDOLPH B. ROSENCRANTZ CITY WANACE' DONALD W. CATHER DIRECTOR -PUS UC WORKS DEPART i T ALFREDO E. RODRIGUEZ=D[IRECTOR OF MAMAS PREPARED BY: NOVEMBER 1984 1 PLAIMMIS,EIAM 2650 SW 27th AN. MAW FLORIO/ JOHN Chawwma SCALE: 1" 200' CIVIL SITE PLAN LAND SIDE jgr 11111111 �5..... aa.....�........ -wa �-.. w•-.W�..,,n*m^�f^caraw.....,...a..r..,wF...... �......�, «i .rres"es.'.-.'".e..� �a:�".L1..�<a'::�s�..`a.,�.�.�.. ,......-.:s.+.•.a..-, n'vENE I S T F "ma's,L R A L IN 11 EOng"AWIN CIVIL SITE PLAN LAND SIDE CIVIL STRUCTURAL. L-2 COVER SHEET FIRST AND SECOND C-34 LAND SIDE S-9 FRAMING PLAN LANDSCAPE DEVELOPMENT LIST OF DRAWINGS AND GENERAL NOTES FLOORS LAND SIDE WATER MAIN PROFILES PLANS PIER "A" LANDING BUILDING SITE DETAILS LANDING AREA C-35 LAND SIDE S-10 FRAMING PLAN C-1 EXISTING SITE PLAN BUILDING SECTIONS WATER MAIN PROFILES AND DETAILS PIER "B" A-6 SURVEY CONTROL POINTS SECTIONS AND DETAILS A-7 LANDING BUILDING AND LIMITS OF WORK C-36 LAND SIDE S-11 FRAMING PLAN FLOOR PLANS, A-8 LANDING BUILDING SITE UTILITIES PLAN & PROFILE MECHANICAL PIER "C" C-2 OCEAN SIDE FLOOR PLANS A-9 PIER SHELTERS PLANS, ELEVATIONS BORINGS LOCATION PLAN C-37 LAND SIDE S-12 FRAMING PLAN SITE UTILITIES PLAN & PROFILE PIER "D" C-3 OCEAN SIDE MARINA LAYOUT C--38 LAND SIDE S-13 FRAMING PLAN PAVEMENT MARKINGS PIER "E" C-4 OCEAN SIDE MARINA PHASING AND C-39 LAND SIDE S-14 FRAMING PLAN DEMOLITION PLAN PAVEMENT MARKINGS PIER "Fkk C-5 OCEAN SIDE C-40 LAND SIDE S-15 FRAMING PLAN UTILITY PEDESTALS, POLES AND PAVEMENT MARKINGS PIER "G" MISCELLANEOUS LAYOUT PLAN PIERS "A" & "B" C-41 OCEAN SIDE S-16 SUPERSTRUCTURE DETAILS MISCELLANEOUS PIER DETAILS MAIN PIERS C_6 OCEAN SIDE UTILITY PEDESTALS, POLES AND C-42 OCEAN SIDE S-17 SUPERSTRUCTURE DETAILS MISCELLANEOUS LAYOUT PLAN MISCELLANEOUS PIER DETAILS MAIN PIERS PIER "C" C-7 OCEAN SIDE C-43 OCEAN SIDE S-18 BEAM DETAILS UTILITY PEDESTALS, POLES AND MISCELLANEOUS PIER DETAILS MAIN PIERS MISCELLANEOUS LAYOUT PLAN C-44 LAND SIDE S-19 PILE CAP DETAILS PIER k'0„ PAVEMENT AND MISCELLANEOUS MAIN PIERS C-8 OCEAN SIDE DETAILS S-20 FINGERPI£RS UTILITY PEDESTALS, POLES AND PLAN C-45 LAND SIDE SLABS AND PILE CAPS MISCELLANEOUS LAYOUT MISCELLANEOUS DETAILS PIER "E" S-21 LANDING AREA C-9 OCEAN SIDE C-46 LAND SIDE 20 SCALE PLAN UTILITY PEDESTALS, POLES AND DRAINAGE DETAILS S-22 NEW SEAWALL MISCELLANEOUS LAYOUT PLAN C-47 LAND SIDE DETAILS PIER "F" MISCELLANEOUS DRAINAGE & WATER DETAILS S-23 FUEL DOCK AND BOAT RAMPS C-10 OCEAN SIDE 1/8 SCALE PLAN UTILITY PEDESTALS, POLES AND C-48 LAND SIDE MISCELLANEOUS LAYOUT PLAN WATER MAIN DETAILS S-24 FUEL DOCK AND BOAT RAMPS PIER "G" SECTIONS C-49 LAND SIDE C-11 OCEAN SIDE WATER MAIN DETAILS S-25 LANDING SERVICE BUILDING FIRE, WATER & VACUUM FOUNDATION'PLAN MAINS LAYOUT, PLAN C-50 TYPICAL WATER MAIN PIERS "A" & kk8,k l� INTERCONNECTIONS 5-26 LANDING SERVICE BUILDING FLOOR PLANS_ C-12 OCEAN SIDE C-51 UTILITY DETAILS FIRE, WATER & VACUUM AT PIERS AND SEAWALL S-27 LANDING SERVICE BUILDING MAINS LAYOUT PLAN JUNCTION ROOF PLANS PIER "C" C-52 OCEAN SIDE C-13 CEASIDE FIRE, VACUUM SEWAGE SYSTEM DETAILS ELECTRICAL WATER & VACUUM MAINS LAYOUT PLAN C-53 LAND SIDE }. PIER "D" VACUUM SEWAGE'SYSTEM LOCATION PLAN AND DETAILS £-1 ELECTRICAL AND SIGNAL C-14 OCEAN SIDE PIES "A" & "B" FIRE, WATER & VACUUM C-54 LAND SIDE MAINS LAYOUT PLAN VACUUM SEWAGE SYSTEM DETAILS E-2 ELECTRICAL AND SIGNAL PIER "E" PIER „0„ C-55 OCEAN SIDE C-15 OCEAN SIDE FLOATING DOCK DETAILS E-3 ELECTRICAL AND SIGNAL FIRE, WATER & VACUUM PIER "E" MAINS LAYOUT PLAN C-56 LANDING AREA PIER "F" LAYOUT PLAN E-4 ELECTRICAL AND SIGNAL PIERS "F" AND "G" C-16 OCEAN SIDE FIRE, WATER"& VACUUM C-57 LANDING AREA E-5 PIERS "A" AND "B" POWER PLAN MAINS LAYOUT PLAN DEMOLITION PLAN PIER "G" E-6 PIER "C" POWER PLAN C-58 LANDING AREA C-17 LAND SIDE LAYOUT PLAN GRADING, DRAINAGE & E-7 PIER "D" POWER PLAN . UTILITIES PLAN C-18 LAND SIDE LAYOUT PLAN E-8 PIER "E" POWER PLAN C-59 LANDING AREA C-19 LAND SIDE LAYOUT PLAN PAVEMENT PROFILES & E-9 PIER "F" POWEk-PLAN SANITARY SEWER PROFILE C-20 LAND SIDE DEMOLITION PLAN E-10 PIER "G" POWER PLAN C-60 LANDING AREA C-21 LAND SIDE DEMOLITION PLAN MISCELLANEOUS DETAILS E-11 COMMERCIAL DOCK C-22 LAND SIDE DEMOLITION PLAN C-61 LANDING AREA E-12 SINGLE LINE -DIAGRAMS FUEL LAYOUT PLAN PIERS "A", "B" AND "C" C-23 LAND SIDE & DETAILS GRADING & DRAINAGE PLAN E-13 SINGLE LINE DIAGRAMS C-62 LANDING AREA PIERS 11011, "E" AND "F" C-24 LAND SIDE PAVEMENT MARKING GRADING & DRAINAGE PLAN & SIGNING PLAN E-14 SINGLE LINE DIAGRAM PIER "G„ TYPICAL WIRINGS AND SCHEDULE C-25 LAND SIDE GRADING & DRAINAGE PLANSTRUC.',URAL E-15 ��� AD�AGRAMAL CAB AND SECT C-26 LAND SIDE E-16 TYPICAL PIER EQUIPMENT INSTALLATION SITE UTILITIES LAYOUT PLAN (1"=20') S-1 MARINA LAYOUT 50 SCALE PLAN E-17 SIGNAL AND COMMUNICATION C-27 LAND SIDE SITE PLAN SITE UTILITIES LAYOUT PLAN (1"=20') S-2 PILING LOCATIONS PIER "A" E-18 SERV. TEL, & CA. TV. C-28 LAND SIDE SITE UTILITIES LAYOUT PLAN (1"=101) S-3 PILING LOCATIONS E-19 SERV. TEL. & CA, TV. PIER ,k B„ C-29 LAND SIDE E-20 SERV. TEL. & CA. TV. SITE UTILITIES LAYOUT PLAN (1"=10') S-4 PILING LOCATIONS PIER "C" E-21 SERV. TEL. & CA. TV. C-30 LAND SIDE SITE UTILITIES LAYOUT PLAN (1"=10') S-5 PILING LOCATIONS E-22 SERV. TEL. & CA. TV. PIER "D„ C-31 LAND SIDE E-23 SERV. TEL. & CA. TV. SITE UTILITIES LAYOUT PLAN (1"=10') S-6 PILING LOCATIONS PIER "E" E-24 FA. SYS. & CC. TV. SEC. SYS. C-32 LAND SIDE SITE UTILITIES LAYOUT PLAN (1"=10') S-7 PILING LOCATIONS E-25 PAGING AND SECURITY DETAILS PIER "Fkk C-33 LAND SIDE E-26 FINGER PIER WIRING SITE UTILITIES, PLAN & PROFILE S-8 PILING LOCATIONS m PIER "G" E-27 PAGING AND SECURITY DETAILS REPRO PRODUCTS ARCHITECTURAL A-1 LANDING BUILDING LANDSCAPING SITE PLAN LAND SIDE A-2 LANDING BUILDING L-2 LAND SIDE FIRST AND SECOND FLOOR PLAN A-3 LANDING BUILDING LANDSCAPE DEVELOPMENT FIRST AND SECOND FLOORS LAND SIDE REFLECTED CEILING PLANS A-4 LANDING BUILDING SITE DETAILS LANDING AREA ELEVATIONS A-5 LANDING BUILDING BUILDING SECTIONS LL AND DETAILS CC A-6 LANDING BUILDING SECTIONS AND DETAILS A-7 LANDING BUILDING LLI ELECTRICAL J FIRST AND SECOND FLOOR PLANS, A-8 LANDING BUILDING MECHANICAL FIRST AND SECOND FLOOR PLANS A-9 PIER SHELTERS PLANS, ELEVATIONS AND DETAILS LANDSCAPING L-1 LAND SIDE LAND SIDE LANDSCAPE DEVELOPMENT L-2 LAND SIDE PLAN LANDSCAPE DEVELOPMENT L-3 LAND SIDE LANDSCAPE DEVELOPMENT L-4 LAND SIDE LAND SIDE LANDSCAPE DEVELOPMENT L-5 SITE DETAILS L-6 SITE DETAILS IRRIGATION E I-1 LAND SIDE cn IRRIGATION PLAN I-2 LAND SIDE IRRIGATION PLAN I-3 LAND SIDE IRRIGATION PLAN I-4 LANDING AREA IRRIGATION PLAN 1. FOR LAYOUT SURVEY NOTE'S SEE SH. C-1. 2. FOR STRUCTURAL, ELECTRICAL, LANDSCAPING, AND ARCHITECTURAL GENERAL NOTES SEE APPROPRIATE DRAWINGS. 3. LOCATIONS, SIZE, MATERIAL, ALIGNMENT, AND ELEVATIONS OF EXISTING FA- CILITIES HAVE BEEN DETERMINED FROM AVAILABLE RECORDS. THIS INFORMA- TION IS FURNISHED AS A GUIDE FOR THE CONTRACTOR. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF THIS DATA AND THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR DETERMINING AND PROTECTING ALL TYPES OF UTILI- TIES AND STRUCTURES WHICH MAY BE ENCOUNTERED DURING THE COURSE OF OPERATIONS ON THIS PROJECT. 4. EXISTING UTILITIES THAT ARE TO BE RELOCATED WILL BE*OF THE SAME SIZE AND MATERIAL AS EXISTING OR AS DIRECTED BY THE ENGINEER. 5. DIMENSIONS SHOWN LOCATING NEW STORM DRAIN LINE, STRUCTURES, MANHOLES, INLETS, ETC., ARE APPROXIMATE AND MAY BE CHANGED DUE TO FIELD CONDI- TIONS WITH PRIOR ENGINEER'S APPROVAL. 6. EXPLORATORY TEST PITS AND TRENCHES ARE REQUIRED AHEAD OF ALL UTILITY EXCAVATIONS TO VERIFY EXACT LOCATIONS OF EXISTING SUBSURFACE OBSTRUC- TIONS. ANY CONFLICTS WITH THE PROPOSED WORK SHALL BE REPORTED TO THE ENGINEER FOR DIRECTION CONCERNING PIPELINE LOCATION, ADJUSTMENTS, OR OBSTACLE RELOCATION. 7. WHEN THE VERTICAL ALIGNMENT OF THE PROPOSED PIPE IS OBSTRUCTED BY AN EXISTING UTILITY, 00 NOT RELOCATE WITHOUT FIRST CONSULTING THE ENGI- NEER. THE FINAL PIPING ARRANGEMENT SHALL BE AS DIRECTED BY THE ENGINEER. 8. ALL DAMAGE CAUSED BY THE CARRYING OUT OF WORK UNDER THIS CONTRACT TO ANY PIPES OR CONDUIT OR OTHER PUBLIC OR PRIVATE PROPERTY WHETHER ABOVE OR UNDERGROUND, SHALL BE MADE GOOD TO THE SATISFACTION OF THE OWNER OF THE SAME, AT THE EXPENSE OF THE CONTRACTOR, 9. ACCURATELY RECORD THE LOCATION AND ELEVATIONS OF THE NEW PIPE WORK AND EXISTING UTILITIES AND STRUCTURES ENCOUNTERED ON MYLAR "AS -BUILT" RECORD DRAWINGS AS SPECIFIED. 10. ALL CONCRETE THRUST AND/OR SUPPORT BLOCKS SHALL BE PLACED AGAINST UNDISTURBED SOIL, INCLUDE COST OF THIS WORK IN THE APPROPRIATE BID ITEM FOR PIPING, 11. WHERE NO RIM ELEVATIONS ARE SHOWN ON PLANS FOR MANHOLES AND/OR CATCH BASINS, SET RIM ELEVATION FLUSH WITH EXISTING GRADE. 12, SPRINKLER SYSTEMS ENCOUNTERED DURING CONSTRUCTION ARE THE RESPONSIBI- LITY OF THE CONTRACTOR. HE SHALL VERIFY ALL LOCATIONS AND TAKE NECES- SARY PRECAUTIONS TO ELIMINATE DAMAGE OR REPAIR TO PRECONSTRUCTION CONDITION AT HIS EXPENSE.. 13. VERIFY LOCATION OF TRAFFIC CONTROL WIRING AND SIGNALS ENCOUNTERED IN THE AREA OF CONSTRUCTION. TAKE NECESSARY PRECAUTIONS TO ELIMINATE DAMAGE. ANY REPAIRS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 14. TRENCHES SHALL BE KEPT AS NEARLY VERTICAL AS POSSIBLE, GIVING SPECIAL ATTENTION TO NEARBY STRUCTURES. NO EXCAVATION SMALL BE WITHIN FIF- TEEN (15) FEET OF ANY BUILDING FOUNDATION. 15. IN AREAS WHERE THE EXISTING GROUND IS TO BE REGRADED, ALL EXISTING TREES ARE TO REMAIN UNLESS OTHERWISE NOTED. GROUND SURFACE IMMEDIA- TELY ADJACENT TO TRUNKS TO REMAIN UNCHANGED: GRADE AREA SURROUNDING TRUNKS TO EXISTING CONTOURS. DESTRUCTION OF ROOTS SHALL BE KEPT TO A MINIMUM. 16. LANDSCAPE AREAS DISTURBED AND/OR REGRADED BY THE PROPOSED CONSTRUC- TION SHALL BE REBUILT TO MINIMUM ORIGINAL CONDITION INCLUDING SODDING AND REPLANTING OF SHRUBS OR 6 INCHES MINIMUM STABILIZATION AT 98% COMPACTION AS PER AASHTO T-180 AT NO COST TO THE OWNER. INCLUDE IN APPROPRIATE BID ITEM. 17. BRACE AND PROTECT EXISTING UTILITIES AND TIE BACKS EXPOSED DURING TRENCHING, PIPE LAYING, AND BACKFILLING OF NEW DRAINAGE SYSTEM. ALL SHEETING, DEWATERING, RELOCATION OR REPLACING OF ANY DAMAGED EXISTING UTILITIES, TIE BACKS OR STRUCTURES SHALL ,BE MADE AT NO ADDITIONAL COST TO THE OWNER. 18. CONTRACTOR TO USE EXTREME CAUTION IN EXCAVATING FOR UTILITIES WITHIN APPROXIMATELY 40 FEET OF EXISTING SEAWALL SO AS NOT TO UNDERMINE EXISTING TIE BACKS. EXISTING RECORDS ARE AVAILABLE FROM THE CITY OF MIAMI PUBLIC WORKS DEPARTMENT. 19. FOR DEMOLITION AND CONSTRUCTION SCHEDULE SEE SPECIFICATIONS. 20. FIRE AND WATER DISTRIBUTION SYSTEMS SHOWN DO NOT INDICATE SERVICE AND FIRE CONNECTIONS TO EXISTING FACILITIES THAT ARE TO REMAIN, IN THE EVENT THAT EXISTING MAINS ARE TO BE ABANDONED OR REMOVED, CONTRACTOR SHALL INTERCONNECT EXISTING SERVICE CONNECTIONS TO NEW MAINS AS DIRECTED BY.THE ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 21.THE CONTRACTOR SHALL CONTACT THE MIAMI-DADE WATER AND SEWER AUTHORITY DEPARTMENT, THE CITY OF MIAMI DEPARTMENT OF WATER AND SEWERS, CITY OF MIAMI DEPARTMENT OF PUBLIC WORKS, AND ALL OTHER UTILITY COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION, FOR FIELD LOCATIONS OF ALL UNDERGROUND UTILITIES, 22. PAVEMENT CUT OR DAMAGED IN CONNECTION WITH WORK IN PUBLIC RIGHT-OF- 14AYS SHALL BE REBUILT OR REPAIRED. TEMPORARY SURFACING SHALL BE APPLIED TO ALL TRENCHES IMMEDIATELY AFTER BACKFILL HAS BEEN COMPLETED AND SHALL BE REPLACED WITH FINAL SURFACING TO MATCH EXISTING PAVEMENT IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. 23. THE 24 -INCH, 16 -INCH, AND 12 -INCH DIAMETER WATER MAINS SHALL REQUIRE POLYETHYLENE TUBING ENCASEMENT. 24. ALL MATERIALS AND LABOR UNDER THIS PROJECT TO THE LIMITS INDICATED ON THE PLANS SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE MIAMI-DADE WATER AND SEWER AUTHORITY DEPARTMENT AND SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS AVAILABLE AND ON FILE WITH MIAMI- DADE WATER AND SEWER AUTHORITY DEPARTMENT., 25. COVER OVER WATER MAINS SHALL BE 4'-011 . 26. ALL WATER CAIN LINE VALVES SHALL BE INSTALLED COMPLETE WITH '10 -INCH RISER PIPES AND NO. 3 VALVE BOXES. FIRE HYDRANTS AND SERVICE VALVES SHALL BE INSTALLED COMPLETE WITH 6 -INCH RISER PIPES AND NO. 2 VALVE BOXES. 27. ALL WATER METERS WILL BE INSTALLED BY THE MIA"4I-DADE WATER AND SEWER AUTHORITY DEPARTMENT, PROVIDING THE APPROPRIATE CHARGES HAVE BEEN PREPAID. 28. FIRE HYDRANT REQUIREMENTS (NUMBER AND LOCATION) SHALL RF AS REQu1 RED BY DADE COUNTY FIRE DEPARTMENT OR THE APPROPRIATE FIRE AGENCY 'WITH INSTALLATIONS IN ACCORDANCE WITH DEPARTMENT'S STANDARDS. 29. MIAMI-DADE WATER AND SEWER AUTHORITY DEPARTMENT PERSONNEL WILL IN- SPECT ALL FACILITIES APPROVED BY THIS DEPARTMENT. ALL OTHER REQUIRE- MENTS OF THE PERMITTING AGENCIES SHALL BE IN ACCORDANCE WITH THEIR STANDARDS AND REQUIREMENTS. 30. WORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED AS COMPLETE UNTIL FINAL ACCEPTANCE OF THE SYSTEM BY THE MIAMI-DADE DATER AND SEWER AUTHORITY DEPARTMENT AND UNTIL THE FOLLOWING DOCUIMENTS ARE RECEIVED AND APPROVED BY THE DEPARTMENT: A. EASEMENTS, IF REQUIRED. B. CONTRACTOR'S WAIVER AND RELEASE OF LIEN. C. ABSOLUTE BILL OF SALE. 0. a. CONTRACTOR'S LETTER OF WARRANTY (I.E., LETTER AGREEMENT). b. DEVELOPER'S CONTRACT BOND (I.E,, CONTRACT AGREEMENT). E. "AS BUILT" MYLAR 24" X 36" SHOWING SPECIFIC LOCATIONS, DEPTHS, ETC., OF ALL WATER FACILITIES AS LOCATED BY A LICENSED SURVEYOR ALONG WITH ONE (1) PRINT OF THE "AS BUILT" WHICH HAS BEEN SEALED BY THE SURVEYOR AND CERTIFIED BY THE ENGINEER OF RECORD, 31. ALL CONNECTIONS FROM EXISTING DEPARTMENT MAINS TO BE MADE P,Y DEPART- MENT FORCES ONLY. THE CONTRACTOR TO EXCAVATE AT REQUIRED LOCATIONS AND PROVIDE MAITRIAL WITH FITTINGS. 32. AN APPROVED PAVING AND DRAINAGE PLAN MUST BE SUBMITTED TO MIAMI-DADE WATER AND SEI4ER AUTHORITY DEPARTMENT FOR ALL NEW SUBDIVISIONS PRIOR TO APPROVAL OF WATER AND SEWER PERMIT PLANS, 33. ALL 8 -INCH AND 6 -INCH DUCTILE IRON PIPE AND FITTINGS (FIRE) DOWN- STREAM FROM DETECTOR CHECK VALVE METER VAULTS SHALL BE "AMERICAN FLEX -RING RESTRAINED JOINT" OR APPROVED EQUAL. 34. 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I .' „ .. , __ -- _ - _ _ _ -_ _- —- -- — — - - - -I- - - -t- + + -- F t. l V� C r �, ' � ` . . . -: ,, „. Lf 1�i aT� i G p ., , .' . . . . I I . OUTLET . . .. , , . , z . z . I .. 0 . . �- „ . . i -, �- .. . .r� . . . z .`. _ nnr~nr�-rir . ' Q D M� S'1' 1 C ® !I. II nit--r-tr-' t tn-rr� tnitl \\\,: ll; .. y -, ,, _, t t t t t t t t t ,. ,, t t t .. .. . m ,. . :.. ,, .'. .. . . ,. ,, . . ,. .. " 'r . , ,, ss -„ . : .' . : ` . 1. _ ..'. �'. . , : ,. .. ,.,. '. : r , 'a: . .' ,., 1. f t : , .: •. i L% .. , ' .. . ., .. ., , .. r. �.', ',, , �. . .. '. N�s ��® Jlp � W. � J (.. ,:..:, , .: . „ r , , W. : I .. „�,. :.. �..' •:. , •. REPRO PROpUCT5 , .. �,' r :. ..: '.: r .. . '. ." " y ., i 19) 2 Y ---.Y N\ I PI No,Co � REPRO PRODUCTS y wl t ! l K r'. a r t CC k. s Z. .., mer... 9. LL • t :e .J f' 1 ui LU OWN oil Who LU: lz Now MEW REMM i t 4 CEZLum \Opti r ma W M tl CC LL 25e f! �> �,� �� /� �sy �� �'�� FOR CONTINUATION SEE SH. NO. C-21 z i da Q QOo \ i +16 I WkpCaR` tLo \\ D kpa A� Pnx �.�;� �, v � &m, '?� 3' "�� P�� �:>^ t3 1, � o E < f" ................( �� � z° a :t NE.W 'DIEP- �Frt� 24 pyypbM.i �A �q M✓ „'sr 1 CLQ cf, \�1� \ • �• %.1 `Z o(� W n, V €1 ,,,,.,.,; ..'.... ``y7f:, td .t ,.,*� f1 �i z`, ' t �{° _,�*'r ` I III y�j' •,`-��\ f , � , :,•.,i ��� el �\ W ®i \--,�.. @ -'� �` SIGN .� = POST "7' W N I \ A c� f \`` r f rte' `�-- '•-,t�� 25® ��•+�,,4 f,'' !r it iii _ II LtrWr ® �,\�>•\�\ 7+�t-�`_�� 1-��f�/POLE I I a ��C�H 4 ` \ QARwifac z \YP�• fit• �\ S1GN-�� iC� Co eon$C. GWY z am�®m= 4 CONC, DOCK 0 3 i SEAWALL -1/- 14 O IL REPRO PRODUCTS A EXISTING PIER TO BE REMOVED. SEE SPECIFICATIONS FOR SCHEDULING TYPICAL) . ° I.I EXISTING RAILING TO BE REMOVED AND REPLACED OR RESTORED AS REQUIRED FOR TREATMENT. SEE LANDSCAPING DRAWINGS (TYPICAL). 3o REMOVE EXISTING CONCRETE SIDEWALK. O EXISTING CONCRETE STEPS TO BE REMOVED AND REPLACED (TYPICAL). REMOVE ALL EXISTING WOOD DOCK BUMPERS, BOXES, AND CLEATS. STORE AND/OR DISPOSE AS DIRECTED. SEE SPECIFICATIONS (TYPICAL), EXISTING CURB AND GUTTER TO BE REMOVED (TYPICAL). EXISTING CURB TO BE REMOVED (TYPICAL). $o EXISTING CATCH BASIN TO REMAIN. ADJUST TO NEW GRADE. - 0_'1 EXISTIfIG STRUCTURE TO BE REMOVED, 10 EXISTING SIGN TO BE REMOVED AND RELOCATED AS DIRECTED. 11 EXISTING LIGHT POLE TO BE REMOVED AND RELOCATED. SEE CLECTRICAL DRAWINGS. 12 EXISTING MANHOLE TO REMAIN. ADJUST TO GRADE. 13 EXISTING TRANSFORMER PAD AND STRUCTURE TO BE REMOVED. SEE ELECTRICAL DRAWINGS. " ]4 EXISTING SEAWALL AND RETAINING WALL TO REMAIN. @'--,JXISTING TREE TO BE REMOVED. I6 EXIST ING -,BENCH TO BE REMOVED, k ti3 y • °., ........ ... ................. p,y � ltiiy ' P `a Ft D EXISTING ASPHALT PAVEMENT TO BE REMOVED. 18 REMOVE EXISTING POSTS. 19 EXISTING PARKING BUMPERS TO BE REMOVED AND RELOCATED AS DI- RECTED (TYPICAL), 20 EXISTING UTILITY VALVE BOX OR STRUCTURE TO REMAIN. ADJUST TO GRADE. 21 APPROX. LIMITS OF OLD SEA PLANE RAMP. REMOVE WHERE ENCOUN- TERED. (4"x10" PLANKS.) 22 APPROX. LIMITS OF OLD REINFORCED CONCRETE APRON. DFPTH AND THICKNESS UNKNOWN. REMOVE WHERE ENCOUNTERED. 23 APPROX. LIMITS OF DEMOLITION 24 EXISTING FENCE TO BE REMOVED. 25 EXISTING WOOD BUMPERS TO BE REMOVED. 'kyr..•.. � ...� f"'. >.1, I=X15T. FACILITY Tp QEMAIN P_XCEPT FOI REPLA,CGMENT OF ��xiST. �L.ECTUSCA.I_ SEi2VSCES • 8�� E:i--�CTTaIC4i..,. OWC�S. DEMOLITION NOTES 1, DEMOLITION OF EXISTING FACILITIES SHALL FOLLOW PIER DEMOLITION SCHEDULING AS DESCRIBED IN THE SPECIFICATION. 2. CONTRACTOR SHALL NOT DEMOLISH, 'REMOVE OR RELOCATE ANY EXISTING SURFACE OR UNDERGROUND STRUCTURES THAT IN ANY WAY IMPACT WITH THE SERVICES, INCLUDING ACCESS PRESENTLY PROVIDED TO THE MARINA USERS, UNLESS PREVIOUSLY APPROVED BY THE ENGINEER. 3.''`�ALL ACCESS TO THE SITE, STORAGE, AND STAGING AREAS ARE TO BE LOCATED WHERE SHOWN ON THE PLANS OR AS DESCRIBED IN THE SPF�CIFICATIONS, 4. ALL E-I.STING UTILITIES AND SERVICES OUTSIDE THE AUTHORIZED LIMITS OF -,WORK WITHIN EACH NEW PIER CONSTRUCTION SHALL BE MAI NTAINED.`'~•CONTRACTOR SHALL COORDINATE ALL NEW ELECTRICAL, WATER DISTRIBUTION,-w-SEWA.GE_,..-AND,DRAINAG E FACILITIES SO AS NOT TO INTERRUP,r EXISTING SERVICES, 5. DEMOLITION OF EXISTING PIER SHALL INCLUDE REMOVAL AND STORAGE OF ALL DOCK BOXES, CLEATS, AND ALL OTHER REUSABLE APPURTENANCES. FINGERPIERS,.PILE CAPS, PILES, FENDERS, ANCHOR PILES, ETC., SHALL BE DISPOSED AS DESCRIBED IN THE SPECIFICATIONS. 6. DEMOLITION SHALL INCLUDE ALL SURFACE AND UNDERGROUND FEATURES WITHIN THE LIMITS OF WORK NECESSARY FOR THE COMPLETION OF THIS PROJECT. DEMOLITION PLANS SHOWS INTENT AND MAJOR ITEMS NECESSARY TO ACCOMPLISH THIS TASK, HOWEVER, IT DOES NOT REFLECT TOTAL EFFORT REQUIRED. BID PRICE SHALL INCLUDE ALL COSTS OF DEMOLITION NECESSARY TO COMPLETE THE PROJECT. m LAM e' � ct Y: Q ffi3A v aLu gum h. x i LAM � ct Y: Q ffi3A v aLu gum h. x i 4 F' 0 Lu cam Lu Lu r, 41=1- LAM � ct Q ffi3A v aLu gum rno ` 4 F' 0 Lu cam Lu Lu r, 41=1- � ct v rno ` r, © eh9 c r� ©A z J ■ ^'3 -3 I Odd ��a j il ' o '3` 'A2 1 '3 S <-V z F - z f. O Y� F' O u- i Mr-Rc-f HOSPITAL COCONUT gROVE . I I I . . \ k \ I. I . . I Liam p o � w Mpg, .L.b to A TrINNE KEY MARINA tf S C•AYN E e ViRgINIA E --- I�FEY & 15CA E-5 MERCY HOSPITAL. i:ERMITA of LA CARFDAD \ ?COG3 S. MIAMI AVE. CHURCH �.. 3G09 S. MIAMI AVE, LOCATION ELAH LocATION MAP III MILES (NAUTIC4-) Io FT. DtFPTH M.L.W. THROUr> HOUrRE' SITE ja I G FT. W --.W, PROPOSE=D MIN. DEP- I s RMF MAWML-4FT. MAx. RF-Qf=-F HARD 1100 SOLID C,Y,PRQ .RAF L T oy 1-160 Er C'Y' FLAN 4CPoSs- S�A jUcs I co !200 Bm gc o j oo 550 SE�RE OCEAN SIDE DEMoLITICN swSERE iw YARDS ALAN - �SH • No . c -4- R QEF SITE CRoss - stEc-n o N sou-rH To NoRTH FOR CONTINUATION SEE SH. NO. C-22 NOTE: FOR DEMOLITION NOTES AND LEGEND SEE SH. C-20 I ►A E l' �r a .SH._.ti4. •yx j il ' y: S <-V A f. Y� F' i h =.i REPRO PROOUCTB J, l' �r a .SH._.ti4. •yx ' fr. t <-V A f. Y� F' REPRO PROOUCTB J, . : . . . .. I . . . . . . . . ,,- . .Axa .. .. /- -,- � - \1 , . . . . . . . . .. . . . 1. . . . .. . . . .. . . . . —,,,� I . I 9,kil, . ... . I . . . .. . . . I... 0 v i111 %19 I 0 . - � " I - - - . . . . . <1� ,-o �.., ---- " 41 11 11 hl�5 Cr f , h 00 0 1 t,�I, 0 �,,jAMW> A �, '. G LOUGRI, I m, R A.r, N I�A --mo-0 �,� 1( I f�111 ,\\, t�, `,-�- (p 11P 0 v �1' P ; 10 1 U -, ,--� � . � 0 V .. x- � , , -,/,, � plzl ,,* �� t �,,F�Lj,.' -'----14-,----1 * """, '-- � 0 / L 0 .11 A --11 . 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SEWE2 \\\\ m \\\ \ (SIZE UNKNOWN) E.X1ST. 8 SAN. SEWER (T.G. PIPE) O \ J \\\ \\\ \ EXIST.29 \\ 50 x24 CONCENTRIC EXIST. 10 SAN. SEWED \ ELECT. M.H. a \ Pf�OP.30" WATER MAIN (BY MIAMI \\ \ " " '� \_ � \\\ DADE WATEP- AND SEWF-;?- \\\ i IZED . SMALL END M.J. `� -� \\\ AUTEXISTINGY DEPARTMENT) I F(b.I.REST.) EXISTING / j�ARM \\\ \\\ ... 24"--M.J. 4 M.J. \\\ \\\ \ a ' STA. I+ 2x.-74 --(t (Co" W.M. 4-" ELECTRICAL J EX15T. TRANS. VAULT \\ \\ 0 i I /a 13END(D.I.REsT) (CONC. ENCASED ._ — _ WAS STA. 1414.1 - Eb- "C' STA. 3 + 2 2.67 I Co" W. m. !_ gn MJ GATE VALVE. STA. 3+10.0-5 - E "C" \\\ \ 24" x ICp" M.J. TEE \ \ / , ICn tg L R x ALL. MJ D.I.'EEST. T'Z=E � \ f 5TA . 1 +C.C� IC,Wil M. \ � Di1 AbAN ON ED . 3 >� ' 5TA. If -50 C � SAN. SEWER �u � O NEW 16 D.LPWATER MAIN -0 in \\1\ \ N \ ` ` Y �-R/w ►INS EX15T ELECTRICAL- (SIZE UNKNOWN) J d dl \\ -�• - __ - - _ -- �...._-- -- -- VE-- ICO"x S„ -ALL M.J. TEE(D.I.PG5T uj EXIST. ID" SAN. 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NEW D.I.P. WATF—:'-Q MAIN Alla ISLF.A5E VALVE (51 -ZS A S NOTIcD) V 5. NaW Bit D. t . P. OR Co" D.I . P G. V Wp,'TE12 MAINS (511ZE LINES) B.v DOMESTIC WAT'V_='R UNE P.V. (SIZE AND MATT=-Q%4L. AS NOTED 2" ©w SCH. 80 RV.C, P.1 PE WATE-2 SUPPLY TO UTILITY PEDESTALS (SIZE AS 5HOWN) UTIt_1TY PEDESTAL Ly y VACUUM SEWER I....INE, Sc". 80 PV.C. PIPE: Lu (51'ZE AS ) P12E UNS FI IN Cc •--�--{ TEE .--.___--- CROSS T I bQ GATE VALVE. auTTF_;aFUy VALV6 TYPICAL R P_5 . HY DP -4-N7 ASSEMBL_�' (TEIE, GAT4E VAk \1S ANO FIRE HYOR.ANT ) TYPICAL SAMS5T=_ UNIT ASSEME3IY (TEE , GATE VAI-.Va AND 51AMF_5E UNIT ) 3ENDS (AS NOTED) 21, 5CI-1EUULE SO PVC. BALL VALVE (`rQW-UNION P.I. No... STA. O +00 $ qD" W STA, 5+70.22 E�_ "G" 211 SNE.DULE 80 PVC PUJG VALUE W DO E T E2 `.M. M S IC \..IAT MEI' E Q DETECTOR. CI -HECK VALVE -- - ACV (TYPICA,L F1Q_S LINE INSTALLATION) ABBQEVIAMOWS W. M. WATER MAIN D.I.P. DUCTILE IQON PIPE MJ MECHANICAL JOINT PE PLAI N END REST. RESTRAINED TY P1- JOINT F. W. FI Ma UNE SUPPLY D. W. DOMESTIC WATSP. UNE V 5. VACUUM SEWEIZ G. V GATE VAL\/r= B.v 5ALL VALVE (TRUE UN 1 O N) P.V. PLUG VALX/E G.V. GALVAN 1-4SO 5T1EEL- 1� i Lu s' • , a Ly y Lu uj Cc i gem I h a: 1 wii a r. f<p Lai p 1� Lu s' • , a Ly y Lu uj Cc i gem h a: 1 wii a r. f<p Lai h� Z.- FOP_ TY PICAL uE7VAi L-5 5H 1=1= i = ���1 i f -t ►�vv U H 0 Z? JOB No. B 3202 BILE ARCH. 3-28 wN Z s; 'y O, i� • 'l 1211 MJ 4�0 MJ 4505E -NC) 1 i'Z1103 Aqa m i �50 CA -No 'Qo,� o.t ,..__.. .m..- - STA . 12 �31,�r - 12" w. M • ' TA • +�5.7 I W . M. Wq STA. o 10 -� NEW 12 D. I . P WATER MAIN o 0 1 a 3 31 _ d 5101..1 U w . _._. _ U aUTT�FQFLY V,6LVe(MJ AND MJF �- IFrr 0 1 sTA.tic +1 -� ICa111.L.M.")'IE Ro0� To 7E Z �? I O _.._ - 4cDl!x 12'! PE ANC) PP_ D.1.PIE57. b 3 SGN. 80 PVC ADAPTt✓ o I ,tee 341f5ALV. 4;EEL~ WYE � � d 3"x21t 5CH, PVC. P:I=DUCI NG ! a- �T LZ 1 W M - 3 % 1211 M J GATe V41--�. Ag1D c�� t COUPLI N - } Co G.L GAT' VAL...�IE � W p w o 1 r; vAl��C4� bc X,(TlE 1�ODS TO TSE) _. _.8"-4G" rAQ Ir �tD rx > z 1 ` 3 SCN 8o Pvc aflaPr mi r_GDuccF_� Ew 3!� V. S. _Scl�l. �D PVC Ptp� to - VAA�IT.vr i(D1ix811PE AND „PE D,I. ' �� ��LV. �� �' �Q1 C.1 (a4Te \/AL {?..I� IOD'S �"c� Tom) 3 { ci.8o rwc ucI N PL - ' 8' X� sMA1 1 �, �, I, 3 �, PLu G i � ST DtJC R --. 1,%2115 ED n . 12 x 8 �� MJ p.1. .:� ..a`r �QDtDS VP,1 CJS I N i7E ALL SH C btu our �trt Q ' t57A. IL �- .c� 1�` v � r-1. � .. UATT IL_ r Q- NEW 12 D.LR WATER MAIN rNo mi M 1 f 6"1-1J e I2"x2'1",j m,��.tST. T --p-✓p ` I l i �ouC 2 12 ` "1'-'1,J 4 MJ J I �001 5F --ND- I1 � � 1 DCV �. \ I u�7,� --E VQ V� 2 Flu CST.s B07IT1E �5 T���- E>C1ST. l_, =CT. _.._._ 8 A 1 l TA + 53 VAL\t� ax C I ZEE t�.r�t:- �, ,� coNoul-F-m,. 111 A�1. M.S a.I.t2T �o°OEND LL I �� � IZC�iDS T�T�I=) . �'`� MLLSND M � F _.. —.._� 1,5 -- Imi TGC-. �, �' D, 1. P. STA.. 1� ,�� - � 1211 L..1. M . STA , 0+.10 � '+e,1 + }- \ g,1 p.1. p. BALL. M3 EE 5TA..10+20,`75 - ICo''W_Mn , 1n it NEW $ TEE \ C f T 81 X 4 R� D. DOCK. MASTER Q 1 , I T) � • ' 21I V..S• 1Co"AL.L h'I.J. TEE (D.1.12�5 •- ._.__.__._.. .____. ---_.. _._._.__�.._. _� �1o.I.P `- • j Q __I ?�-�' STA. 4+49.75 eUP-1EY - E, it �, o 11011 a 1 8 x �- sMa�1_ �� M i ---� � 1,� r ea I , G' 10 -�-'' 211 I � y �,� j �61 {m 1L?ht�uC�2 ---- i, 1.1 Co"M.S MJ 1=X14'V-L5-CTSTA. o oo f 11 E 41 G Uiw 4 I �: '�' ` m' 4►► t, .► i.(©�-�)_ _ _ �o� N© COW 5)u 1T:J ow 83.25 �i11p1I� z >N �_-------- --� --N --- _—_ �_-- - --� --- --- _ — -- g\tlK�,1 �� �i � \ /� I` 1 411 x21' RSD. �2'1BV ; 1lI �, .__ 2,� M • — 3�� io l lot t J -1=X15T ELIC. CONOUIT 4 211 PaALL �/!QL_V� SURVEY uE�! (P.1. No.5 TO PA. No.6) 5TA . 2 41& "E �� St;E RESTAINING W- LL T., . 2t�.� ,► '�11 DrW 211 �.W. -- IEP, 11�II v REPRO PRODUCTS s1aze 5141=FT5 C-54 AND C-55 2.� rcOg JYPIG•,AL PeTAILh 5Ee r,IaEETs C -r [ THIZU06;H C-55 3,' SDP L..ISGit=f`itD f��E �4-1F..�" G-�Cv A,LL- \/ACUUM '51aWE12 PIPe AND FITTINGS OH41. _ 5C- 5C4, SOPVC 5: AW._ bOt-M56TIG W4Tt:-i2 PIP5,&ND1=1TTING'5 'tPhkl-L � 6CH.00 PV C, P11 P1 N(:� To 5r=4ti1AG.L. ANo 5cq . 40 PvcC PIPING f:;20M ✓RAWPht.t.. 'rO r--NE7) (54-- PI9R. JOE N^. B 3242 FILEARCH. 3-28 M'�i T v I r% Irn.�..!• ^:t he F �t t r ,. ! r a'. Lut � f s, ` >' . Lu;r. a L� a s Lu r. °. pIu 1e .r •+ 1s. :;ifJ• qq t1•' I C 7. i4 s 1 r F �t ! r s .. r � a }S: G 4-"scN, 84 PVC, Pi Pe w _ -- SIt���-- _ / 12"x G ll NLL MJ W� P-E5T TI-� ' W — — / 6TA. lq x•90 1TW–M. ��,x3°Q-=Duc1NcA COI�PLPt Ca O I K � _—�u 5CL. (50 PC• ADAPTEQ(tI-r p)o Z + 31,GAV STEL WY15 ,►2��CH.00G.zucING Z LLJ 0. I+ 1 r „I1 {...�Is P. �r j� - 3" SAW. � L I � J,�,._^�.-----311- 11 .��a G�..L�OW � /q 3u_22�I °EL50`Wu _ S / u A 37EL A QQl. 3n1�,�/, - Vf 0 Z r---3 SCH,gO PVC AdAP�az � UJ _ I.GAT'S VALVE r;-T"is QCT m -ro 'ra) DOCK MASTER P I.II�DIN z - 1211y'(2044 -q 4, _ NEW 12 D.I.P. WATER MAIN ® I' 3 Ab tiq.+8 12" 1�•M, 15 �- 1��'�'� �r} T© y .L, . + CoN OU 11T 'z ► ' W. >? ,1=�T � 211-f -f D ! .Z" x " � MJ TAPPED T�� � 811 MJ. GATE VALVE _ 2u G -TA . 15 ETA. 14 + �o W . 12 LJ < NI . '. -I I PV 2 S.V F.. ! yr ��\Z f4 STA. 2 + 12 !'�" S� N O d �n +1 1I Gil G. 1, GA'T °0 a D, W. + VALVE - Cy N rl D.G.V.ol ALL MJ 3 'Q � G D•I.P. I�.M, � -- �r� N90° BEND---�---�% ���-5Cc'E)�© -+ Z uiz �&1 x(d" 5MALL EN _ - 2 11TE o ui UCc �, ,, ,� I-- v Q RETAINihC� l•�!{�L.L SURVEY E (RI. No, 5 TO P.I. No. 6) 2 e�. �.�.� RI=TAiNIN(� WALL t'AOTE5 I. F+0;a PP-QF1L-T--5 61=E ° I'dFS—r5 G-.54 At,ID C-35 7.- FOP. TYPICAL DETAI L5 5F -F- 5HE.E"T� C-41 'rNRuOGN C-55 a- F02 LV---GF-ND SWEET C -2G 4-- ALL VACUUM t'EWEQ PIPE AND FITTING'S 5I-IALL 15E ,,CV4 67 PVC- 3.- VC.3,- ALI- OOME3"r1C WATER PIPE AND F1'TTING5 5",&LA- 'U 3CH.50 PVC. P1Pl"G LAND 51DE TO SEAWALL, 4t`1D 5CH4-0 PVC. PIPING FQ,OM SEAWALL TO ENO OF PIER.. REPRO PRODUCTS f I F p v i �i 7i f' t' �j (5(% t -:ter. LLJl .A LL f} • _x F uj LLI E M; " " es'ss ui S r 5 s i `S( r REPRO PRODUCTS NEW 31' VACUUM SEWACGE 16 NEW 12" DIP . P. WAT i SURVEY B "E" (P.I. No. 5 TO P.I. No.6) NE. W ill D• �ry fl i p.1 <.I . �-r, ) -UTILITIES PIE C) F -STA L s;TYi?� l/ \ � Go NTr�ncTo rz o 121=4 �o�r� \ \ \ \ �P�I.i L)C3 CO IN �T TCS XIS ._ kl TE 14A r x.:D 9X 15T. G {' WATE \ 1 \ \ I x G" AL. L MJ D. I . �-G.ST CQ055 VALVE t Q 12'' MJ ,l1 -45° D I ZEST BEND \ \ \ STA. 1�t13 f eTA. i -T + X4.5 C 12" W.M. \ \ r P.I. No.co \ STA• 44-71,5 "E"I \ ` 6TA . 1+ -74.7e Q5 F" _ 31S _ 4-5 FINgER. PIER Ri✓T/aIN1NC� WALL. \ I \\ GEAIAALL X15 cAYNE SAY NoI'�S Foca P RoF LE5 6F -F- c-54 ANo C-55 FOQ TY PICAL CAG -TAIL -5 toEE. 5HEST3 C-41 THRUUGN C'-55 y F02 L=GEt4O SEF 5WFEET C -2Go �. ALL VACUUM t'EWEQ PIPE AND FITTiNCag `5HAI-L E3F. 5CN So PvC. ALL OOMEt)'TIC WATER PIPE ANO F%T'TING5 SW1a.LL BE 5CH. 80 PVC. PIPING LANG 5%DF- TO SEAWALL.y ANP 5CH4<D PVC. PIPING, FiaC7M SEAWALL TO EhlD OF PIER m a i r . y y �.. f - M a r . J z w r . J SEE UTILITIES DETAIL. OF TW16 A�,",EA ON SH. 2'•p1� J. M1 i5 �h 4 E� -=s Y RpmLui Fi�R PROFIL.� OEE 34EET5 G'S4 AWO C-55 f Q[� r N LL UJ Y LU Y L ;i !Y y�y �i tir y. Sa M s� —i:�.gtL ki•:.d4SJ+i.�. "si i.�ia'.'.>x�Yv�7.!"�l",�� M1 i5 �h 4 E� -=s Y RpmLui Fi�R PROFIL.� OEE 34EET5 G'S4 AWO C-55 Q[� CL LL UJ Y LU s� _ ! ,. ;i !Y ri tir 4-— Sa M s� 1zz� S: ALL DOt" 1Et'TIC WATER PIPE AND FITTINGS SVA&Ll— E yj Y J OB No.wB 3202 W PVC. PIPING FROM SEAWALL TO END OF PIER , , FILE ARCH. 3-28 4 -=s RpmLui Fi�R PROFIL.� OEE 34EET5 G'S4 AWO C-55 , CL LL UJ LU s� _ ! ,. ri tir 4-— ALL VACUUM t �LWEQ PIPE: AND FITT44G5 5"ALL $IE 5G14 67 PVC- M s� NOTES: I. Fi�R PROFIL.� OEE 34EET5 G'S4 AWO C-55 , Z: RDQ -T-,(P!#,-AL DETAILS 5F—F— 5"SS- '—.5 C-44 TkRUOG4 C-55 ° �a . ° FOe LEGEND 54-4EET C -� aco 4-— ALL VACUUM t �LWEQ PIPE: AND FITT44G5 5"ALL $IE 5G14 67 PVC- 5.- ALL DOt" 1Et'TIC WATER PIPE AND FITTINGS SVA&Ll— E BCH. 80 PVC. PIPING LAND SIDE TO SEAWALL, ANO 5CH+0 J OB No.wB 3202 W PVC. PIPING FROM SEAWALL TO END OF PIER , , FILE ARCH. 3-28 r c, I Al I Oa !e, lz 11 x e;Il !l ! 121t M.S. 4 M.J. 45" 2 4. 0.1 ,,TST IZI, TAPPECD TE"A. 2 t-5 - c� i2�j W.M • I iZ1 T t l=ilf� . ,i Sn X t j I -211C-2-5, �° , G1C.1.GATS' VA►t^VE (Ti E= ofl� — `.1 v 784 2�� f a 4 -` - Jr" I A GqT 2 _221°QALY• z _--- G C.I,GATG YALYE� o STEEL EtBoW I1 a Lv ( TSE eoDg To Tom) -_- a �o , �� D G °u, I 0 12 xCo�� ALL MJ D.4. °'- / / 1 L °_17 ..2'tG,e,rL4� NIPPLE t9 2�i 2�.ST. TEE. , 1► / / �y. ` M�� 1 � ao f STA. 22-I I'7 C 12 W.M,— EX115T, E�LeCT. 1214 x 811 ALL M J D. t. PI STT N STA, 20+ 5� c� 12 11 W.M. -� 2 / \ / u�.vE Z'SCI-1,St�Pvc �� �� �^e�,J, . „ 11 o� c: AMPFj SLIPxFPT d a>~I=1_ CT1oe / I 112"x 2 MJ •r4PP�.D TEE. ( \ / / / / c 6,aMob � pE 22 (2 _-8 Ma 45°BsND U?NEW 12 D.I.P. WATER MAIN -= QuI 9311 CaV -�C� FL�CTtolt `r' co -< 1� f W �1 "-- 2N B Y. NEW 311 V 5. EXIST. ELECT. CT. \ S" lit -LMS • N Q 3 �,LV, STEEL GoNC?u I ! - Z Q LAT�I2AL 1�'i x � "� M J D ►. BEST T�� � �� T `\ ItiI�C �_ � cI) �.. ; O.N p'I,P —3 SCN SO P1/C, ADAPTEQ ('EYP.) / 1 lA 9 N �` 3"GLEN STEt5 L 111/2 ° �L50 W \ 3n_ 45'0 1 _ � � �-- —UJ40 _T_— — — _ �r- ExIsT: 4 �-IAT��2 MAIM^ �LE3C7w / I 0 4, uj 311"5CN, 80 PVC ADARTE ER'(TY P.) /� �' / �fi0 -� �} � ,�' -- � .._�'! " R-�DI...ICI NG COU PI_.)NCa (5CH . 80 P'VC) 'J x2tq + EY, 1:2)T. `�' � ` � / Oo Pmj 2111 / ) Lndi 0(f) W �- !— 6A A/ P. ...� 51� mi m - y z p too w �1tC.I.GATE / 45° 6�Nc ;L Z — U) VALVA - ___- 'r / / cc - mi I Gig MJ 4 MJ -- ---- --- J 1 / 4� Ma REIPU � 8"At�t: MJ WYE� SURVEY G (P. 1. No.7 TO P. 1. No.8) 4150 41 1 8 xCn 1 SMALL END 3 MJ P_S1DUCr=P_ -- --� _-` 1 SEE UTILITIES DETAJJ_ 333 O F T N 1 S AREA c)1,1 * p No C — 51 = 11. C� www 211 PaALL YA•�V f=�� -� l l E „e;i TI 54LL VAUq1= - --- - 1 1 3 ti 5EE UTILITIES' i)ETA1L OF TH15 AF -EA ON CN, riO . C -51 w _z i H c� x" W t v LIA N W NOTES I, - FOR Pmc)Fi l_E5 6EE SHF_sTt5 G At.10 C- 35 2." FODQ TYPICAL Df-TAIL5 t)EE 5HE'E7T- C-41 TNRUOC%W C•-55 a - Foe LF-GEND 6T�F 5WEBT C -2Ca 4.- ALL VACUUM t�1WEQ PjP=AND FITTINGS 5HAL.L 15E 504 60 PVC- 5.- VC.5.- ALL. DOMESTIC WATER PIPE AND Pl-TTING5 SNb.LL. 150A. 54 PVC. P1 P1 NG LAND 51 DE T© 5EAWALLL. y AND 5CH 4-0 PVC. PIPING FROM SEAWALL 'To END OF PIER. REPRO PRODUCTS i H x" t N i H t 0 to ti S sTa. 2 + JE RM5 ro a4 - _._.._ sTORr-I ©c�,l l\is �_..___ , Q Q a _pool r%p� 'C G3 �3t �� ,� z° P, iG1I,\Go1I ALL MJ TEE STA.25-1--3 -!J W.M. _. «" M.J. er M.J. REST, t3END ` qm ci r STA. 3+30 ..~� Z Jf l NEW 16 It D.I.P. WATER MAIN to EXIST. ELECT. CONDUITS >- W E X 15 T. 2'/Z" W.1-1. �--� -I-�-- EX 15T. 10" CON C. PIPE 9.O FINISH GQAi7�-=; 8.7 -�� -- ------ — ~ �_` / T;=x 1ST. GRAD E3 +8 26+00 173 L.F. 16"D.I.P. WATER MAIN. 25+00 z4+vv 1(,;Ix 12ti SND V-Aj D• 1. RF_ST. C©NC�7'�_tiC _r2�D1..Jci �� k, 161 MJ AND PE 221/2"D I REST. BEND -�TA,24+G9-I 12"W.M. 40•ruu i2"MJ AND MJ 45" & ND STA 22+�)9-C_12"W, M. a: i r; r ,; � � x 0 Lur ti . EXISTELECT. r- Co.25 [ �. o { 5.7 I . 5.J Co. l5 � CDN©UITS. LIJ 5.8 5.� � +6 6 t s w �� EXIST T ---- .T CONDUIT CONDUITS a EXIST. 5" 5TORM SEWEP- IEX15T, G" EXIST. ELEGT. °z t T.O.P. 4.f EXIST. 21/Z WATER T.O.P. 4.1 r �- r7 INV. EL. I. 1JATER CONDUITS +4 + 4 MAIN BJ, �� EXIST. G" C . I . , E X IST. 4' C. I . MAINS .�1 I -t'WATER T.C.P. 2.2 MAIN � T.D.P. 1.5 WATER MAIN LJ LJ /EXIST. 4" C.I . n T. ? 2.2 I WA7F- 2 MAIN +2 + 2 Q t 0 V I LGTH. t G rH. I LGTf-t, t I R1~sT: PI 0 �Ep� EXIST. 10" CONC, PIP W i X2E5T. PI Pe �- EXI5T. G" SAN . SEW ER RF -"s pl�� �.,. STORM SEW Etz. w I INV. EL. -) 0.17 t INV. EL. 0.50 : W SIS �1 01 �n ,- 2 . -2- 2 3 �> j X �' -4 4 01 ILA x Q 6 t9 fl� _ c.n _ En 6 26+00 173 L.F. 16"D.I.P. WATER MAIN. 25+00 z4+vv 1(,;Ix 12ti SND V-Aj D• 1. RF_ST. C©NC�7'�_tiC _r2�D1..Jci �� k, 161 MJ AND PE 221/2"D I REST. BEND -�TA,24+G9-I 12"W.M. 40•ruu i2"MJ AND MJ 45" & ND STA 22+�)9-C_12"W, M. r: a: i r; r ,; � � x 0 Lur ti yh, a r- 1 LL I t }' LIJ z cc t s w ` a i r °z r: a: i r; r ,; � � x Lur ti yh, a r- 1 LL I t }' Lu .s, _ z t s I W H I L— 1L— H 1 v V —1 L. YM L. SEE PLAN SH. Y B 8 EX1ST GiZAL�E' G.5 G.4 X0.5 FRhJISN GRADL. , (S.5 "• 1 N � 0 • ui :i C�.2 Co.2 �l. LL UJ aLU T ;i' Im.� t a, i c i-; ►.;Sr-�'.ti:lISY3k 14=. w I W H I L— 1L— H 1 v V —1 L. YM L. SEE PLAN SH. Y i� Z "• 1 N � 0 • ui :i �l. LL UJ aLU T ;i' Im.� t a, i c i-; ►.;Sr-�'.ti:lISY3k cn i� Z "• � 0 r.. ui :i L LL UJ aLU T ;i' Im.� t 14=. w L a a f r' r> i� ti J "• � r.. ui :i L LL UJ aLU T ;i' Im.� t 14=. r: :y l' c' r REPRO PRODUCTS .v f .0 +8 g 1. e �1NiSN G�4©E 5.� uj ,` 1=XIST: GRADE+ f Ca.`JFINi3H 7_9 �.o i l GR,4[7E; �.2 -'i o _ 5I 5� _5.7 W rl M d AIR IZELEA5E VALVE AIR RELEASE VALVE z 4 i STA. 13+35 STA.14+96 +4 GXIS'T. ELE.G.CONDUI ----� EXIST. 2" WATER EXIST.15" STORM EXI5T. ELEG. CONDUIT L] v LINE ± n , I ..-_AIR RELEASE VA VE _ � INV. EL. 2.1 L11 � T.O. P. 1.9 EX15T.10" SAN. 5EWER T. O.P. 1.9 INV. EL `O. i)7-' TOR L6 �o � � � N + 2. +2 6J AIR RELEASE VALVEEXIST B" WATER MAIN EXIST. ELECT. N BJ STA. 17+ 13 f CONDUIT +4 +4 �I I I 0 EXIST. W.M. Ca" EXIST 4" WATER 4 AEXIST. Co" WATEF, MAIN EXIST. Co" WATER 0 N FMAINS J II✓- — — MAIM -II 801 RlsS'T. P1 P6GT EST hl PE REST Dip t ' v a n ii EXIST. S"SAN. EXIST. 8" STORM SEWEFZ T.O.P. 2.2 1 � p � p �'W Co0'� rzesT. PI I= TO.P. 2.2 1 v SEWER INV. EL. 1,3t —2 n INV. EL. 1.7 �' �.J. �3 W� z3 wi ej 3:-2 2 L) �N o N n i N3 waw W3 W�3 �, F- �N 3 W �' N �' In N - }- H N - _ m {� ��� 01 �� ' ? -jr I �' N -7'� N 7 w�W '7� a_ al�� Q I Z -- 4 w z- �� — 4 J �} � �} � � A --I N + � N _ �+ a N _Q+Q� WN LoU _°° - Q - Q - Q -- X X Nto Q 4 Q zoo E3 -7 - N ,2 12+00 I -A4-00 14+00 15+00 164-00 SEE PLAN SH. C29 SEE PLAN SH. C 30 � I 5R.p; I F 19"111 P WATFR MSW :• vi f .0 +8 g 1. e uj ,` f Ca.`JFINi3H 7_9 Co. Ca Co.7 Ca . Co l GR,4[7E; FSC 157 GRADS -'i W M d z ' i I ..-_AIR RELEASE VA VE _ � STA. 19+71 AIR RELEASE VALVEEXIST B" WATER MAIN EXIST. ELECT. STA. 17+ 13 f CONDUIT +4 +4 I I EXIST. W.M. Ca" EXIST 4" WATER AEXIST. Co" WATEF, MAIN EXIST. Co" WATER FMAINS II✓- MAIM -II t v n ii EXIST. S"SAN. EXIST. 8" STORM SEWEFZ T.O.P. 2.2 1 TO.P. 2.2 v v SEWER INV. EL. 1,3t I n INV. EL. 1.7 �' �.J. ej + 2 2 T. O. P I -co 1. P0 Isom= TOP a(77 U O Pte. J � • zoo E3 -7 - N ,2 _ O 8►± RI=ST. PI PE T. OI PE teES'r. P1P>a 0 t0 { 7 ' + REST. PIPE I I M U) c) I W —2 L3-1 —2 7� ' (� V!- VJ O T3 �., in ,a W OI N I ^, w =I i ) —,r J —4 1 Z = Q+ dN 6-6 (V 17+00 18+00 19+00 204-00 21+00 J '22+00 AND PE 22�i2° D. I. !12"x2" Ms TAPPED TEE 12.11 ALL MJ P. 1. R>= `3T �� E R�S'� BE1�10 STA. 14 12" W . M. STd.. Idi-v-54. c�_ 12tt W.M, I2+tx811 MJ 0-I. P -EST. TEE STA, 2I+0 12" .M. SEE PLAN SH. C 30 SEE PLAN SH. C 31 SEE PLAN SH. C 32 549 L. 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(5ELOW) Ri 1 24" WHITE ` ►� 1 \� /� \ ��/ 1 RT- I A (A50VE) �' STOP BAR �✓ \ 1 yy R7-ZOI(BELOW) -tom (TY P.) — �1 f^ rA I'll FOR PAV'T, MARKINGS �- \ \ - S 1 R7-lA (AVE) �-' � / SEE DETAIL. SH. Nc.0 4 \ � \ R 7-201(BER2-1LOW) C �/ �A- i A -1\'A ols / - IA (ABOVE) E — - Ri-1A-! R-f-201fBEE.OW) �u IA (ABOVE) R'7- IA (ABOVE) J RZ-1 I � ,alp R'T-201(IBE LOW) RZ-ZOI (BELOW) ......_ 24".WHITE. �a\N STOP BAR 17YP.) 4' YELLOW LINE (TYP,) EXIST. DOCK MASTERBLDG ROADWAY TRAFFIC MARKING tTYP.> SEE DET, SH, NO. C-45 ` � 4" UNITE EDGE LINE (TYP.) A-1 l \ \ ____w11 '-" --R?- IA (AE3 VE) R?- IA(ABOVE) —�`� Pl. Nca.Ca FOR PAV.'T. MARKINGS Me- -I R7-201 UbEL.OW? A'T-201ObELOW} 5EE DETAIL SH. No. C-45�i- HANDICAP SPACE R2 -I ` \ A I 'Y- SEE DETAIL SN. 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FOR APPROVAL PRIOR TO CONSTRUCTION. xx z�i T A. :ry jr s 4c "y 3 �r F 3u..IN �+Ylkl c �I�o,�TING v616K V-AMPI C.JP,7All....5 IA 1 Ij NOTE: THESE DETAILS SHOW A CONCEPTUAL SCHEMATIC DESIGN. CONTRACTOR TO SUBMIT SHOP DG'S. FOR APPROVAL PRIOR TO CONSTRUCTION. r w,�,M SG t } . 1 .c. I`►�cx'�. ��} TtM�. FND49 Etz o � I41T- INTI:5.:T(TY�-) ZL W,FAC-rR. st�A F rzo r-� -L �.L- ELVA I a r-4 boAT P1eg i2i��y� ►��,� �X.� Sr �1L.L I..I�N�O(��'-���--"�Y'�J _I V O 6 I $3 4� LV7�-� rA TI'A�r� Goy ITr }}--1�? nor���T o� : 2 .fir L�GA71otil� IN OG�ANIl�, �H'�- A) N0. G- TH�u C-10. r-iH6,r--r4 Fir --F- 3G. �t-AP 3, CONT cTo� To-SLj5Hrr SHOP c�AL.�. oK I int �€ e A,! 5 TI? Abu SAM PRIOR TO WW57RucTI0N (�r-IhiD� �cf"IG. C} C-Ae'j ALumn--Um G4VSF- L -1f G7G�UP�I To er-, A5 MANu rAcjl 'gSD JbY REPRO PRODUCTS PL,Al-� I a BUY, U�4R1��. SEE �T�ZuGTu1ZA� �G ��►`- c T Groff To u5Mi OF. -Tr-2 '/�'y�,Uc ION Ar " `I 4 L P 0.0 215" AL UI,II�4UM GAp r i A�j�����D w STN DoT E Q l P G�AL.V NML.h . j ,1196 No. B 3202 FILE ARCH. 3-28 ; ®R■ fi tsvcir� ui LLJ CCQ Lu Z w () w LU J W f� ®R■ fi tsvcir� s�ati� 5. ..,W. LU f� to H O ®R■ fi tsvcir� s�ati� 5. ..,W. ®R■ Co ii COt-11 CA. CU F� 'ST IL_ NOTE: SEE M00119ED WNC . CLjRS (5LOT7D) DET�,11- SH. No. c-,�8, 1 11 1 W EN u Al N DA OCZ 95 , A GiLITTEE IJ �R, ZI! R- 3/411 APHALTIC CONC , supl=Aca -71 f 3�E5 _� 24., ' `'7. ' OF CL,Ip-a LIP 0I= CUF'E P-LOpF CSU T T ;,='R E'- O u : ,Ft_ oil T �'►�, t*e4 I T I did LL Z 4 4SARs -TYA o>- c LI t_ EES - iYFICAF,L CuR5 oR cupS AND Q.UTTEER RF-INF0RC1N DET I�_ AT CORNERS RF.TLJRN NO TRkNSITIONS NoT�:TRS1T1oN LENP-17H MPY6,PIES. SEE �_A D SIDE GIRADI�C-�. PLAN (CIVIL DEW I iN�1 S 2 *: 4 REE ARs �3 3 vA-',lF-- I I^ D - Z:) c_— i:—_ t- Y©Lj l lwQ;mI I S f STD, CUR1�� Q II 3 Q 11 2 �I/4,TYp.) I 11 (TY OF SL �T QTY P.) I/4 mExP. STI my P) X14- ExP, JT. Z 5 d F= Lx_%, (:p tT Y P. ) I, NOTA S; -- _. 501-01, "41x' EST 1-i �X'PAN S I dN J D I IN TS �. RAMP ALI ME.NT TO 8E QE7EF HIND 5Y THE ENGINEER INT FIIEL.D. NOTES: P I-- A N 2,ffcP, LOCATIONS SEE 1, -ALL 1,JOP-k SHALL _ COMPLY W17H C1 TY OF MIAMI STAN OARS) t,-AC1. 7 DWC-, lS, SPECIFICATIOJ MI5, 1 MAT F_QIAL, 5: 6�.C, 302-1 �: METHODS: Sac, 4 21 -ALL 4" AND (" TH ICIC S1OG1...1At.._K OHA4._t.._ EbF— �J 17H No io/ 10. (:n" BY Cv" GALS/, WIRE FABRIC SLOPE SHALL. BE A MAXIMUM OF 3. -SUB GRA0IE COMPACTECD TO 050/8 DENSITY AASHTO T-"J'J 1 IN I'a=!GHH OR FLAT?r=ig Wi-Ii~ta>. cUMP., 4, -F'OR CUQ15 AND CUP -5 $ GUT7�_=Q 42EI NI=c�2CING DETAIL. " 51 � !-IE,T�ARtES FROM �I' MISC. :55-65- 22.0 --FOR 13RY_-K, wA,LKw4: PTTvv2N ANo oSLs s�ND �cAp�N�i p1�.wIN�. 1 CO C T Wf-\L-hN 1�1, .Y .,....D t= T4$ I L �11)211 ASP�AI-TIC CQNCIZET SUR CE OR 1112114111�D�J%OOuRF 7WITH PL1+1 ASPHALTIC CON RI -TIER ►..1R C ASI4 �N� I.., - SECT S C�� I I » TYP ` To r�5 °% of kAP�RA70R%r NCor�DI To S I" coAc ® 21_011 /a op 212 — �T(:46 Y 511 L_IMEROCK BASE COMPACTED IN Two LAYERS To MIN. OF 95 'Vo OF MAX. DENSITY AS DETERMINED BY AASHO T -I80. ALL ROCK SHALL.: ASS B 1/1211 RINGf. CALCIUM AND MACINESIUM CARUNATE CoN- ELEVATION TENT NOT LESS THAN 15 /o E)Y SUB -GRADE COMPACTED TO — L G, sub. BASE COMPACTED TO WEI( HT A MIN, qE % OF MAXIMUM MIN. ':�15% OF MAX. DENSITY DENSITY AS DETERMINED gY AS DEI -ERMINED 13`( AASHO HANDICAP QAMp AASHO 7-99 T -18Q AND DRIVEWAY DETAIL ��� 1. COMPACTION DIFSIG�N CP-ITEkIA N oT. �, APPLIES 70 e0TH CuiS � FILLS. TYPICAL PAVEMEKT DET/ -VL 2,�o RLIMITS O�= PAVEMENT 5�E LAYOUTFLANS oN DR NGTS. 11,11 EXF, JT, I ITH ffILL-EF IAHENEVZER WLKWA1 OCCURS WL� tel�t.L ' A i'-9IG CCNC, �' 1-J1DTN TO MA -LCE EXIc�,T. BIKE FaA"I"I �f OR P� f` t � 1 N T R� ��.►I L �z�Ac� a F 1,f 517 co N c . PAV I-10 _i. I1�211 _B II ? °{,i 5LC>PTO eUIT" 1' ;� �; 1 E. 'tea 5IJ15Gi-�ADE. PSA 4,I COMPA_ATF_D LIME RC)r_1<. BAC E (all Q411 SU -St- --- ---- U P TO JCS c/c:� A�, P ;' ?W A /-\S H 1-0 T-1 0 NOTE VALLEY UTTER SHA1_,.�.._iIB CDNSTRUCTf 4501D IN ' t�Io`r E : sE� MAX �-"E(W17H 1/8 o II r FEN EXPANSlokI JT. l� N FAc-,H S ETIoN �A1Jp ��TION JT- AT 101 R E L.. O CAT E D BIKE PATH S E C.T. D E TA I �._. IN I PLs - N.T.S. CONCRETE Vk_LE TTF_PZ D AaIL HINCIE (I REQ1D. cy 1 If�1.1' �I�ER �+—ASS (RADIUS y 21-511) L.itNR1- I/rill{ ROD BENDED TLD .._ SUI7i SLD D i �95 A.L . DR.uI~ I m — - i _ Cowc . SL.4,25 All.. AROUND CURS m :1�4 RFEbAR BII I 4i' 311 CURS I �.� (Z,ALV . W I ISE C HGTH � F + M5- SEE i7,THIS SH. 11f��TrI -1/411tT(P• ) _ S. S t Egip,) W r= L DED TO Q 71- I/nl1 1 , (7f(P ) 4���-(Rf� VAL-LEY gUiJER _— _.... _..._._. _ . 2�..1 ` IL _........._ __ R cIN� DETAIL6 OIL-SUMF OIL-SUMDETAIL A IIM I lu.l I N.T. s. N.T. SI W1 IH -a1 �,tII - . ><a WWM I ALL ARo D qA�L. DRUM- CUT 077 ��' TCS SUIT Dls-IE Slot-iS .... __ _ 3/ ¢11TH . 7! oR II,�. eS5 CO oTAINER DiM SI NS T SU 7" ONDI7I NS ------CONCRETE Ok - SU W17H CI+xci1- is 10 WWM �IoT�s: 1, CONTRACTOR 70 SU bM i T SHOW D�'SR PRIOR TO CONSTRUCTION, 41 2,j=0P, LOC471 hSS�EE LAND 1 u� ALL I=RAME CNI��RS 8 LEIN, R I TO SSE 1,- E.LD �- 3/8j1 S.S. IMOD (TYP �j FE ,'bR " ilk I RZILiS TO SUI T I I � QkL_V, W IRE CLOTH -1 f OPENINq >4 0 , or 0 WIRE E ED To ALU. WIRE CLOTH 4j FRAi F DETAI LS 1 "I IT, S I Il��bi'i".•1 A,Y.M1C4ti�\NF°1i�I" z ;0 e� V.UJI I W .A � I LU w a y S»a'15.ar . z ;0 e� V.UJI I W .A � I LU w a e� V.UJI I .A � I LU G" # 21 -Olt PRE o� �7�,PAt`1�1UN JOINTS W4E;2e ABUTTNC-) OQ WITH1ice! COJt C - PA`!R�TD F -6M E ACflV� �'- Iz Ii19 AICCF--P L•U M I NU M FL A C:i PO L E NC4� 4-._ , _._ ., _,..... ..,.- 1i0o v eT o. A 7`v Pt_AN P:7C2 L.00A,T' N17�I�'FN[iLNT �DaF= < I � - � }1211 X 2 I/2';I i �� A��KOVCD 1 � ,. (-/ II ("f`i�• �u�o Po5T 4_, GIi,. GAL\/, rSTS7=L - � �u o CoO" PARKING STALL DETAIL 44 �i1 a � � II A25 WHITS r�INT50 I VAL.LEUTTEEK WH5W�V5I? 7 -HIS F�NI N �Ao acC, U l (� SAN p -- P v T 1 KI�� 4 j , a a d IT. MAK G E 6 C,11al PiP�_: Q CONN, _ \/AWf c' -o" 5T'o. •r., 12_0„ NAN©IGAP- q I 111 I TO Ut 41315T'JQBF_TD .�,.... y tl a .... -- ----- rL - a S' TIS fop �Y�) �R'p.=����1 -�-� y 'T . C . ' s Zj 40 rte. NOT � d QCT SL V .41, WIQE WHI75 919, T 6�7OU7 A5 PER C1N of � e d Itil �� !.A•� - M3AMI Ce-P'T OF O� AV M�N� *3 Tis : I2' o,C, -. s 3 t9 L �, po . MI`�I� ► PL}13L I c wo�zk n • � [71�T1Q�ifJ • 5'T'Q. i�i�)-----�--� �, _aII SEWTTI NG Y t _..,._.. FLAG PO L� rf,. _ �O° PARKING eTAI._.1.._ DETAIL.-. wSL.0 TO -S K -� -- -5/4 " 2cn©��� op P �2 c�-l�D G�20 - l�-lAL ST PIN •K 411 W105WIP5 ISIHITr rt INTED (N.TS-� e- L f n � r i/A i , r _I I-TTGf2 F LAG , IDE TA I L GOUT 1-40L.F_5 :514" DIA M 3 2- �4 45PHA�� 00161 • F_D DoW EwW �, hL�TE ; WHEEL STOP SHALL t44-VZFt�oNGITuT�iNpl >zEl t�i�O�C I I\iCs 2 - �, G I�LVANI ZED Hit TP:Ti �.. I. v u Wi \0 2,_0n PAvIF,MEN-F T A% IC MA�ZD-V,1NCS. DIRECTtCt-1 OP TRAFFIC, DIRECTION OP TRAFPIC- all W KITE DIRECT'IOt�I ©F TRAFE= IG Ck4ANNELIZING LINE fNT:`�•> �IC I ` L_l> 4i L✓)N� � R k c Q L } f w ® M N 0 Z Q J uj z _j J fJ7 uj Q PIAT o LU LIJ ® Fti N, '1 MCUNT'tl�C LU �t T. 6 W I T Co x (per W. W, M WASTS �4a 51ZI= To �s-�- Nl ATC H M F G I2- . � �-� O P [� W � • — 1 '• 0 r� I {N 1NC FOUI-4TA.IN DETAIL N T �- PRE o� �7�,PAt`1�1UN JOINTS W4E;2e ABUTTNC-) OQ WITH1ice! COJt C - PA`!R�TD F -6M E ACflV� �'- Iz Ii19 AICCF--P L•U M I NU M FL A C:i PO L E NC4� 4-._ , _._ ., _,..... ..,.- 1i0o v eT o. A 7`v Pt_AN P:7C2 L.00A,T' N17�I�'FN[iLNT �DaF= < I � - � }1211 X 2 I/2';I i �� A��KOVCD 1 � ,. (-/ II ("f`i�• �u�o Po5T 4_, GIi,. GAL\/, rSTS7=L - � �u o CoO" PARKING STALL DETAIL 44 �i1 a � � II A25 WHITS r�INT50 I VAL.LEUTTEEK WH5W�V5I? 7 -HIS F�NI N �Ao acC, U l (� SAN p -- P v T 1 KI�� 4 j , a a d IT. MAK G E 6 C,11al PiP�_: Q CONN, _ \/AWf c' -o" 5T'o. •r., 12_0„ NAN©IGAP- q I 111 I TO Ut 41315T'JQBF_TD .�,.... y tl a .... -- ----- rL - a S' TIS fop �Y�) �R'p.=����1 -�-� y 'T . C . ' s Zj 40 rte. NOT � d QCT SL V .41, WIQE WHI75 919, T 6�7OU7 A5 PER C1N of � e d Itil �� !.A•� - M3AMI Ce-P'T OF O� AV M�N� *3 Tis : I2' o,C, -. s 3 t9 L �, po . MI`�I� ► PL}13L I c wo�zk n • � [71�T1Q�ifJ • 5'T'Q. i�i�)-----�--� �, _aII SEWTTI NG Y t _..,._.. FLAG PO L� rf,. _ �O° PARKING eTAI._.1.._ DETAIL.-. wSL.0 TO -S K -� -- -5/4 " 2cn©��� op P �2 c�-l�D G�20 - l�-lAL ST PIN •K 411 W105WIP5 ISIHITr rt INTED (N.TS-� e- L f n � r i/A i , r _I I-TTGf2 F LAG , IDE TA I L GOUT 1-40L.F_5 :514" DIA M 3 2- �4 45PHA�� 00161 • F_D DoW EwW �, hL�TE ; WHEEL STOP SHALL t44-VZFt�oNGITuT�iNpl >zEl t�i�O�C I I\iCs 2 - �, G I�LVANI ZED Hit TP:Ti �.. I. v u Wi \0 2,_0n PAvIF,MEN-F T A% IC MA�ZD-V,1NCS. DIRECTtCt-1 OP TRAFFIC, DIRECTION OP TRAFPIC- all W KITE DIRECT'IOt�I ©F TRAFE= IG Ck4ANNELIZING LINE fNT:`�•> �IC I ` L_l> 4i L✓)N� � R k c Q L } f w ® M N 0 Z Q J uj z _j J fJ7 uj Q } f ®_ fJ7 Q o LU LIJ ® ccti LU �t a 0 } f LLI Q o LU ® LU �t F y (TYPE F'-3 C,4-rCH PDA�1Ncz ) 4' M AX Ilk `� \ 4 MAX. �� .,. Z —. I9" MIN TO INV. 1" \ OF PIPE 6, MIN,- L,5AKIDBAG5 OF PLAN N \ SOIL -CEMENT ICO" DIA. TYPICAL. PRE.NCH DRAIN PROFILE 81. SY �' y, I" HOLE. FOR 3/4 xCo ANCHOR DOLT %z f �/4 t� u u PLAN (N Tom•) o 3/A" 2%,I RN .'° i/I,4 OR S" BRICK SECTION I B Tall in lCp„ Ip 2 777 At SECTION z (NTS TYPE I'D" CATCH EASIN FRAME CoyF=R DF -TAIL_ REPRO PRODUCTS 4 AT 12" B.A. NOTES: I.- Iff5RICK MA50►JR< TO BE PLASTERED INSIDE OU751DE WITH t/2" MORTAR. '2.- 150TTOM 5HA L.L. BE 3000 R5,1. CON C . WITH 1(7o"0 I --I O LE IM G ENi'F_ Fes' " 3.- CATCH BAIN WALLS TO 5E 5AT"ERED ON TWO 51UE ONLY (A5 5N40WN ) TYPE "D CATCH BA51 N f (TYPE P- 3 CATCH e)ASIN j WHERa GURi3 C)NL< EEY05T, WAP -PED 5EGTIONI OF GUTTER TO BE CONSTRUCTED AS SHOWN! 1112'" NATURAL GROLJ1 Qc) a� VA N, i A %z f �/4 t� u u PLAN (N Tom•) o 3/A" 2%,I RN .'° i/I,4 OR S" BRICK SECTION I B Tall in lCp„ Ip 2 777 At SECTION z (NTS TYPE I'D" CATCH EASIN FRAME CoyF=R DF -TAIL_ REPRO PRODUCTS 4 AT 12" B.A. NOTES: I.- Iff5RICK MA50►JR< TO BE PLASTERED INSIDE OU751DE WITH t/2" MORTAR. '2.- 150TTOM 5HA L.L. BE 3000 R5,1. CON C . WITH 1(7o"0 I --I O LE IM G ENi'F_ Fes' " 3.- CATCH BAIN WALLS TO 5E 5AT"ERED ON TWO 51UE ONLY (A5 5N40WN ) TYPE "D CATCH BA51 N f (TYPE P- 3 CATCH e)ASIN j WHERa GURi3 C)NL< EEY05T, WAP -PED 5EGTIONI OF GUTTER TO BE CONSTRUCTED AS SHOWN! 1112'" NATURAL GROLJ1 Qc) t 1 " VA A o • CI? OUTLET PIPE , 150TTOM SHAT W 4 MIL -POLYVINYL VAPOR tj z F `" 23/2C� F�.'.I. GONG. w BARRIER Lm PC N � ° E IN Hut - a N M° PEA ROCK t9 a 1" TO 2" WASHED ,. c.. r. ra f. -zsIIII 4 AT 12" E . ROCK � r, r, ;."c Z' NOTES L) r.�' . 42"M1h�. GIVER I .-- FILL E5ETWEF.N RIPS WITH I.2 GEMENT MORTAR. GCo" AN.iU 1�IN1�5k4 'bLJRFAGE iN ACCOP-MANGE WI -71,4 CITY MAX. COVER TAt`lp�R' D SPf C'�> FOP- CEME-NT '511DEWAL.12--:5. 2.- 1-JPER.E CUR& CONI -Y EX1-5T`5 WARPED `�)ECT1C . c � OF GUTTER TO 13E CC�r.1�TR1.1CTF.D A� --3Hc'�7t�-lr•a. rCl der P`` PERFORATED ALUMINUM PIPE: 3.- PLATE `1'O E'F SET TO C.0114F-ORM WITH '�BLDPF D o " �' SIZE GAUGE AT 51OF-WAL-14 OR Ar..� DIRECTED P5Y THE CP" (E7IA.1 EN�GINIEER MINS, ° � e7 o MIN. 4.- GROUT TO DE USED FOR LEVELING WNF_r-1 n n r 14 5.- CATCH 8Ar-;lIN1 MALLS TO P E B" BRICK ML o.,�Lr *-J[�'J" a ,, 30" 14 OR roll - ° Q �,Qr 360 14 �, (3RIG1� MAIaDPJRY TO �,E PLaA�i E 1 Ct INSIDE G 4 ��°use a a °o oUT51QE WIT�/'a" MOI' 1,�R on coo VARIES ''H �...) ECT `0 N 3 NOTES; 1.- 42" MIN. CO\/ER OVER PIPEOTI-IEUNLESS I� TOM 2;1 '/4r��` ,�-r;/q� 2.- I~3 -rOF RENGH TO PEN XGAVATE©' ;,� J�..._ . To A MIN. ELEV. OP 0,00, CITY OF i-11AHI � DATUM. WA -s2> F-0 RocK TO EXTEND A MINI - OF 24" 12 -)EI -OW INVj-RT OF PIPE . i TYPICAL FRENCH DDRAINI/2"R DRAIN CROISIS `D-ECT1CaN I" 5ECTIONI ;r 1 tti COVER PLIO-E -i 5ECTION FACE OP CURB'""� 23'/z" I-IOLE F©R PIPJ=. W 4 REAR I2" O. C H t7L E.W. - w c0rJC.. IG HOLE N a V 5E.CTION 4 PLAN (Ty FE F- ) CATCH 5AC-)IN) 2211 7 Ye" SECTION A t 1 " A o • CI? W tj t 1 " o CI? W tj uj w Lu Lm PC a - a -zsIIII t 1 " tj uj Lu Lm PC FIELD CAST CONCReTE IN I SECTIOIN N.T.S. F-)oST. RETAINING WALL ,--61) FIRE WATER JT,- PILE CAP —CONC. PILE L --EXIST. CONC. CAP EXIST. SHEET PILE 0 -1 1 -, 2- AI - SEE VALLEY GUTTER AND CURB&6IJI-rTER SLOTTED I roll 11-611 j? 11 DRAIN DETAIL-S,SHF-E -611 FIRE WATEF FIELD CAST CONCRETE WALKWAY PIER C,il FIRE WATER I" DOMESTIC WATER A .1. . 1V EXP. T. FOR PIPE 5UPPORT SEE 5H. No. C-50 PILEc AP --%--CONC. PILE n a EXIST. TIE ROD CONC. THRUST BLOCK EX IS T. SHEET PILE 1 II 45 45 SECTION N.T. S. NOTE -. POP- PIPING DETAILS 5EE SHEET C-50 TYPE "D" CATCH BASIN FCONC. THRUST BLOCK �1— 05 5,W.(7YP.) L81' FIRE WATER SECTION45. N. T. S. fiiiYtrliil .44 0 pill: 11, REPRO PRODUCTS 21121 OPE14ING FINISH OR EXIST. GRADE L CROSS - SECTION FINISH OR ExiST. GRADE - A- 77 ONE# 4 T-& B. 4 0 24'" O.C. (HORIZ-) (V r= R To) ELEVATION MODI F1 FD CONC. CURB (SLOTTED) DETAI SYMMETRICAL ABOUT LI' -Ott SECTION A -A SCALE'. 3/411, 1`'-0i1 EXPANDED VVIMF- MESH(7YF.)'3EE NOTE BELOW, TED (TY P) I'!" DIA. PE R�:01,ATF-D CORRUGATED MF -T/ -\L PIPE, -TED DRAIN �PROVIPE EX -' WIRE MESH EEL GUARD.(FACT- .CTtOW WELDED I TO GRA7 ING) RETAINING WALL TO REMAIN ,-.-\NALKWAY AND STEPS (REMOVE & REPLACE) ,EXIST. SEAWALL. TO REMAIN L. 0.0 LE X I STWALE uj Z _j cc uj LLJ 0 CC Z < LLJ J Z LLI cb . . . . . . . . . . r . . . . . . . . . . E , Vi4R,lABLE 17- • 3 O GUARD POSTS TO BE FIRE HYDRANT 4D11A,X 5.0 PLIR.IED %tai ua ) CONC. FILLED t -. _..: �wM CV > ¢ e Q 0 N _ 31.21€ 1 � X11 � � � m I MATCH E X 15T. I , N o ,q " MINIMUM CC�MG� X 4 GOfJG. SLAB 5 SIV pAVM T. '�" (SEE NOTE I) MATCH EXIST P VM'T. MIN 5`�RE1�lGTHUF 2,�aC�O �?S.I. 1 �� � .•.T I _ M '�, �cn TYP. ' ANS }.'; ►`> y, ; P �, OI25) - a -1 P00 V ;. Na•2 C.I, a � !p "v t1s � .e; d', v, •.°:,v '_oC �. ----. �� > . ►' f •, I k CON G. ALL. AROUND s j t'*.`► y,"" `'syr 6' r x.y VALVE LEj�. �.i' CjEf • r� . 0 '. s - 1 LID-��` G D- 0zMlN, Qo- 3 (WATER)C.k VALVE _ _ �>. r �..--.__-_ _ -_ r, W 00�C AND LID (SEE NOTE.) • CLASS 50 :ti 121'x61E AND/olzlGI,x - (LENGTVAPIEs)' ° to"C.I, RI5ER PIPE (CLA55 SO M� D.1. �. �E� �in IS"X 1S" CONIC. THRU6T U -(LENGTH VARIES) 1 ' BLOCK TO LINDI 5TJRBED m \ ,, /,t •rF, � f GROUND �- i C. .GATE N/AL E (CLAeS 50) , fr b 1 _Co 0.1 P1 PE -, 2 3I4 €' ____...___ .... � �--� _ � —Co" G .I I. VA V E i M . p : r . CC�hlGRET� ANC:HD25 AT v .: _ _ _ _...__. _ �_ �; �% CONCRETE ANCHOP_e A'T TIE RODS `� �"Q.I. PIPE 1 1PP�LE _ __ _ ___... . pLUr5 IN T G1�5 CC20 5�S a b ! 4 °, 2 2 I/� ATAI_L_ 5 ELEVATION W_7ARDLE5e) T'�NDS OF /M�'b'..1�/�''j ' A � '' � D y�° 11114. c' 5EI��. CS�•yFJOIN I -�•�• A - NOTES GONOPP-TrE ANC'HOP AT kNE ------ ;I: ,: - FIN. GR. , I' lov I � � ►` ;. PIPE 0:D. + ONE FT. + MIN, r } To uND15TL1R13ED SOIL CONIC. THRUST BE_OCk BEARINGS ON UNDI57_UR1 ED SOIL.,- OP TRENCH WALL IN SQ. FEES` AT 100 PS I INTE RNIAL: PR IE 15UR E PIPE SIZE DEAD I-10RIZ. BEND 9QO 46- 2Z/,; I I `4f uj END err 2 5 I.5 I I I1 4 5 2) 1.5 1 12" 7 10 Co 3 2 12 17 IO 5 `� 411 DIA .GAI_V aTE C -L CUAQDl� P051,15 1. LIGE No -5 C.l, VALVE BOX 1N ALL MAIN LINE VAL\/E5, FILLED WITH CONCRETE I 2. UeE lJc- 2 C. I , VALVE �Q Co€r C,I . RA 5 ((CL POI . FIDE H`(DRAN7`5 I E LINE. SEPVIICSE> A��®� - 211 M,AIN5 IN► EASMEN7d5 F j/^ (�)IIW. PIP> �� coNC. sLA1�. •> i TYPICAL GATE VALVA DETAIL G e I3 �a'( Id17A TrZ I1 I �i - - h> Ga�T �AL�T Ah>` G cox a blip � G po GU x,614 VALVI,, AW WA STD. t I-ISIzS M eL 06 ofz NOTES: 3' p" DZOOKh pplopuC ; INC,10W-411&0 A2ROVS0 9CUAL. �,1 FLANGED CHECK OI AMOVEP EQUAL . I ___ 121 osl,n, , = /� i�A1..1{�. c.�.ol.� 1=-205z, I. ABaVE WATER MAIN --,. 1 l L15T 11 a 1�P1 t�Y> r� k�EARING AREAS ARE PA I D ON AN ALL�4.JA131�1= SOIL- BEAPING E TCS Ccs' MAX, ' 6I I'LANCaan4C>u4��.lrl( EQUAL PRESSURE. OF 2000 L51S/SC� FT AND MAY ESE VARIED B`( THE ENGINEER IF OTHER � SOIL CONDITIONS ARE aNJCOLffQTERED IN THE FIELD, i i 91 �O A117P' 13L ?U " (1F LOGAT. PERMITS? 'IY E � � t� p 6e?UAL. 8 M.J. GATE 2.- PLASTIC SHEET To 8E USED 6ETWEEN PLUGS I30L.T5 OR HUBS. Cor..IGRE-rE II �j1€ M �" M:J. GATS VAI..VI. p �f� HALVE AND 12 K ALI� J X `� I i VALVE. IZC.�X ANCHORS ARE F2EQL.1lREC7 or•,ITAPPII�IG 5L>✓EVtS WPERE THE BRANICH IS PL..AN�' ECD uAL. TO SIZE OF- PUN. COWCRETE SHALL S _ AT LEAST EQUAL TO '�� T1-�05E TABULATED 1N THE �TABL.E. - - - _ NOTF-S : ' 2 I,- CONCRETE SLAB MAY BE ELIMINATED IN AREAS I�JHERE I SIDEWALK 15 INSTALLED PRIOR TO FINAL. ACCEPTANCE - COMCRETE THRUST BLOCK OF THE HYDRAP 1T. � (2��/ �lo�=MnIPPq 2.- HYDRANT TO BE I�#O MORE THAN SI PROM A GE_EAR IaALV � 20P�. Ch�� n�TA1L h1✓IT ) �- — -- DRIVIKIG SURFACE.�€t � r�t0€t 411 -- 2 GOIZhoIZATloN Top . LL.� - TYPICAL. FIRE HYDRANT 1W6TAL-L.ATION M U fzG�. 14 FOR BAISE. RESTORA•T 10 ,J REFER To SPECIFICATIONS TACV, COAT ALL PLAN 4,- Q11 5UR1=AC E,5 EDGES � I" ASPHALT 1G CONIC. _._ ..... _ _.._._._ ...(_�.._ __--_ _:..__...___.......... ..... Ni l A,1, _ I 1 11 .. 1� 11 1 I I q -d 411 . X 4 -O PMGAhr UA6�T v p e0 Doc,1-6 , w - 200 cio r:C I15T. BASS 12!1 _ 12" - 5 3/'' - faALV,AM� ANIS TIZA�FIG MIN, (N.-r.h.) G0V5Z WITU MIAMI-PAU �' ��'f�GTf G�4�GK VALVA 2 tt( r +c 2 K 3 T V2 M K 1� ii` 'APIN COMPACTED - x2x€�, bI�/ INZ�Pr INCFI L-L.F� P w_,_._...___.. -s_ N '�c- 3v� /S M_p hiAhAh-Ai71N��1 It , r E - Kol ... .. � �12xZx . ,.,,,.....•- :.:•..;, {4{ >. �0I I 4 (INCLUDES "704)', �i >'1.ANGI�i� (.h.IN r!2 i € I2 I � d b I 4 i 41 1 €t l , I€ iS _T All' Co 3�% 4 1 -ala 4 I 1C n u� �ARh TOPi' MAX. MAX, -�_ 2 GD�1? h�'�P 2 6jA`fE 130TTG'1`� EYP 1 VALVA• GAS � y .I 11 [iPPRWED�;f GONG. hLAP� ALL 8 GI -4> GK SEE DETAIL A t :<� A�oUNP. VALVr MATEM�IL PLAN �4 rA.c� ti f2'iX 121I x/3g`I M-7 WMA-arAtD �EADIhG LIDPAVEMENT"RE�TDRATION TYP Over �' I N ®t/_ .�� . • � -4� `fi , � • • o ;t, , •®,E, ,: 2 STET �L•L (N.'(�� ,, C�A�V- 1=iZAM11 ANiJ GOV�•h W}1�t / � � ��• i R,25;4423I8x 2.133/4 MKa ' rl M1,laNll-pADS WAhAP '(YPa HtNG-iVP � . • ;z`?` F l t� !, I LiNLE.5� CDTHEERW1�� SPECIFI�.p ALL C E O �.b .e,D p a TY pt2.IVaWAYS SHALL. P.5E RE.PLACE.D WITH TYPE � RAVM)T ..��.. �.. � (LOCC)PAC ;GOfJ,�b o •� +t '�+s 2x2x1/4x2-2 3/4 MKbI, �ar�G: ��p I I2 41 ZQ), (/oxo lI I Al.t, AIZ�n�Nn _ __ -- MK C 1 ====- �t I/2 �� ;,!,Pa_ YP t r. I MIN 310 >< t: •. ���Y >i TY p ` 1 �-��� , S D.I.P. i �_ v -� -��- ray W1�1'� IZ t�IA 1 t•I SEE OETA1 2 \ "tew Igtol �I w �° I r€rl eta) �, ►- GATE VAL1�E .4 A tf t/4 I/z.� BAR x l -21dp r 1 �- I NOTES: 9Op PLAIN @ l2 G G I x 14"FLAT x ' TO o f 6A. W �(— / 2 MAIN E1�f30W A MI✓TE� (ICY MIAMI-pAp� I. 2 UNITS MAKE ONE COVER, fA '��%G1!, ' 0'4 1/6 M K o l I A-r� a � 1" 1/4"FLAT l, AM i B E id T } WLl fa p AN � W �N r K I/4 FE.AT x 0- 4- A f fz TY i 9/� . t/4 MK41 (BENT) y4 2. THE ENTIRE UNIT MUST BE _ HOT -DIPPED GALVANIZED. SECTION 2' Mir 90w L 3/ts DETAIL '!A G1 3 Ib bI � U 1j TYPICAL METER INSTALLATION DIwTWIm A ` 3/B 90e, AL - DOMESTIC WATER METER VAULT COVER DETAIL (N.T.15 �� �� M�TF_R. , VAUL7 GOV�.� pETAIL� (42 x60 VAULT JOB Na. B 3202 FILE ARCH. '3-28 REPRO PRODUCTS 0 . Ij uj z z c s �1! 0 . 0 Ia,J s �1! e h�hf czi I ! s �1! . . .. .'. , . :. „ .. .. . : A 'H T= � L E. . , , ,:, , ..:. ,,; W TYPICAL YANIZED ASHER . ' . ,. , : ,, .. . . ... : :.. t. :'..:. .. .. .', .., ., f.... .: , 1,. , .. ".:.' , , n: , .. .: 1'.. ,'. ,. . .. r ...' '..':.... . ... '. „ ..'. .. 1 , .. ., ..' ;. MICA JDIN. L N , M.J. 8 .. "- ;' ;. lVo 3 C.1.'V r. . . . O. {{ j . :. ,': 1 .' „ ." , ,: ,. :.... , , xI 4 NG PMEHT ....,. , ;, , v R . . , ., . .. . „. \ .�♦. ;,. ,: .. ,: , : r , , ':.. �,. i. ,. a , ,'. , I 6'' ?o 0' . r. A A R LL ROUND �a cONC EiE :. ., .'. .. '. '. :'' '. .. .', .' :' ''.. ,i' .: ,. . : H CQ NCRE TE ' SLA i ' , i( s:' i r �� P• r , R STRAINS D JOWT , E . :,:. R IR AS EQU ED _ ! P TE 8 CENTER F+� U1 , . .. ,.. r , „ • AIN TEL t ST LES5 S E 1. O . ,.. :. ,' , . .. , ,... • : x .' . .: ..: ..... . ". , r' : .. i l .!. ftfSEit • ., , „ : , .. .. , : , . s (LENGTH VARI "' ,, , : ,. . . ... IPP W MPACT .: EL CO ED .... , , L . ..... . .. , LAND 9OLi'S G A vANI L T tE RODS . E TEi�N SF�AFT':TO TQP . ,.,.. .. , " 8A CKF1 , SEE ` 8lE ) B F :VALVE` BO X , , ". .: . � w . .,. , . . ,. 4 5 aT l N PR AR N 0OtJC 5 , ST 0 L , . ! .. . . . , .: :':. , , , . „ , . ; R APPRn D A .. ou L Pl R f�0. A YE E GU , , �r , , . ,.. . .. ;: ; , :. : : Y N L ., . „' :... :: „'.. ., ..:..; : . .. ; , , . , ;, " AT !OO P. .I. PRESSURE S P R , ,'AT. 150: RESSU E P.S.I. . ' — - F R B TURN D MINIMUM CONCRETE ANCF40R5 0 ENDS . E , ,. :. ,, _.. . , , „ ' , .YAR ' I ' P '! A TI I U6IC . DS `' :AT '' 00 S WN. U NTi. ES N C ..' . .... , , , :. T R PR SSU R N E N E E ,, , .. ,... ,".: � PIP R 01� No 0 P1P R 0© No.O :,. . . .': . ,: PIP ', I E SZE a 45 @ N ED 0 22 B ND ... ;;,...... E , 0 I V '. B NO aE .. :,', ; :, '' � ::�. ,., , . , SIZ 0 IA T }� FtOaS S1Z ISM T RODS .: ° , ". „ . . .. ,: , . 0 �: ., a: a2 . . . .: . . .. 'AB , .. .. .' 8 ,. 3 / 4: 2. ,. . 4 ; WAT MAIN ER ,. „ . , „ , :: „. , , , . . ,. ' . . . .. 8 1' ,. 4 1.3 ., 3 O .7 , l 3/ 2 4 a IC 3 4 4 1 , : : 1 6'. 4 .2 23 , , 1. , �, ". Z a 3/ 4 i6 �� 4 , 0 0 , , : .: 4 ,. r , .... . . , 4 1 0< 20 9 o e . „ .: . �} /', n . ..,, :, �. '1 ., . , . otiau�rTT�S AF.E GIVII� FO? CONCRE.T1r .. , ,': , �,.:.''' , , t . _- . . --� T= � L E. ( ! E' (!i I. . ., . i. . , , " Z � o E. ( ! E' .' . I� .. W, '. "- t . O. {{ j m ®f . ,., nF�nv rnvwv•r,:. , „ .: �,'w' .. :'.. .. , : '.,. .: ,'.. ,. �. .",. : '.": .. is ':: n .. .. ." :. ,: n '. Y r'. t ., .. .'.. ,; .. ., , .. . e t PRECAST VAULT AND TRAFFIC COVER FOR 2" WATER METER. SEE DETAILS SH.0-46 2" SCH. 80 PVC BALL VALVE. (TRU - UNION) -12"D.1.R WATER MAIN ?_"PVC SCH. 60 PIPE 1211ZMJD.I. (DOMESTIC WATER) TAPPED TEE 2n PV.C, SCH,60 UN ION (FPTx FPT)- 2"P,VC. SCH. 80 MALE ADAPTER. SLI Px MALE PIPE THREAD. 2"GALV. STEEL PIPE (BY MIAMI- DADE WASA) — - PLAN TYPICAL 2"WATER METER CONNECTION SCALE; 11 1`— 0" CONCRETE THRUST BLOCK -� (12"x 36") UNDISTURBED GROUND ---/ 6"BELL AND PLAIN END RESTRAINED 45- BEND, ACIPCO D, I. FLEX -RING JOINT OR APPROVED EQUAL 6"BELLAND BELL END RESTRAINED 450 BEND ACIPCO D.1,FLEX-RINGJOINT OR APPROVED EQUAL--, SEE THRUST BLOCK DETAIL SH, C-47, 2" PVC, SCH. 80 PIPE (DOMESTIC WA1 2 ` - 0" �- 2" P.V.0 SCH. 80 UNION(FPTx FPT) 2" GALV. STEEL PIPE (BY MIAMI--DADE WASA) FIELD CAST CONCRETE e ,t •:�-1,. - Vii . "°''1 �l�.wl.�. {__...a. �1 Ca � ' �yy ' ` I.t _ lit''J co « 4 Q a_ ND REDUCING ® cr 'PROVED EQUAL Q a- c% FLEX VICTAULIC :D EQUAL ENGTH, ANSI PIPE �t SECTI ON (SEE SHEETS C-11 THRU C-16) TYPICAL FIRE LINE INSTALLATION SCALE: :5'= I `-0` ___j 6"SEAMLESS EXTRA -STRENGTH, ANSI 836.10 SCH. 86 STEEL PI PE. -- 6" VICTAULIC COUPLINGS 20`-d CENTER TO CENTER(MAX.)RANDOM LENGTHS FIELD CAST CONCRETE ADJUSTABLE PIPE ROLL STAND I 6" FIGURE 161 FEE 8 MASON APPROVED EbUAL. j } 6"No,60 GALV,VICTAULIC CAP OR 6"GALV., STYLE07ZERO-FLEX G APPROVED EQUAL. COUPLING OR APPROVED EQUAL r n TYP. DETAIL_ 6"FIRE LINE a CAP AT EN® OF PIER SCALE F= 0-- On REPRO PRODUCTS r ;T SLAB (TYP) mom pow x6x2V� REDUCING 0 -TEES, (BRANCH TO U FIRE HOSE CABINETS) 80'-0" O.C. SEE SHEETS j C-5 AND C-50 ull LII —. Id c w ---_._...._.... f2` 0 C (MAX,) -°� 1PJUSTABLE PIPE ROLL STAND E '-6"x6'x2%2GALV.,GROOVED 5 FIGURE 161, FEE a MASON OF CONTINUE 12 O.C. SPACING FOR ROLL STANDS--/ END REDUCING TEE, APPROVED EQUAL - --- ----- - VICTAULIC No 25 OR o"GALV., STYLE 07 ZERO -FLEX VICTAULIC APPROVED EQUAL COUPLING OR APPROVED EQUAL(TYPICAL ALL 6" VICTAULIC COUPLINGS) PRECAST8" T_Y_R �� 12 J� ^C 8" �tt� [ Ant-rl .___.__.. rvn CA Airti l FIELD CAST CONCRETE ADJUSTABLE PIPE ROLL STAND I 6" FIGURE 161 FEE 8 MASON APPROVED EbUAL. j } 6"No,60 GALV,VICTAULIC CAP OR 6"GALV., STYLE07ZERO-FLEX G APPROVED EQUAL. COUPLING OR APPROVED EQUAL r n TYP. DETAIL_ 6"FIRE LINE a CAP AT EN® OF PIER SCALE F= 0-- On REPRO PRODUCTS r mom pow 0 U CL ull LII c w a 0 z r mom pow CL ull mi w Jvv '4�., v �G C TINT WALL W' 0 (Og 5p I I F-LECT.COND'S, I t� 0000000 1 !!! �LEC�'. COND. T1 w W l00000 to © I I u 5!"I?.'' I-LECT. COND'S. IL 2w 3 W >3 Cyd P1�Pi 41 �!► . PIER.L6 9f PIFK II`CII ,T� ECT- }11 ELEC GOND. .0 IEK k1Cn INHL-friWti I_ i s W�O I I '.�' ' "` W�' Lkt!/Vt.\A LL2(L— -_ I `` Ir ' I ucn _ Iz Ilio >-,,, zW , � . (1) 0 1 I-� , �z ti ZW Z I obi QV I dz I Luz I o4� t �j Z�I ! 0 lL] _ �j CCW $, 11/2IIFLrCT• CONDIS. Q !1 Z, 1 4 1/ It I L EGT coN p s ( o 3 W I III j II .To f 1511/2 ELECT. COND , GO �- 214 Dom s`rIc WATER 1 W 1 211 VACUUM SEWAI -7 C -IE -z 2� I ilk° ELEGT. CONK'S: 'E 111 ELECT, COSI D I S. 11 LEC RICA (a1 00000 a� GOND S, CON D'S.SHOWN u 0 0 0 0 0 t s� 1N SECTION - ic 69 L 57211 ELECT. CONDIS, ELS<G T . Puu. eaox I PIER, II p n ELECIauL�. s-- - _ ___� ---4 z I 1 1 ,n . f W ELECT. PULL box ELECT. CQN D S. Q U D i- 11. TNISRE�AS�IOWN� Ute. zW ! �' N _ � J UZ z iUJ - - -r W Z ZLu 5t' FIRE WATER l�O � oo U ELECT ELECT.CII FIn,C ` oXL CON© S. lbWPkTERui NOTE : W Y o CENTER LINE OF ELECT. W CONDIS, NOT SHOHN BEHIND c): f SEAWAI-...L FOR CLARITY. f ! N I_ 211 ELECTRICAL - rCNDIS, SHOWN i l W I IN SECTION I (n W T, ac .Q r tWn vel ou W� �,1112ELECT.CON D'S. I °z C93 o� I ' ' 80 uZ o00oi � � al , Boz _ W 3 4a 1 "j"1 ELECT. Cow D'S 1 wW SULLT zv�f—.� 1110 11=}Z IIAII J� X U�Li Sia I w'�'z I I, I ELECT, CONDIS. T Ko»—1 " L : Co ELEC CONp S �II E ECT ND. SHOWN IN SECT, �._._ ....Ti I I 1 0% a0 C 40000 tU I12° o ©o a o"4— I, i"EI-GcT. GOND► FLF_CT. CONDOS. E }- Zl j I PIER "F_� 2 1 1/21ELECT. CONDI S• l (� I o 0 } 11 FII y 1 I' IV ELECT. CONO'S , I -> 4 Io I �r 4 00000 '6 55 E6 93 L � � 2�! ELECT. CQND S • PIERS iEI � Imo— fJ.�,� f l.il�q Ucl � Q 3 W I III j II .To f 1511/2 ELECT. COND , GO �- 214 Dom s`rIc WATER 1 W 1 211 VACUUM SEWAI -7 C -IE -z 2� I ilk° ELEGT. CONK'S: 'E 111 ELECT, COSI D I S. 11 LEC RICA (a1 00000 a� GOND S, CON D'S.SHOWN u 0 0 0 0 0 t s� 1N SECTION - ic 69 L 57211 ELECT. CONDIS, ELS<G T . Puu. eaox I PIER, II p n ELECIauL�. s-- - _ ___� ---4 z I 1 1 ,n . f W ELECT. PULL box ELECT. CQN D S. Q U D i- 11. TNISRE�AS�IOWN� Ute. zW ! �' N _ � J UZ z iUJ - - -r W Z ZLu 5t' FIRE WATER l�O � oo U ELECT ELECT.CII FIn,C ` oXL CON© S. lbWPkTERui NOTE : W Y o CENTER LINE OF ELECT. W CONDIS, NOT SHOHN BEHIND c): f SEAWAI-...L FOR CLARITY. f ! N I_ 211 ELECTRICAL - rCNDIS, SHOWN i l W I IN SECTION I (n W T, ac .Q r tWn vel ou W� �,1112ELECT.CON D'S. I °z C93 o� I ' ' 80 uZ o00oi � � al , Boz _ W 3 4a 1 "j"1 ELECT. Cow D'S 1 wW SULLT zv�f—.� 1110 11=}Z IIAII J� X U�Li Sia I w'�'z I I, I ELECT, CONDIS. T Ko»—1 " L : Co ELEC CONp S �II E ECT ND. SHOWN IN SECT, �._._ ....Ti I I 1 0% -N 2 -?)P3 rT-15CA75 2 - 35 7 -SATS 3C + - 011 Gu l 01-019 �T. SATS 2 - 35 F=T. PnK`t r,- 2 - 35 F=T. PnL,TS I - FT. �IoAi -��FT. E A �. r•� �1 k f l 1 k i r� 1 h\ .401" 1 k '-7^� SEF- pL ok UP DET. �5ELClnl t -- FI NgEP, c P. �= LL I I 3'-0E+ 451.01+ 4-1,-Q,+ 1-45 7. rOA-F5 E Y.. © o OPW PUICV, RELEASE CCS. P INGG VA � c W -M UEP, Oyp-� tPr�LYP c��YLENE� ANS C%f . (2 ) See bL.bw u P PLAN 'All: jTlifrJ �J�iE�T. �1 � j i 1 I/�/��-�y 1 w 111..^� Ci� . 54" HART 1 F— pL.Y V�1t.JC. Q �Ot...T'�� �� `�� G�)NCP P 7'iP PIEF, A5 PEI. MFG fP • �ZEc;ot-imF-�-Jcwno�4 CLAMS (TYP) i E+ r%�� =.i� '� UAC4..! 4._f M 6F -WAGE LINE -7 co N� .oe FILE ARCH. 3-28 C � REPRO PRODUCTS ROPUGTS r' i I ti 3:. 'f W I Oct J I z f f' 4 d� 3}}- Y. ;rLU _ } LL •. LU j F :r. uj� I ^? s I� �f rsy ti li W e: f L r' i I ti 3:. 'f W I Oct J I z f f' 4 d� 3}}- Y. ;rLU _ } LL •. LU j LU :r. uj� I ^? s I� �f rsy ti li W e: f L �f. � ebur rs E: ;i. It =« .-:rL. . •.'id." i iF- id Ll Y .. l; e ti 3:. 'f W I Oct J I z f f' 4 d� 3}}- Y. ;rLU _ } LL •. LU j LU :r. uj� I ^? s I� �f rsy ti li W e: f L �f. � ebur rs E: ;i. It =« .-:rL. . •.'id." i iF- id Ll Y .. l; e —coNc. ;TbLpc4C WALL ACCESS, �T��,- SEE SEE D! eEHEL01,-4 r'% -- -%N �r)lk4f- lAl UJ co > cn 0 V1 p cm cc z 0 F - Ad= 0 w .j ;,, L— 1. 01 1 . 1 I, -w4 rFOUR THIS BEAM IN MAXIMUM LENC-qHS OF A-�-LQ[,� -12 HOURS MINIMUM As FtSTL Fo ST �Z 4 ,IGT I 'CON c E D ~PLAN 0 LLDW, O.C. ?T PLAN FOVEAE 611 X I G sl CoNC COL. (Fr- =4oco psi) co 45 7 0 1911 OX T71 XF SIN GI2, X CONC. Ft�=T`, WITH 4 #-6 CclqT. 2,1 C.) Qtll , CONC. COLUMN - Typ, TT"P coNc bLoc 0 STQCCC — T T T-- CoNc. U) L -.j L- J L --J -.j 2411 (� COHC, Fogtjl 7`(P�T EACH CJLNU% CONCRETE AND 6LOCK Wk -L E �-EVA7 ION NOTES 1, CON7-RAC7-CR 70 \/F-Rlf=Y LocATICN OF UNDEP,(;ROUNID UTILITIES .5EFORE QRILLIN(; 1790UNDAMONS, !Z. CONTRACTOR TO 5UE5MIT 51JOFDWG 15, PRIOR, TO CONSTRUCTION FOR APPROVAL, 0 lf . TlAv REPRO PRODUCTS i WC Lu L uj Lu wI� REPRO PRODUCTS i Oj 0 REPRO PRODUCTS ! (191 20, - 'x4 W ALL 6fSE L, NUTS, Ta I3� I�o� DIP GIALVAN IZED Arg A�QIGA�IaN 1 (N. -r. /,,- ' ID r o r1 1! 'jY P I � �� X11 � 'r4P i I�'�`11�'fP 4/4"-T�P� I Izlh'1 T � -TYP _h - J G-�AL�I �oLlt� po�YST'rf�N �R - _ I W.LA. M. Top - o 2OX 4x4« - f I 11 �I��I► �(P ;- x'/211 EYP - E TiMF-5�� NaT S�loW�1 Folz �-�-A?��Tti'• {N -T 5•) 54 5� 3r� x �" 1�►ALI.���S TP U faoo W11+4 r5le)' 4-JAS�iE�L ANp /�" NSx. t,U r F SNA+L oN� GONG. uMI �L4T _i O �o� LDGATio1�-IS SE.>�. 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I 0 1JEW 24' C.M.P. F RL k. C H ID%Z�•i N EX45T Cdv" TORK[ 0 CONNECT TO EEC 1ST. M . I-1. f NV. EL, (-)O, &(o SEWER PROF 1 LE 71,./1,6,7C.}-1 PR0POaD GRADE ( E.L.. CP. 0+) C_) PROFILE Iwll 0+00 0 0 6 0 0 0 6 j Ill i+-00 I10' V.C, S4.00o' 4 /1 . C,r7' 20 V C 40' PROF I I..._ E. 2+00 1 coo' V.G. W J W t1 31 PROFILE la) I-7. S' Rr QF IL 'Iw" NCDTE l'OR. L0CANT lON OF P�,V i< 1 T PROF I L 'S Sae. SHE i�.to, PRC�FII�►G'' 7 CO 7 5 JOB No. B 3202 FILE ARCH. 3-28 614 SC 1.2 ac Li rn Z () W W c) Ztl Q'Q w� . N OLL N Q MEM w . aase .•rx;1•.vPV0Vil _M4+.0::rr.. L!J cc z z PAVEMENT PROFILES. & SEWER PROFILES SANITARY f ,. REPRO PRODUCTS ti FRENCH DRAIN TYPE "D" ELEv o.5' 4o' \/ARi as 67. o TC F:SO1L�. akSE FLOWLINE (-) O. 70 fie • S b 0 0 Q 40 bp) U I g ;416 PEA. :voo 0 v � ri 0 • 1 EXIST. GANC, E _ 7 _f O N >N BALLAST ROK� 3' FPEkJCH DRAN.IN1 CRO 5 EC T IC�tl CATCH CATCH E27A.Slr•i J NON-PERFORP.TED PIPE_L P�A.SIN 'TYPE "D„ EL, 4.0 FRENCH DRAIN 1 �CONST, 2© L,F. OF 12" C. P-Th‘ M N. 1,411,4 EX 4ST, 24" CONIC. PIPE CTC7 RE.Mao aTte • • • • kik E.CD, UA.L.tZ.,ER PIPE D TAIL.- EROSIot� FP,E7R1 PEA. RoE DDii•lCa SEC l 1Ok.1 11�w E 20 EL, (-) 4,30 ��� mitailimurairamr E DULDER R1P - RAP 14 N* fir` E4.„ ROSION CONTROL � � �- u ti:y i4r EL. (-) CA.O PEA R©CIL BEpDIh.IG SEC [ c J hl c - Cn p,OA.T RAM P PIERS EL, 4.0 S. a ERCS' ON -I Co KIT RC) L FONE5RIC SOULDIER RIP - RAP -AA.. \/ARIE5 2 44%. 410.10,i•J i . . REA ROCA< SEDDII\.tG SECTKC I D- D _:,•*1S '4•+t4 ;ai.',•521 ..% Wow VARIES c ta>.o r- Ax. L. (-) 4.0 JOB No. B 3202 FILE ARCH. 3-28 ■ h- kta 0,4 re▪ t• w CO (4 z53 4" • W C) Q o. r • 0f;`at_SYS8i;1's'."s`.:vS47r3. w REPRO PRODUCTS FIN. C-�R • —3 2 • PLAN 3110 STD . VAPOR RETURN RISER - 411 K311 SHINGI 121I MA1JHoLE FR ME AND COVER NEENAH R I%uG�L ORAkPPRoVED FILL ADAPTOR 11 FIi_L. pl E --- Z-GII 1_ a © - f211 MANNOL FRAME AND CO/ER NEENAH R-714 oR APPROVED FQURL -VAFRPJFcI�ET�zru1Nc1<o1ADRYT LIFT LUG, 211 \/ENT L1 NE W f 4114-115UsHINGi 411pwq -- F1BRGIL.A.SS FREINFOCER HOLD QO.4N4 SUPPLIED Ir11TH T/Nk —CoNC. SL WITi4 Cu xGR -11o>c 1O F iN . GR . 7 (1)f I2" r. EA RAN/ a L ID R1 MIN. fl( YEP ) if 4 Cad 1211 LCONC.SLA13 BOTTOM S1 - STRAP SUPPORT PLACEMENT DETAIL MAI\HoLE FRAME AND CoVER NEENAH R-1792 QR APFoVED EQUAL _5tE 1ETUAp S H. o - IYPH O KK L7 TECToRMBLY sL:AB, WITH '6 G' Gll-110x010 W.W.M. LJ 1211 MIN.(TYF) 1211MIN .(71tp.) — 4" MIN. - G0MAx. 1211 MIN.- 4II LOPE To FUEL_ 1 II iN 01-011 IG GA. D FL_ECTo. PLATE (11211 1211) PEA GRAVEL `. CONC . SLAB, W I TF- 4r 12110.C. E.W INSTALLATION DETAIL.-IREQUL.AR .T S. DIESEL. TA.NIK p)PINS NOTE: TANKS MUST 13ESTALLED As PE iN5TA1_LATloN INS RUCTIONS AND N a colic. SLAB, F UE.L. \k 4Ffa SCAYts,1a BAY MANUFACTURERS .F.P.?\. STANDARDS • CCNC, APP.ON MANHOLE 1=FAME AND COVER AAFPR V(ED E8QUA L G4 OR I �d11 p >ad`icHoR c 41 LC 2 ACH 51DE (� 1211 L. (TYP.) �11XGa" — 1Ox4IO W.W.M. FUEL 01SPEt•-.IERS r 1 NOTE : FOR LOCA.TlQtt.t CF 1=UEL PIPES 4 FUEL DISP1=NE.RS, SEE. SHT No, SCAL.. E 1 1'1 = . FLAN .-II„10 /gl - l/211 ST-. >. { TI'R ) SQuARE DETAIL 11 4,11 N.T.S. I14 .„611\j1 [4,II�TYP• Suet -A RS18LE pu t�l P (TY P<) MANHOLE, (TP.) 2" VENT' PIPE (TYP) FILL. CAP (TYP)"��, 10,0O0 GAL: D11=SEL TAN14 10, 000 G REGU L.A.R C�.SOLIIJE TA1,3 FI ERGLASS EREIN QED HOLD R1E LOCAT ONS igi I' CK TED PAY AP4-loWS (T PICAI.-..I) T Y 1 lI 411NEYE TYPE -11' MIINN. (747.) 44 aC� 1211.0.C. E.W. 12' SEC TION N.T•S. 2" VENT PIPES ATTACH E.C7 To NEW E3L...DG. SXTENOGID TNRU 00F ( Eo1=z, L_0CAT IoN, SEE SH-1-, NO, FUEL. CONC . SLAB W 1714 GII%OII -#10xi 10A.W.M . con 1211 MIN. STAINLES STEEL WIRE APE IQ." DIA. CABLE CL,AMI S (7( I ) III D1A . WELDED EYE Hoy DIPPED GALV. FORM FROM DEFORMED REINF. REBAR (TYP ) MN. PEA GIRAVEL I2" MIN. NOTES ON SPECIFICATIONS: AsPH . CoNC. PAV M' T. - BASE coURSi= o 112�AV�NITE PIPE TYPICAL TRENCH DET. N.T.S. FUEL SYSTEM NOTES 1. PLACE THREE "NO SMOKING" SIGNS IN CONSPICUOUS LOCATIONS ON FUELING DOCK, WHERE PROVIDED. 2. PROVIDE THREE APPROVED FIRE EXTINGUISHERS WITH MOUNTING PROVISIONS ON FUEL DOCK (ANSUL MODEL K-30-E, OR EQUAL). 3. SUBMERSIBLE PUMPS: RED JACKET P150H1-1HB, 14 HP, 230 VOLT, 1 PHASE, 60 HERTZ RATED TO PUMP 32 GPM AT 25 FEET TDH WHEN PUMPING GASOLINE, OR ACCEPTED EQUAL. 4. DISPENSERS: COMPLETE UNITS MATED TO CONTROL SUBMERSIBLE PUMPS EACH COMPLETE WITH CABINET -HOSE REEL, 50 FEET OF 3/4" HOSE, NOZZLE, CERTIFIED METERS AND REGISTERS (UP TO 999.9 GALLONS AND UP TO $1.99 PER GALLON), CORROSION RESISTANT HOUSINGS, ILLUMINATED, MODEL DRESSER WAYNE E-730-1 OR ACCEPTED EQUAL. 5. TANKS: FIBERGLASS REINFORCED PLASTIC UNDERGROUND STORAGE TANKS DESIGNED TO BE BURIED UNDER 3.5 FEET OF OVERBURDEN AND WITHSTAND EXTERNAL HYDRAULIC PRESSURE WITH THE HOLD FULLY FLOODED WITH A SAFETY FACTOR OF 3 TO 1 AGAINST BUCKLING, WITHSTAND SURFACE H-20 AXLE LOADS WHEN INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, WITHSTAND 5 PSI INTERNAL AIR PRESSURE TEST WITH A SAFETY FACTOR OF 5 TO 1. CONSTRUCT OF MATERIALS CHEMICALLY INERT TO PRODUCTS TO BE STORED, COMPLETE WITH SUITABLE FITTINGS AND CONNECTIONS. CONFORM TO UL FILE MH 7991 DATED OCTOBER 13, 1965, FOR STORAGE OF FLAMMABLE LIQUIDS AND NFPA PAMPHLETS 30 AND 31. TANKS TO BE AS MANUFACTURED BY OWENS/ CORNING FIBERGLASS, CENTURY FIBERGLASS, OR EQUAL. 6. PIPING: FIBERGLASS, KWIKEY R (RTRP-LLAW TO BE MANUFACTURED BY FIBERGLASS RESOURCES OR EQ. INSTALL ALL PIPING FREE FROM TRAPS AND DRAIN TOWARD TANKS. CONFORM TO NFPA AND UL REQUIREMENTS. 7. FILL BOX: 12" MANHOLE (EMCO WHEATON A0717-008) WITH CENTERING BRACKET, CENTEREING DEVISE (EMCO 491044), 4" FILL CAP (EMCO A0049-001) AND ADAPTOR (A0050-001), OR EQUAL. 8. EMERGENCY VALVE: AUTOMATIC SHUT-OFF OF FLOW IF DISPENSER IS OVERTURNED. MODEL A-0025, EMCO WHEATON, OR EQUAL. 9, VENT: 2" MODEL A4103-004, EMCO WHEATON, OR EQUAL. t`IOTS.: COt..1TRACTOR. To FuRN`l1SN 4It�i�TAL.L A, So F- r FU.L- HOSE, INSTAL-LE.D I 1 U-TON A r C. RETRP.CTAE3u_iv 1ZtEEL, NOUSED IN A Su1TAe�l-a CA.e�1N1trT 4 CCK C.TE•O 'TO THE FUIt .4_ 1215PEt ..ISER ONE R> U1 .W FOR J C L7151='1=-NS',E F2 - C4N-T FACTOR 'TO 'U P Iy117" SI--1c C)Sa.p.W I t•.-JGS PR1C>R. To STAN. 2" PuaL 1=1BERL.ASS p1PE - c:)1E.SE.L E.L.PL..I 2" FuEL- F16E.RGLASS PIPE. - REGUL-AR GASOLIt�1 . NOTE : FOR LOCATION oP FuNFL F tE,ERLASS PIPE. UNDER DCICK, sea S4--Irn NO. PIPI G IMETRIC. DIAGF i t 0 FUEL DISPENSERS NEW DOCK JOB No. B 3202 FILE ARCH. 3-28 irg � i 1=Zc.0 IJwr. - Q Q ze Cu 0 Cu• 1 < REM -I GO .J REPRO PRODUCTS STANDARD: SIGN RESERVED PARKING SPEC A TRAILER PARKING ONLY, BEYOND THIS POINT REPRO PRODUCTS DEtCRI;PTI'ON / / / 12" WHITE JOB. No. B 32Q2 FILE .ARCH. 3728 M co in REPRO PRODUCTS Le �~ EXlST. LIGHT POLE 'EXIS T. E.LE. TRAM Fc f iv! H O U S E -`Z"c, F'�G 4. 1'l4" qs I - �u z a" 4 PJc PVC ,PVC. pvc S rQcs MC ILI CCC 0 Uzi LU 0 Ex15T. Po L E —�- ,J- REPRO PRODUCTS EXIST. LIGHT POLE _r 7L.J MATCH L N E.. (3 ree't'e:ti[H.31 ..'"•,' .• .. .••'. �•'.• +a�70'�6w..uN:Yv:;.�a:a.:s�ra�h-^ri-.°r.�i-�:'�3�i�:::�i'r%4Ple-:vst:ale,�uca� �:+aav]'iitistacWitA�Gg.i"s+Hi¢ke EXIST. LIGHT POLE. EXIST. LIGHT PoL E. MA-Tct- L1N1s, 4 - 4''c4, f / OMN i' i \-- PM T, , 4 607 2 7 7 V / \ / \ QP3,•4 .-w• Coo 1-z EXIST ELEcT_r: / rY F,P. 1,. TRANSFORMER)\ ffNci_c)6uRE. % / \ i6- -40 . P✓c !'/z" c , PVc l'/4" Pvt 3- I" 4'3 P'Vc 3- Z" pVc SPA ; j 3 `-r , P V c JOB No. B 3202 FILE ARCH. 3-28 U) Z. 0 LL! CC 414 DCDGKIvIASTER. To MoNiToR TA-1-10r$ LJ EXIST. LIGI-4-1 POLE. r EXIST. L LIGHT POLE— VST ELECT. TRANSFORMER 0 100A, PS, ir USE AT SOh, ( ( 4 8 ) I to4,01 rj LJ L10-47 FrA--n MouAT CUTLETS P4ELoW •Ltq4V-cS 1431`4F F • COA112()L. PA L se- \ s42-3/4"17VC-1,k 5E. M0014-r LIqtATS ON. •COZNEZ Ce)&5 S Art PLEToN VP\N ‘ois 102. C-.6Zu Wi tooW-A,-Zt L./m.4p t,toutsV'T 44\1‘6 T5GLow LoUVeC.5 21.--CAFF 4, • r ------22o/i2oV ci<T, tiJ 2 1-1 WI; rc) PEPeSTA LS • • " pvc. 4 - Vz" 0, PVc. 4 - 1 t/4" cP Pvc I 1 - 11,cPVt- L 3- z' Pia 5 PA ees JoB NO. B 3202. FILE ARCH. 3-28 • z T.f w E P,1 REPRO PRODUCTS / I en N Gc)MtN\CA L Dc c.K F©R L GT. SE R V THIS P\REA o\ 5 -- 11/-2."ct , Pvc.� 5 - 1,/4-''cP; ( -' I+ cfb, PVC, "4,.FvC___.__ '3dicti67's7S`Y'�.?ia::+"� ed"a":!�M1:aY6 v!!Ru' Tc {.mot= D�ST�LS .'rJ;:: ..:..A� ..:1iM"'.':YS':' ':2'.liii• ...J I:Yi4!•tiL':'^.ri:9+.:.:.:{y..: . . ..... .. .....�....:..:........: :...::N.: "5 se.T� .o 4 r-��--EXIST. LIGI--4T POLE J+1':W':uX'Y'^'4.=.31.9�YLaui:.Yy'ii�fltvC�h�iWG:s:�.','+TYN�...:::;.'4=VT.Ii��A46'ikk�.. "'. ••�:� �' .':`"�+�.Sc..'�:� EXIT. ELECT.-- { 1 TRAN5FoRMZ.R I 1 Hot) > ., L._ _I E X I5T LIGHT pale ....::. ':�>vir'.`Y.'�:k�:i+'.•v.+F#e:; tY�'S!A4S6"s::;'.4 - E X 15T. L1GNT POLE N N Pvc.. I- 2" 4, F't)c, 5-2"cf>,PYG1 7- l'/4"" Plc - -2" 50S 1J I- - 1 LIGHT POLE. 4 a' p Jc it S 0/ 16-1.- v,_ .Glc T.F _ JOB No. B 3202 FILE ARCH. 3-28 REPRO PRODUCTS TQ N1Dp 11A„ . / To het Eo 1 1 05 a. PA- 9 - .1<T. A CP b PA- PIER "A°' a 0 ED u a r 4 v 0 N 11 0— Lt 0 p e) -15 - c-v---L C511 13 a PIER " B" gSkYA MoutVrEo oN TOP SI or PIER P5-13- C 1<T, 67 Q 0 to En co LIJ =• zm �+ w66.4 c, ¢ • Qo L!a u. `;i;.yi:•�rq�ls'• agr.:xY'iiSta:;vx3.'c; ..��..ra: fc _A:;.�^�^t �. l.•s -• ....,.'_fin.. z 0 `) w CC 0 ;, Sk':3EiGl3Pi� • a • to • to En a 6 11 45 KV/ MT? oN TOP 51PE OF h1Ee 4, 1 ,4 REPRO PRODUCTS :1..410W.V..I4V ' ' .r.C.,!'wfd' 2 0 2 J{ N 24 - cKT; c 23 t} a NCYReYifilW.L6SiR�'+i1Xt WSJJnf.H..uw:1WY1M:atta ra.egt'�.l�.tYVi��+�.aYa Yrtli.'ala%':n.NbLi4=.`4-]:.W.'u olrtiw�lUUJnVW.>A�G�WYii.'Siiwaf1.h hSYii�M'AWAA'�uhe.dL�e.T-y.45af0.i3'hLaiW e`}u�N-e.'t..Malh44.e.:,40..10E0:0444.14, .YSY.tt&,na4z4`as 140.4,4.wmit'at lv'w'J.I:..Y.a...SAWryttL.Yauf.a�K/s'R.vix YaAri+y.liY.4i'awa:.:.,.K. wa�M.a:.]�%ara-s'A'axlart3.Fil.,nf iav�i-.W.s1rK•�2F:'{+k'b3LN 7l�SPJI..fay.-!....Sti1sri5�.'.4+k.':!:uti+L1 p a) to k U U 11 c a t a•. i4 - GKT. c v e U 0 t9 a Pc_)_ C!<T, CI) rrig Pc-8- CK.T. co) v a LANE "A" 0 36-cKT, c 27 d P I ER J N tfl u r U a Q$ KVA THAN S F, MTt oN .To? 510C-. O F r k e. p.„ 0 v_ U d V a JOB No , B 3202�{ FILE ARCH., 3-28 POWER PLAN 0 cc w k>. w cc w REPRO PRODUCTS N e a a d3 a r- a PD-of-cy(T. Dli PE"- 27 - cicT. P P D -2 a - G icT, D rZ p - 48-ci4T, ©t (a cf �D-21 G1C']D i8 t4i 7#ko ! I( 3-�r� To PP0.1 et, oa 20-C►c1,D MDP4'. PD-1�-GILT, D 14- PD- 44-cKT. DDE • f4 • PD-f3-GKTD13 PD- 8- c1G7, Da) PD -7 D7 a. PD-40) CKT 00/ co PE 3 PP-43-GicT,b PIER "D" a a_ PD- 38- C.VT, D27 to 0 V PD-Ii- cKT.D 10 -a- co a 0 V U a 0 u • a. N 0 u 4 6 o� VA, T s AA15 f. MTp 014 TOP SlCIE o� PleR... JOB No. B 3202 FILE ARCH. 3-28 REPRO PRODUCTS REVISIONS 111 d 4' �wRia�'Y�'1CYS4wYi�i1'r'4�+�w+YF•iti:i1#f%�%di(.WY:''it":'Fi':!x:�.f::%'xY�i '.:. �'.;•.:'[ � � ..t-4Y3 Nt E W SioeWA 5 0 REPRO PRODUCTS MF4. ..s.YK:4 F .an ... .>.. Yam. .. F. .er•_.+.—....+'.:.n r..vii ♦�ti'i: PE- JeKT PE- 50 -cic E . S PE- 49.etTEE.4 WALL PE-45-CI<T, EE.3 PE-4=7 ekTEE2. 4 Ca -C KT,, 5 E 0 u PE - 22 c.ic7 E25 .W LL:tirrvi::rr."av;L':.i:ive'u':.-..rt7`•c•;:•...::•'. . 'i:lM:i",+lA'aKG�'"e1:FY4A{k'IYY1iFi '34'rLt.i6.':•Y.:444, 169-CKT, Elq W • • 0 0 pa -co -cl<T. PE�4o PE-4.2,-c KT, E.40 f a 0 0 sn a P . -t-CKT.a14 H s. 3L PE pE- 44_Ctct. E42 PE 4S 4-= tcN m Gv_T. E34- PIER "E" (-Ay 6Ac PE- 3 GK7, E 3o PE 32-CKT, E. /.8 t u n_ U W 0 0 i�- ■ )01 a T2bN5F MTV oN -TOP S1rE OK Plea JOBNo. B 3202 FILE ARCH. 3-28 izrt J a. 0 of CC !dI a 1 PP-3S-c-KT F34 PF- 40 0 0 10 PF-34-CK.T. F37 PP- 2c)-Cx<T, F33 10 0_ PF- 32-GKT. F'ZS 1t [i- 1 0 PF-25-c-KT. F34 PF- 31- GICZ', F'c.CT P 1 E R "F" FF- I5-GicT. F t'2 0 I 1-4 0 4 1 L 0 PF- 13 -CIKT, FS LL PF-4 GI PF-7- CKT, F 2 Cr) CV Q y -a. 03 NG-W sloe W/ll.K. PF- 44-00— F'? PF''-• 4•,5 c, Z IL •:Lt..•: PF- 12-GiCT. LL 0 0 0- PF-SC PF- 412-GKT, FK PF-37- Cl<T, F32 PF- 4! PP- 38-cKT, F 34 0 a REPRO PRODUCTS v 11 45 .K✓A `r e MNIS F (-1To oN.-SDP stps 012 PIER I"=2o' JOB No. B 3202 FILE ARCH. 3- 28 .,:cam •. .�-<'..-v"�.i.".:...,c-: +.�!:"'ic��!i':%,:iSFP<j' y z cc 0 rc irivemo REVISIONS P-CKrGg9 455 EA WA Li - Do PG •CXT4 48 ANEW StDEwALk Pc -37 CICTU�77 • PCa-34'CKT GGI 4 • z N a 0_ 4 v c. P-287Ck.1c J (4, 3o—ci<T,33 1-4 v 0 N a. Pew iv-cKT. �afg- Y N 0 u U ▪ 1 N N N N 1 t9- kg kg nn 11 co N 6 U N ✓ v m NI ' c m nn 0 L.►.. 0 . • m • el • 0 H PI ER "G" C cJ v 0 to , O v 0 V 0 kg d • 0 c#, 0 0- .0 0 1 0 rL G‘ 0 1.0 * 0 , a_ v_ 0 a 44" KVA ` ZAttSF tMTt oti.'j'0fl SIDE, OP rtSt2 • 1" = 201.. JOB No..: B 3202: FILL ARCH. 3-28 ti ti W TA M Ott z 0 AEG LU Pt\MS. L '' G 4 " o IPEW A L.. iK 1Th 1 O ID E w . 'A 'L 01110.10. �XISTINC� HANDRAIL_ 11/12c15. PVC NSW J(N)CT ON 13,3X PVC., 3oA, RZ ..ccPT. Pdc, �X;STIi�^SG c N C. DOCl4 G©N G R7E.. • D NM4c/ PANEL_ "0-1 "><RS W i2,- 3©,�w2P ctc"f, •14 t•2o v,, Cooiiz.,(tM,P) tSTtt`I� StDEWAt_t< . (�? iTfl i• ilk S E C T I O N "A -A" SCALE : I" = II-0" c cnts.A C R Doc,G< 'i\c\ F''R c.C.N T►NVA"CIOC E.,G PL/\N SCALE: 1"-- 10'--0° -t3# to - 11/-2."Ptic 3vik 3/0 4! (6)-1`(z` 11#I,0 ff' PJc JUNcTIoN C'aoX: P/G--' NC-iv1A4 (NEV). J J b �>ct TING N AN DPAt 61 D1: \NAL.K N EvA/ - OA. Pia,-cePTAc LE W/ PVG, f'.,.a oit (W P) a THkkN- E I/4#" PVc S E C T I O N "B-B" SCALE PULL 3vx PAN1,"G311 N' cc) N C, D0 C I< PANEL "GZ1 \ 0 T DISCatt�ECT `', ��Mo11E %.LL NN 1RttAc-1 REVtces ate C©MMs“„UN .L. Docx5 tiNSTALL. NEW PANsL.S . R�.c.-G-pTAc.LES As SNOWN SECt JFRa. oNbUtT /'c��,IN WALL aF Doc IA W17H CoReostot.% RESISTANT cL.PtMPs, J z 0 2 JOB No. B 3202 FILE ARCH. 3-28 W Ra aREM ' - M n Z r W M t EE.: glasal 0 R7: ua _ .. OESi. -�� COMMERCIAL DOCK CE F. 5 2 cc 2 2 >O �1211 w L�J REPRO PRODUCTS at.,4.3{.-•MW-,,,,p1...14.-V-414.40//R••1-P,Pc-411.4L116...1ECC•likAPY0v14:1CV3U.W-1-1.1./PtrIPPMCSM0i124,114,244PAP),A.131L1l61,6,..14!41.106.11.04PLAP.:P441,0.V011P1,44Si0104.,1.1, f:ivYSkW1t.:.(a�,YCLIF41JWbiuVEf.aan�l:wm+-+L.w1 ax4..'✓�a.wxilMi'ut.LY.YvM✓.M,NUS1'A•wv..ws•r..uaw'T-h-vcryirait.w(t x'..iNlL11ti230%`S.`Ik'fS •.I�IJI�hAYMRY�s.F' WV3.044.. f1CYt•I..AddAR?l]w,A &i1FAiiALG'Y ^'.::4Y:.:.•.t_` fda..1. i=5'.•': w-N4.._v.-• wor_; a fe[/f].•.__�E.. .4M-1. :.ir»kc:;r•:iYAn 44.-,:rv.v : a.\a.i.f�.... _.......•...�Y..:)'.:.=[1»3:u.Y✓PiECitf1'%• ::1;..�N. 6i'eii(+i'.Yax.::l.;.S�a. 4101. Ail �S'CTt4N : *CRuA.Rt °CI SL1N ou.�c�utai. . A . A2 A II 1:),M.T,480/v771, } . 34),4vV, eye) ; r3Y°F,Pt-.. AS` ,, 10 Ail:. 2 5 E T 5 OF 3 -3 50 Me -tit + 1 410 114 x- 3" PVC. G'ooA,'1 ,c•I3.; 3P A13 A15 At'7 A14 Ate Ate Al9 At1 A 2$ Aso . _Ass 'M M PNI PA2°.. PA3 :PA4 5 PA/47 PM30 ..., PAko •PA1t. PAt2 PA11 PAIa PAt9 PA1'3, 14 PA15/I6. I-IooA.„1,lt 2-5OA. 2-50A. �430A- 47-30A Q-3oA' 2--SDA, 2.50A 2-S0A, ' ; 2-5oA', 2-5oA. '2.6OA 4-$4A. 4.30q, , 3# 2gay' t A CD -I= IE�II 1 -.S EC T Io N- 5 kJ1 QE 'D 'f L1t45 c L t9 UAL al t33 155 '32 134 acp 7QA T _i 1 1}_ .)- 7°4" " Y I fl w I , E" ' E+ , )- ›- PA2D PA221 ,` PA'22,' PA23 PA24 PALS -So -,A 2-50A• 2-So A: 2-So A, •-z_soA• "Z-GoA. PIER"A",SlNGLE LINE DIAGRAM PM.T, ,48o z77 V, 34,, 4v0., o Hz, P, L. 67 Do . S" 11 i i,1 1 T ?et 1 Pti3 .. P132 PB 447 P55 8 PeAca.EP P5t3 tlo P t4$tt, 45kVA14 P 2.50A• 2-SCA, At... 'A 4.30,6„ 4-soA. 4-30A. 4-,OA. 34) MDR EEG rl a - S EcTIoN l SQ itt;%E.E'b' I Lth1 tot? E UA.L c'I II: 3- 5.00 McM 4-14110 -3"Pvc 68 610 512 ;313 515 511 ) Ps A .L.'A CoNNE•cTLoPntt /9 - 25 KVIa 12 480V, 19 X520.= t)BSA 1 - 3-02.100124Boy _ . 'IX 45A= . t(SA rr P1515 12 Pce)14 4I9 P517 iiZo . Pt B 42 j PO2S 422. pt32Co t23 P1327 4z4 P8 Z& 29 4•SoA. 4 -3oA , 4-So4 4.30A • 4-3oA • 4-30A . 4-3oA • A -30A . PIER"B"SINGLE LINE DIAGRAM P,MT, 480/277V. I'j`yr F, P, GPj .G12 .I3 G15 G17 700A.' 3R, G,2�,. To TAL C oNN,L.oAO 1033 A D 40 °y'o x. 4 413.2 A pa,M L Lai Cot t\l'ac? D LOAD 15-25KVb.e480V = 15x 584. = 180A 73't112KvA.e48o\= tK454= 45A "TOTAL Cot4N, t,a>'.o 8 45 A. D tv. 40% K. 4 33OA 2SCTS 0f.3_350MCM1*4,I4,cm.2-31`("VC. c!4 • GI,Co c IS I°) C2� G2 C2o .G'L G2 .' c25 c'27 G2� c2� C28 630 1p . •7oA,2P (TYP) � ,ll ' �1 1 l �7 J-�) _j417 LL t}t� T}rj 1 5( ri / Pc 1 Pc 2 Pc3 Pc.4 PGs'; : Pc co pc7,. Pc8 Pcg: pc to PG11... PcI2 PC.13 Pcc4 POta Pc17 pc IA l5 pc22,t19 Pc23r'2o Pc24421 Pc28t2s. Po2%j4'24. Pc3o42T PC34-$31 Pc.3543z pc5C0433 Pc404-37 Pc41038 Pc 42 ct39 9 Z-50A 2-SoA• 2-50 oA 2- G 2-50A 0A Z-5O A D -60A o 1-5 A O 3 3 Q. f--tOOA1 P A. 2-5 ��' .�• 2-5 A' Z•-So �-Saa z-5 A 2 2,-S A• Z-So 2- � • Q-3 4• g-FDA 4- oA �(,. a 4- 3a1�. 4.3aa. q-'3a4. �-30/4. A-�at4 4-3oq. ¢-3oA, 4-004. 4-30A•. • 3� 240�1. �' PIER'C" S1NGLE LINE DIAGRAM • • Pb.h1EL. C. ` C'a1.1NECTLOAD 28 -25KVA S480V=28x5zAk 1456A, = 3711zKYAa fe01 = 1 X 45A a 46A To7kL. CoNN LoM0 15ot D Iv, 46 % boo 4 J4B io. 'B 3202 FILE ARCH. 3-28 >03 CE 14j I" REPRO PRODUCTS •Jr: • YAi yiW t,3rLRi.::f!'.GsiA�Yi4.a'�.i' .".nr _ ,., ., a S.., /L- i. -^ : 's^Mk-. ae] r ):.". r#,3•Y •.ar 101`,�2P, 2SECTION SQUARE 416 II .LANE OR egUAAL 'EZ i✓S' 1;2 E ECv 2-SDA` 4•.co A , 3P,cC3, I '-. D14 D• Dig Pc-m* b Pp•14.411 ' Po-15418 PD-10>$2,2 PD'zo$23 Pb•21k2f- 4-woA. 4.s6A, , 4-3oa, 4•50A, 4-30A 4-toA. DID D2I 023 PIER "D" SINGLE LINE DIAGRAM ES 1EIo E I2 E13 E. E-17 "E1d e-162 E-i8 MrT„ W8+ /1 Hat, cP; 4 400A 3PC,13 c.19 E21 PG,I PF 2 PE-3 , P1~--7 PE-5 PE?) PE-4 PE=S PE -Co PE-t3 pE-14is PE-IO PE -II PE=12. PE•t) PE-Zo PE-z1 I-IOah. 4P 1.-5oA 2-5oA'., 2-50q, 'Z-So4 2.50 z-5a1 .` 2- oA'•' '2;5QA• .-1oA. 2-5•0A:,N,2-soA, 2-SoA. 2-6dA, . -EoA, '. '2=5oA 2.50A . 2-5-OA 3i 24D11 FI -. .F3 F5 FZ F4,Fa FTT Fa) Fit F8 P10 F12. . F13 F15 FI7 m m ® o PF1 PF2. ".PP3 PF-7 PF-4 PF-') PF-4 PF•5 PFce, ' Pp #3 PF14 PFI5 pF Ic7 2-504,, 5P 2-50A 2-50A . ° 2-50A.. 2-50A...2.60A 2-6OA4 2-50A, 2-SoA 2-FDA, . 2.5aA. 2-5oA. 2-SoA• 30 120/208v Soo A 3P.c.e�, Et2 E24 E25 E27 E2j 1='ZCo R28 e 3o Eat 833 5 F 32 - "E•IS E86 E 37 e--- m-=,m �► m a� a e-• e m 4 �, o .. 4 r. �► , �P 4 4 4 4 ! 4 '020 p 1.)2'4 (?25 027 "DZ% PANEL P GO t4E-.cTED 'LOAD 25- 251CVA 48aV = 26X52 = 13004, l-150A@480= 1 X'90 = 90A. a- 37'/2.kvA@ 4&oV = L)c45 904. 1480A. �IVG�SIT ' rho% )44 592A p©30)44e. 4.3oA. D51 R33 1035 PXNEL DD M m PE -)Go PE-1/ PE-i8 PE-2S ,Pc--z4 - PE-7.7 2-56A -5oA 2-SaA %-so4. ` 2-SaA.' 2-50A PIER "E" SINGLE LINE DIAGRAM Ft4 f Ic. Fla )400A 3P, C.B F.19 F2I F2,S Pit PFIZ PF•{,°l. 2.5oA 2-soA Flo F 22 ' P'24 PE•31 Pi:32 pAtv`Elr. a coeal\}ECTE.a L Ot 3$ - 25 Y.V ,e46oV = 382(52 = t954A - 75 KVA. @ 48o4 1 X,)a : Ojot 1. 37'/a KVAf48aV = 1. x4s = 45A DNEL5fTY 4o% x.4 831. A 20c'A • E 4•6 PE-4t 4jaoA PANt+L Dp GoNN LoaD t.4.3O4•. REcrr = 42oA, ON 10°l0, • 7P,C0a, - ,• PF2L PP23 PF24 2.50A. 1-5DA. 'L-SoA • SINGLE LINE DIAGRAM PF20 PFea 2- A, PANEL F CoNN .CT P' L0tb.D 31 -25 KVA@48oV - 37(5Z 1924A -75Kok (48oV=ix90 . 90k I•.,371AJ<VA@ 180V=.1 x45 = 4SA 2059A olveetTy .40% X,4 824A -75 I<VA, PM'T, 480 - 2.40/12ov l 4 PANEL ,FF ;'t F e Ft=3 a 1 -I.: s• �' �F ii 11,I 1 �► , I�... Q-N 4,N .:(1N 4N (10 {1.0 P 4 EL f'F coM 4 c-vEtD LOAD 12-364. Rt.CPT = 3G0044,.. tale, ao% X,B. ass 4, REPRO PRODUCTS c M'P, ,IIe11. 2-,Sti=CT1oN , sg4�aR o r L►N oR s.q,y bL MDP 70 A Gr YP) PG4; F ,5 . ; PG co • , Pc3)13 Pp l 4 I--tool4j 4P 2-5°A 2-50A 2-soA • 1-SoA �5oa Z-SoA •; 7rvoA : 2�5aA. 25oA. 2.5oA 34 .Z4oy S PG; PG2 ' . P07, PG8 , P9. 3-1oA•,2P c2),. (TYPIcp.L) ss ss _._, -Sr P1_D E T'A L 2-5�A C, 13; I2a/S4oV '(TYPICAL) TYPICAL PULL t3OX eY1 1 N 10"MOI' G�TTEre* FIAT g80/277V, 4wt, GO Hz r' vm 8f F.P. 1 . 35E75 or 3-SooMCt4 4-10t[o 14 3. 3"p4c. 5coa" 3 P. PGiS`,' " 10 ' Pon P12 P10) 1-50A 2-SoA -4Z-c414 •50 A ' 2-50A 1111.1111.1 PG2o gvap f 3P,C,F5j 0 1% er2,1 q23 c 20 C-1. 22 ' C-r24 , G25 'a27 " G2) ,j; 1p 1}i `1}131}t3 ip }� i}1!)T i}i3 1>zi) ¶)J) i>i� ¶!) )-h PGI t 8 2-50A ' 1.5a A ' Z•,SaA PIER "G" SINGLE LINE DIAGRAM J P4' S KVA' T ZAN 5F; AMP,,I2O/240VCKT WIRING WIRING & CONDUIT SCHEDUL WIRE' ccnN QUIT , FZE 1p.RKs o", f I.4 4 (y) ... vV I R I NG' FRaM MbP Td: t=)t i~R 'TRASFoRtvtRS co 7 l +-14%-zt`N Z11.'PVC. II` ,', I► 3 j I/i'.Puc 11 Co34-1-4.g(ci) It I1; .• 1j 1 tt 11 11 -',' , 11 .:II' ' 11 ,, , 11, # S + 1 • S Cyr 11,1 rave' 11 11 Il' t1 7 "9/o, -I-.it2(c, i,'/i .:PVC 8 + I#to(G) pd� '' 7s KVA, TRAN,SFore ER PANEL To ,'PEDE5TALS I/o. C� )- �,'' Pvc, FRC" Mr) To I,SC), KVA , TRANS FoR I 1 3'i# "2+ toot ec7) PVC 11, \; 4L`! 5/ *V+4 4 0' 2 +144 (GI) : 04 PVC; ►, PiE1?, , 3# 1 + 1#4t6i) , 4s/,.:rev. 44t (-,i 4`04), otepv 3, #r `t!a 1if4, (c,) • ►, kvA. '#. Ito .. SooMC.M+1.1Io;.tc,). REPRO PRODUCTS u P1E.12 T4.145FoQ1,4EZ iOO` PA.KE1-, P3 To''M6P Pc2Co PPg27 2-SoA 2-50A . Pia at PG32 r; 3 PG2$ pC So 2-56A. 7-SPA. 2-SeA, 2-504, ' 1--5OA, Z-a0A, 4-so Prs..NEL G1 t� oKNGcT�t) Lam) 31 -2 5 KVA c48oV = 31 X s 2'= 1.1012A. 1 - 37'/ VA e 460Y = 1 X 45 = 4s A I. 150 KVA @. 480,1 = 1 )(tap = 'Bob. 183'7A► DiVEQs1T ( 400/6 kg. 1354. TI'2 1251<VA. (! Z5 1<VA T RANSF. PaDE.S'TAL 2.- 30A . c,'� 120 d. (TYR) TI5 150Kvk pMT 480- Zoo/IzoV I c 25ETS 3-3Sc*0441 4+10 Itd Z-3"PVC (aooA,2P, GgI Ely 3 CA 4 GC-,7 , GA8 lik tt LT.. Ltt 9orA . . ♦ ‘ . " . t \ 1 Pta L. G- ! PNL, G-2 G- co M tv1 ! R C1A 1_ IDQG KS ZS tAVA TRANISF. ' �, ' r TRAN�F, T 1 Ca TYPICAL P1ER-,.OAMP,I2OV. CKT. WIRING • co 0 Na m0 QN 4 0. PANGt. CONNCCTED toAD 12- 1ZEcPT = 3G0/' eoa tzE-c'T = -mop 108OA D1V 500r0 X. S T'14 54oA PEDESTAL- ( TYP, ) TI7 $ SYMBOLS. sYMf�aoL G01,45 Ng71bN : MAIN PANEr-. SIGNAL CA5104ET5 PAD MoC 41-CRANG�oRMER`1 'P12o'CcEQ C► F.t L, Co PEQ ESTAL p tI✓rz.=72,X,MSFc MEQS 25 3-11e, kVA: PAD. MTV. 'TRANS'. 75 150 KVA ra 0 61 } i" 7-$ ,4 e,.. " t C.©NDu1-r, , evc 'RovNQ V'IRE ' f I) I� I 1,1K .'(,GIRcurt 5R'EA14EC ), POLE rn -rR AN C=r' R' Ivt Ef JUNGT,IO,t\I I3CX t, PVC. ' `I n 1PLI-L SQX-,-.ELEGTI IC�AL ' pULL brayC r JOB No B 3202'' FILE ARCH. 3-28 1 a cc o w w cc a• Z Z � J a gt:t 111 E W 2 O� ILI 3/I" CC 1.19 LI.! MAIN FEEDERS ELT, FE DERS To PI 14DP.E'NCI-0 OF . Iir I I !1:1 : �_,c)I L.cJ L J • L. MAI N FEEDER./ I FEF-DERSiC1' PIER REPRO PRODUCTS , 4 eI. 't T;S I 6 s MDP ENCLcSr,}{ �----,�- 5 -2'I4), PVC .SIGNAL. I 1 s I ED E. VIEW N . T, S S E c R ti T Y--- { SlclW & f SIC{1.1ALk I I MDP b001z, Nis TB L_� P4 o N E CAB. SEc u R+T`{ . c, TV.; GAC3, •51.c.U1R11 `( P/�G1 N G, CA13. T.Y AHTENNAcAe. 6 6 a FIRE ALARL.il , CA,IM)T CAEDLE TV, cA+3, I r✓ L� P-4o Id. E CA2>. 5-210 PVC, W.I'NAL M.D.P. 8, SIGNAL -COMBINATION ENCLOSURE 1RFVIEW N, T . � o T 4 IO, MDP .(MAIN DI TR.16UTIc» 'PANEL., SHALL f3C: IIJSTALLED I NA11Q N WEATHERI .f-�ooL= • (j FZ.e NE,1VL BM; 0 SEVENA .51GNatL ENCLco SURFS SI-%ALL e)e. 11`1ETALLED bE1-11ND M A P; .THE ,fie \JS B A L L 8 E N E N1k A 3 iZ �Nct:n 5V RES 1-1ALL,C' MADE ENCLOSURE s I zES: P 1 t1z. ,e. - 8i- (`t 4-4 3-0" W x -3'- a PIaQ 13.-8`-6" H K 3`-o"w &- (.' H X 64- Q W X 3'.p„ o c PLA.sT(C o12.'-EIk3�Lc-�LAs� hIEZ D- 81-0 N,X 610 W X 31'041D P/ EL ©Ca MTP ..v P..l %Q.• PIER. E.,-8`-4"H x 5'-o'w x31-a"O.. 1 F - 81-4 1"L K 5.-0"W K 31'4a D . . 11 • F 1= +t ,r ' 11 P l a tZ GI 91o't 4} X d - a'' yy K 3'-a` 1 D . it G c, TELEPHONE SELECTOR PANEL, 1': O CALL SteNAL S`(STEM PWR ,sc)P HOME -RUN To EA, 7ELEP140NE HANDSET --- 2 PR # IS (IPR SHLD) T (P. PER P}-IQNE . T.LEPHoNE HANDSET W/ARDMoRED cA5LE IN W EATN-Ek PR©c TELEP44ONE• I~I4USiN , pool< MASTER PHONE . ' 1! TELE.PI=FoNE b E 451< y ca W Lu r) ane < N44* ?IAN ._ yNo 7rtor Ta S•f 5TEI✓j PU coNTR© LLEIR., SY T.EM OPERATION : WHEto. PIER tAND5ET (5 R MovEr) EF oM 114E. C.RADLE, A -TOME WILL s©OND AND SWITcN L.AIYSP WILL LIGHT AT Dock M4ST=RS oF1'IGF. A RIN€ TOME WILL 4-BEARD IN THE- PIER HAND>'SET UNTIL THE CALL I S AC-14 NowLEDGED, ANY NUMBER OF PIED 5TA"TIoNS MA`S IMULTA- NeoL)L'( co MMUNI CAFE W/ THE DoCI< MASTER. WHE.M A PIER "'STATION is ACTkVATED `A 5[ e N A L s F A L L Cie � 1 N `r- "i"© Ti' SYSTEM PV T =AL) F... THE. PRcIPGR cAM..4 A To [6E VIEWED. PAGING TELEPHONE SYSTEM JOB No., B ,3202. FILE, ARCH.3-28 ,__-__ 0 0 "« i3°i: 1 I lil 1 . 1 I n 1111 1 e Q 1 q4 2" Co" F112E WATT R 4 III1 11j1 I I.11 1.1 I11 111 n 4'-0" 00000 O 0000 O 0000 SECTION SCALE., .I "= I'-0" 22 24 14 --- 2" 3"05 ati a a b4 a? AZ n 00 41- q e a a Q a PART PLAN- TYPICAL PIER EQUIPMENT INSTALLATION SCALE: 3/4" = I'- 0" .Q, • • ,;.• Rosa GAP,. PLAN WITt-laL)7 D c.t<' �. NoT SHOWN cDNN . FRom-DE5IGN.1AT'Ei7 P T7t=5TAL TC. EA. t-"T;,sEt~ 'H; E24 3, NOT 5- Q1n►N CONN. pRentsel 'D'E51NAT ED ?E.'DeSTAL Ta 1-ADDEta, t-T, stsN c N P1N C ER EQUIPMENT INSTALLATION SCHEDULE NO. DESCRIPTION REMARKS NO. DESCRIPTION REMARKS TRA.NSF'QRivtER 6 1<VA• So At RcUV ) t8 StNAL.. 12"4 ) PVc TRA,NFcFeMCR, 25 )<VA. (3d A. G\PculT) SIt\JAL 1 2 c (c. c,.T.V) PkiG PA�tN 5Ec0P rry pot..rl=. (eevs -t 240 FT, o.c,) Gc)NputT 2" ( Ft RE. f.l_.AR M SYS.) Pvc , PCDC` T/4t_. (Flit M zYS,-= 0 GUE.R`( 2.4'0 21 Got.trDU t 7 FtPe/�L4R�t5Y5. PVc, PEDE.c. TAL LTa SEPvtcE UTILITII= E . 22 Cc t UtT ` ) "4) (TEL. GATV, St=RV.) PJc. ELE.,C.T,, PULL L3Qx, 18" X 18" X toII PVC, C W,P) 23 t_C3aW-SAD to SiGJA...) du NcT ION 0 X ,.21 It X 45" X 8" , PVc, " L" cONA V L L T v(aR Peg, coNlou rr S z.E) ,P+/c. ELE-CT. JUNGTf©N t3ax, ca'x fo "X 41' I PV6 F.A. , JUNcTtoN Fa DX , Cr," 4't x 8- PUG, 0 EL.EcT �c JDL)!-(' , 3cp, PR1. , PVc Q II 1~L EGT; .Co tt.100 T (PR 1. ) pt#, i,A„) PVc. 12 PVc O E.LECT,.0 Q.. 1,DutT,CPR I . ��,'c ) PVc 0 14 Co�tatatT (sac.) PVG 0 15 PVG 0 :5IGNAL2"0 CONDUIT (gA,T,V.) PVC t.�NJ P.(-- 2''cp CONDUIT (,TEL'.SaV,) Pvc; NO3 ®N co NI CO o� Z03 Ul z 4 w cc 1 w REPRO PRODUCTS f PTZ CITY OF MIAMI CITY HALL 7 PT-z- F Lc:DA-TIN rD c 5cDt L flIN 0 C,0-2. -.t\ACL,o6t..)RE Oc:)(:DIR ALRM I FIRE POLL ft \NEA\MER PROOF ENcLoSURE- vq/ WEATHER PRenoF \ArA( t-koRN .E.REVoLVINCn 6EAcort Si-DIREcTtoNAL wEp\-7NAE.RpRooF PAcvtNG 14oN wf \AIT\4ER'F t.-}CD'N Cf....LL STA 7t 14 • SAME A Ae)oVE: buT \;‘// giftill cc -TV ( P-TL= v\i/ PAN , TILT, Zoom) Ulj up: Mt 53 ME= gt• C 14. , 44. ett PTZ. JOB No. B 3202 FILE ARCH. 3-28 z n CO PA-21, PA- ri2 PA-1 FA- 1-5 PVc (T`(P), E a IER c'Ae.; G • IE r, 0 II Bei .i 0. ;di JOB No., B 3202 FILE ARCH 3-28, d .z , REPRO PRODUCTS , Lrt v..r�W.aa:t9afxc...�v.�vzrnri.'�:•.s.�.i'.n<w'�;c'.�.r: �: v:'° ir�'w'.xswr�^.�•.W�'�'.••• .�.5.' ....- w z J a_ U 0 V.` •m • • a_ V a u a. 0 • v n: • a, P I E R 00 a W z H A a_ ti a. JOB No. B 3202 FILE ARCH. 3-28 Yd ah gagenWAT oar w Cfl PonQ4 Fo -a�Q BIMRL N 4, U) z 0 u) cc ok, 14. REPRO PRODUCTS ► 4 a. c. 0 -a 0 • -n PD -49 PIER °'D°' REPRO PRODUCTS a r- c a_ co a •m N N C a. 0 d m nA a ro O 0 a D 1 ► a 0. 1,► JOB No.B ' 3202 FILE ARCH. 3-28 y VI W It pow A. ll! M y r ►,w(r) "' '� 0 ' �'_J r" 02 aN mosso O.2 REVISIONS CNtn PE-51 PE- So PE-49 E-48 Z" ` PJG.(T'( ) REPRO PRODUCTS PE-47 2, - eci, PVG U J tii N Pe- 41 PE-4Z 2-Z"43 PVC n. L N co 0 N tJ 0- cL w a_ 0 0- N C 0- N 0. c cLn w ■ -ta • ai z • • • PE.- -0 PEw44 --0 PE-45 m P I ER " m 0- m u c 00 c 0- R JOB No.. B 3202 FILE ARCH. 3-28 PF- 4-, F- 46, PF-45 pF-44. pF-4 3 N a pF- 4 2 . PF37 PF-41 pvc.TYR) 1 Q 2 - . z" ,PVC , ' CTTP0) • .L PVc,..0 TYP.) P F-39 P'F-4© in N 0 11 0 In • rn a tL P I E FL, a a 0 C d lnL fl JOB No. B3202 FILE ARCH. 3-28 4410 w . ingszet, W M (10 wIM..' luso�QO: N N � '611.56. REPRO PRODUCTS Ps- so) PG-38 PCy -37 PCB-3Ca, PG-34 i:...•;^"i,•"'',"'riri,_;. K�.` :ai�'!';.:'iM.:u :.::".:..�:.e"'�'•'"4 '.:.'';;.*'r^:"' ic"":?�;'�'.e ..• • ••� • h Pay 29 2 = 'Z'14) FAX LTYP } ti cL 2-0 0 Q E R J • JOB No. B 3'202 FILE ARCH. 3-28 12co V, - 2c A: 6oAT "AMp 211 • P✓ G FACP PIER GATES UNLczcK, — Hc>RN c,oNN. 2.0 CTrtP) E EACON LT CpNNECTIQN Vac' ScA, (T`C P) �0, PC -a 33 PC-�25 0 PC-t. 3I e.. ► 1114 PF38 aC o C PE-2Gv PE-40 PE. 37 PS -25 PE-14 ©4 Docl< MAS-TER GENERAL ALARM STA-I-1oN T4MATRIXSWITcHER ALARM INPUTS PER "N T© GRAPHIC ANNUNcIATc' PER. SN. P A. ZottES t( pts.R fNITIA-TioN t / PIER StC3NAL- H C IX a Piz-2cp IFT PD• 20 0 Pc- 'cS Pc-28 Pc-40 0 Pc-5 F:...1:RE.:LARMSYSTEM PIER A PIER 5 0 P1 ER, C 0 pED-24 P5• 12 1_o VAC -Pe.oesrAL DC 0 BEACON G SYs, PA- 4-1 PA-2j PA- 13 PA-4 PIER PIER E. PIER F PIER G 5 $2 PQs 2 -r cAME.RAS : I RG11 , 11d V tie cc GALE, PER CAMER.t4; . . REPRO PRODUCTS pocKN4AsTER MATRr> VIDE© .Svvl-Tcl-IER W/ Vlt c LINE AMPLIRIER McDOULE� FIRE ALARM E ME.Rta.:cALL Co-a..5W(TcHES PIER ENT.. SYSTEM GPI.) MASTER ALARM VIEWING-, ?-" DuAL v,11 APHIo ANI\tuNGIAToR C:L..RITY SYSTEM 17 I 1 " PT Z. PTZ DEDIC/ATEA -n-1R is Pl ER Sue)-CO0TC- CLLER F MULTI LAMP, HIGHINTENSITY PeVDLVINe bEAcotN -- 12O V- AC WEATHER PRooF PULL STATICI4 ENCL.,050RE < WATttERFRaoF HORN W(DoQ13LE PRoJECToR O PEDeSTAL. c12oV. soLRCE PA-13 lDENT 14='I CAT I oI.I NOMe,ER JOB No,. B, '3202 FILE ARCM. 3-28 gatPGi e.s ae Imo '• �"r dth ) wc`rs 1an cr N 6,4 co o.N2 • PIER A Q C D E F G TOTAL GOITR O L UNIT; RE ALARM EQUIPMENT..."SCHEDULE. MANUAL PULL BOX 3 4 4 'HORNS: 5 4., BEACON LIGHTS 4 3 4 4 5 4 4 30 cc.52. ALARM 3 4 4 5 REMARKS NEAR HOLE CAe3., II i Dc)c l< fAA'TE. R, 5TA. Cci) BOAT RAMP PAGING & SECURITY EQUIPMENT SCHEDULE PIER A B C D CONTROL UNIT C.C.TV. CAMERA 5 (2 w/PTz) SPEAKERS 8 12 TELEPHONE 4 4 1p POLES 5 4 8 REMARKS Ea. ' P L . Lt 5 . FaR I_ cs c ess i r 1 caN"tROL UNIT, 7C,M c,c,T.v, Ccal.)TR-oL Uk11T. FoR TEL. PAGING II 3 E 2 f4. 8 8 F 2 ID 5 I1 2 3 ep 5 !J. I I 11 TOTAL REPRO PRODUCTS IJr T© S'r $ TEM CPU FIRE ALARM. 2.4 CARD CPU Cow in PPINTER Q CARD a L II;DI ER GATES a. 4� L F G F N, D= 'c. & D READER I .NTRAN ca MQZ'I©N ©E.-'ac'Totom. JUNCTtoiy Lac 4 I < C 'S' GaTE SUPPLl R), Lc7 c 1 p©we R SUPPLY) 1 30 VAC AT ©1 ,,,1C NA-rEb Pam.!7 5TAI-.. 4 IRE -A DER Lc) p 18 peT, PwR , 1 4 4 IDE.T. CGUTPUT # 1' 2 FA, Locl< RE'-. ..12 13 EA co IN (Rc�) Hoz M MANUAL PULL fbo'x FIFE ALUM . RI PI;.,,NG.AR \4c GAPINE-rt AS k.40‘A/tNi cN PLbats D1 cK FIRE ALARM SYS. MTG. DETAIL C,C.TV. CAMERA,, - ���- � 4;GCW3ULE TNI6'HEET PAeI M SPEAKERs-- N•i',S. P C�INCB 5Y5 TO-Ept•401JE W/ 13ox, ALUM(N*. M Iol-0' HIGH 111 • UNV SHIELD -- PLCWER. I 0 PAGING & SECURITY SYS. MTG. DETAIL T.S. 0 ADJUSTA13I-..E -f AD f RAcKE"T MoLNT. t r rT JOB Nor B 3202 FILE ARCH. 3-28 y rr .uJ t oti cgC 0. co 24112 1/Z E PVC i -F1NSER PEER. LADDER LL Co NZ~C L t D� t?_ Ll 1 N T� a U H LIFESAVER HANGER- Zip S.S. _�, ,r�..CLa�a.ES'( ."..>'c-.c �sTA�... FEiv WID -OTHER DIMEN- ' t.. •�•�--- -1 TYP SIONS THAN SHOWN TO SUIT CONDITIONS CONTRACTOR TO ,_p SUBMIT SHOP DRAWINGS PRIOR ,- C° TO CONSTRUCTION -TO BE ATTACHED WITH TWO 5_S, SCREWS (FLUSH HEAD) NUTS A WASHERS (3/3 4 ,. 2 #IZ - �/z." PVC MAI t t PIED "LI I LtJ Fi!�1c-vERPIER FINGER PIER -TYPICAL SIGN WIRING SCALE : 1 /4" = I`-0" SCALE: 3/4" = 11-0" r1� LADDER LT, SIGN, NN_ LADDER (TYPEc.AL) LIFESAVER FINeER'PIER SLAI5 LT. 51 G N 2,"41 PcDLE ALUM" In FT. HT, \MELDED NIPPLE, THREADED 1=©R coNDDLET, ALUM, c" DULET, E�=Ord 'Ys" cow Du , PVc. FiNG'E.R F E.R MAIN PIER ys" MAIN Pi ER SECTION "A-A11 SCALE : 3/4" = .JUN c-rJO N E;.o>c v4/ tlu.p co'VE, PEDESTAL TO ZDA. tic i-i ,PEDESTAL, c-c)NDOLEf FikNkkr-:=P PIER END FAR I/2," cp PVc L-ADDE-R • SECTION "B-B" SECTION "C- SCALE : 3/4"= I`-0" 11 /z"4 pVc Gc�r.IDU L t=T F"ow" 1/z,; ccaniDut"'r , pvC. LADDER JOB :No. B 3202 FILE ARCH. 3-28 REPRO PRODUCTS Ein Izt w(-; Qo «tr. .NO Orc2Lcn=EN .. acv2 0 0 -. . z • it:. MAs"tE R 'ALARM VIe.vgtNCB ATLAS APC-SOT �TYp, tERY LOCATIot4) tjo AT. RAMP .1PR f'ICa Tw IST'EQ (EACH PIER) 3EE;' NOTE "TELEY 158 M IC' TO GP ' • PAGE cor�TRot~ I: TO.MONIToR PNL. Cl's\tP. EA, R►5ER 7 fS`CEM M !>c P DOCKMASTER EQUIPMENT LAYOUT S�sTE M MONITOR PANES_ 170A. MP- 93'2, To MoNIToR I-, ('t" (P. EA. AMP) SYsTCM SW CHAR i o SEE NIoTE 1j AMP. To PtEil a T EAfe..r.ERS TYPICAL.P Nitamm TaA. t4-0IF PAGING SYSTEM tLLOM I NAT�D N , MTD, ais WALL n T E • TE. LE. PRoN E, AND AUDIO PEAKEt t S-('MPiaL 5Hc WN Is FOR LOCATcN' . r ' _'44 FAR DUAL SPKI�• LocA`rIoN5 AS DETERMINED FROM PIER !-A'(QOT t7R�,w,NCS: ADP PRoPaR NUtr113ER ©F SPKRS, c R EAC+ R1 ER. 3. ADD ADDI`Clc)NIAL PICK RtsER 55IMILAR To MAN CAR "A"W/ PRc PE.R NUMI ER oFsPKR 4 FRC:'4 PIER L A ( -)T DRAWtN,6 . JOB No. B 3202 FILE ARCH. 3-23 661 tgiri w cee W M Zci = r wuJ S QL] ea r W � CC WI Q CNJ PAGING & SECURITY DETAILS REVISIONS REPRO PRODUCTS N o REPRO PRODUCTS 00 A EXIhTIMCi -co. g MAIN -- GoN'rAGT uEL rUEL. PUMP 60-1E.N,LATi6 TYP. EA. PUMP .32 PG. LINE IZEMOV GI Z ApE //? 5/& ce X LQNG� Gupp5g GLAD R4P. FUEL. 6Eg5 1-4ANDI-loLe. i.J/ 4 IZouHr2 L U IwA,E. 6©YEIZ '^\\� '"/- - - A e : o ("---- C.,oNnuIT 38tt MIN . GOVI g. ANGI-OR C,01-YS NuT� er IJAsi� l� (clALVAN I a I.I7). 4NGi-10a f►aL-f 6IZ5 ANp pc.-T' GjZGLS DiD„ (Ah peg PoLs MANup.}., De -TAIL- - POL- DETAIL... 4 To pA1'- E L �-3 REMAIN 1-1 �i- f2eLockfe 6x1$1-; 10.. REMAIN . RELocATE, ReLOGATE. EXiS'fiN0, JOB No. B. 3202 FILE ARCH. 3-28 4: �ie?re�.��t�lrta.L•.m!dd"srua:,(k:�,ef PI No. 4 (4.i GPM) one REPRO PRODUCTS EACVFLOW PREVENrER - CONNECTION DETAIL (Co.E3 GPM) VALVE Box 5ELENGID 4. GATE VALVE METER 4. METER I3oX ,zII le" WATER I'•'!AIN IG (� 4 �/2 A.i�4n # +� 3/41I e 1/2 a) K K K K. K 14 BISCAYNE BAY I'/4. (f Co. es &Pm) BACK FLOW PREVENTER VALVE PBX, SELENo%D 4. GATE VALVE , NEI.i 12" WATER MAIN CONNECTION 'DETAIL_ (N r. egg STA. 2 +leo 6 /L "E'! NEW PIER "F" NEW PIER "G" JOB No. '.B 3202 FILE ARCH, 3-28 r, REPRO PRODUCTS • M &T EIZ (23. GPM') 21/21�..': GPM) VALVE SOK 8.8 CZPM) 3AGK-FLCW PREVE.N-rEg 12" WATER` MA!'N CONNECTION DETAIL TYPE. , ,SHAPE RAIN -BIRD MODEL: NO. DESCRIPTION OPERATI NG' PRESSURE: (P,.S:.I.: ): DISCHARGE... ,, .(G.P.,M.)' ' RADIUS (FT,) INLET . (IN,• ),, A:' ® 2800A-FU' ' Impact pup -up 15 1.40 9 1/2" B 2800A-HU .Impact Pup -up , 15 ' 0.70 9 1/2" ' C. L 2800A-QU Impact Pup -up 15, ;0.35 ; 9''..'. 1/2" D ..4111 2800A-F' , : . Impact Pup -up "15. 2.80 12 .1/2" F. r."' 2800A-H. Impact Pup -up 15 11.40 12 '': .1/2".' F : <:2, 2800A-T,' AmPact Pup -up ' 15 .0:93, :12 1/2" G L,. 2800A-0 impact pup -up 15 0.70 12 1/2"' H 2800A-EST ,Impact Pup -up .15 : `:: 0:60 .. .: ; 5x16 '1/2" .. J 2800A-CST ,.Impact Pup -up 30 1...30' y. 7x18 1/2" . K', NV.' 2200=H. ,Stream Bubbler 2.. 1'.10' 3., .11/2" PI Nc,. Co JOB No. B 3202 FILE ARCH: 3-28 0 Il) w cc 15 E O LB uj LIJ g n 03 REPRO PRODUCTS E.. ' - _+_ 112" , I" k" I" 3/4" 3/4" f/ 2" � �� I 31�Sv1�� 2 b I, NEW 1211 WATER MAIN 29.05 (G.P.M.) 3" (84.8 G.P.M.) METER BOX (G.P.M.) VALVE BOX AND SELENOID AND GATE VALV E 33.20 (G.P. M. ) EXISTING SPRINKLER SYSTEM TO REMAIN IN THIS AREA CITY OF MIAMI CITY HALL �--EXISTING SPRINKLER SYSTEM TO REMAIN IN THIS AREA 3/4" NEW PIER "C" 4" (197.30 G.Q.M.) (29.7o G.P.M.) NEW PIER "D" METER BOX 2 k/21, (52,70 G.P.M.) -2t12u (GI.7o G.P. M.) 21/2'r (53.20 G.P.M.) VALVE BOX AND SELENO1D 'AND GATE VALVE (TIT.) JOB No. B 3202 FILE ARCH. 3,.,:.8 POP- UFi' SF:i:kAY = SPRAY REPRO PRODUCTS ' . . zora a (col. coo .PM.) ) ZONE + 2) , (aa. ao G.P. m.) —4' METER 4 Box ZORIE 4 3s,.4b SEE CONNECTION DETAIL- ELOW , N ...4...... , ' -47...• *•••• ' ' \ \\,.. , ....-,.. ..,...„ ' ) )74:-. "•••• ' i .)' \ •:\ -... „k......,...,.., ...„)....,.....„ .,,) • ..„, )) ) \ , , .....„ ...... ) ... • %.. \ ,... \ \ ).) • ‘ JOB No. B 3202 FILE ARCH. 3-28 REVISIONS o z ellillIN111111111.1111111 w a. 4‘. ) 0' f I 7 BRUNING 40 107 46200 1' CK. DATE /(Tay DATE BY HARKf !') \ \ \ , • , IA 9 j 1y' ;1 \ di / 1 41?: - 1 �� 1- r f g, I. a /L/n 9- 3-T A. 1 r to 23o ' I • 6 fL r',,c. tf ie f s - /---..s\--" .. / R'Ct;;'r.' i 'PIE%•yr4:.i17 cif Jh 3 1' �ts .r''f.7 f % � • Ni "'^'` PVC. 60 dic� t .22 5- 4".-411 F Ail /57 chic f (1Y i' M1E PIP'/12 -efa tG' 'a t ,46 r ± /e enc ere _/ az/4 i :. tr~ b Q 1� 2 OF 'C �, .'..�3: - ` GG 1w ) 2' cf-oen SlQekt/#3f /cir-b n� 7+ l27 I ` c S .7;)Qrl.J !¢!"i #ion-, / r r e REV:S1OHs -4. / 2 .3 Pa d 6 R S ©l= 5(6, t Paofr T d U DEPARTMENT OF PUBLIC WORKS CITY OF MIAMI, FLORIDA JOB NO.2-.3;?0;.=;1 r7r.': ^f SHEET NO. S 4r� 77 e%•?4r /r/ferg ca,s / ? ec e s's-r r y TG ,41 /ri / f7'r / Ze fiend 5 /r7 4 'der. . Pior‹:' K/m' Tree .DUG /5 L' W if, Y 2- 2 PSG candu/,4s' w 3/4Q rig w.4 G Q r Gca. /e 5 1,80 F/aG 7o s e ri t' ''s i r'{Afe ' (ec:ia rlV en' (Poe- / a rF //Sd 1 /1f4,C r6cGr/Are •- t Fu rt-!r-e. PCrrae : foca /IQ .- 415 Ix IV6-1dA elrcU// 60-4.0.ief 6100 ve7 . .f9c .vp-e D 34 Z 'S teE � n 225 A op a' i-e/a ccr /e t 6"ea k� P"For Dockrrla s ex A 0 "4<e, 1'o 1.4/5 e x/e,td e rc.Irrs cue 4 - 4/o TrHW caFfi8r- C a1 k ra 5n/ecesscIry.. /I47Ur/f 0r7 U f /.5 r4'/. Qbr/ ar /`��jc7o'e. //em r`1 } TRA Al Dt`5.L rk/rr S DR. I"/G Cl rO/ 0 0 I.J. 2 k/V/4 o T, i i,,s ter .rjr= +Pr- G7R7S Joao' b y /-t� ,G £ tic ts Drrc 5 JAL! /.J °°°1111116111.1L 2- 2/4" COI-7 S/' AD 1,4 /I 60 E I See S'4 ed. 1 Ca dr/c eve a end a t CC/ r/mL1171Ga7 /4"n s 5/rad,# ss Ml - 6-6 Q/a6' (L. Drumw /c474cr7/ (I- �/ rro + ( /0' /TI'o ,)1 ) TC'dc Wr] 7;:.v/7$#',r`, 'ler- 21J' kt7/4„ .30, 4 ay. )4o 2.03 '/2 7 4.7 , 0child op.- ra' d //er/r- no, y T214 22S q we mer 5,4/cfdt 3`x c rete Park (P'r i Ads► I/ rye //r,41 4) 4-2/z" eor/da/)43 cress.' /4710 �rQrr r"/rxer (`3 5 tee" l (Par 0 ( A chi e /i : f ite a .J 5 trokM ER ARE ir 0 0 D41C V)W fir. i Brco is 41-5.8 gas/f S x8' x 4' deep J,vv irrr A:.. cover" base slc 6, (/,r'c h ,e)f6lS#e-,,i) / CK.Cdr.x/.:r- DATE Oa y (.° Pad IF' (Fa/arm Duo's 7T t� LidsI',S Duds a 0 , .Pad 6 (Dir.n, . ► --- A 1-1 e r C o : TRA 5 FZ MM ER ie CA 2- Scak / •` Jo. fop Q Fu7Lare f r`"ara s ror'r Jrf pone/ by o/hers, 0 L 2'1dc �fa,�r S ife 411 ca6/e-, �ran 5Crrrler) chi /rr/ns�orner- a.:d p d� /0 6e rein-i)/s/icrd ar7d /r;5/a//ed c/ >r P e' c ery For Do ..k »' s /4e r- ❑ (Fic e a s "l e /ed. I r ,-0"-; 5 7+el r" rtr e s are G Q ,rw eG I4e. d /'.0 .5 4 rr/ Sri e iker- a5 C/T /7re..)e t4 4 d w,J/ 6e /ea I�'d fo C//,r. 1h/5 /rI5 �p��Gr /are I c7 0/e4crei e i'o 5er�e �ah•e p re/c> 0 s e c" n e r.� IIIf/fur/� rc� w�i�r. r 5 ex le d&d �roria Me crese/7// d e� Pr-e,ry, 0r,r .2E ❑ t- T/re s/e,pdcm, •i r%e rr sre "H ar',,ra+ r,,/ (22- i/4) r /l 6 rur}'lisJ',cod and i// s a//e{.6 os par / C. .eci t.tr //ere) . NO TE -. Pe/ds wr// 6e. ,pt,0"► nd : n5�.0rlec-1 4 y F Py11 L. Q :I/ e #42�C% P . I G r /n4 / e. a r% af duc1's es," a ha ye 5, cc"d e• DATE RY MARK REVISIONS DATE EY L MARK REVISIONS JJ � s v..5 r � r Jr r1 e 51" DEPARTMENT OF PUBLIC WORKS CITY OF MIAMI. FLORIDA Lx/51L/n9 SFr/r7//S l6e r-rrr� o ✓e d % { r Ee /s /17a Sry r/rr 4 /F r fie. d 1'0 be re. /e op-7 d re/a.•-/ed by CVy IVei4./ $%or.r• ter /ir7 (x/srl/r21 `x' 24"r4 bean, 7/V /G.a/) r (( / S 7i/ rt, / MI rtG N. Prop 0 5e d Cora 5 74 r u c 1Lfc rl ,. ,..� SCAL": ,Ia74ed PLAI(- SPRIG ,,i c a i' /�� r E f Sys r em 5 rie_ Ai 3 r/ •/ �/ r id' [ �. r-O 5I4 - 30 (Iy 6x / s �/r'1 '. s r/ n // l c. L0 6e re 1oca d iielopte raet,ti sIa `-�- D/NNR kY t/ / :c Al 4 EL EC rP/CA L. /MPvEML/V T" 5 -- JOB NO.B-32 FILE NO. D.4 250 Smarr NO. 2 OF d SHEETS Sr • BRUNING 40.107 46200 �• d f),- / 4- i• • Da c r BAN K J GQ is / / - / 1 0.l fri3G Irl i Reid s� r • ; 7L EL EVA T/oN �c a/& . ic' A' 1 s -d I. -� 4/1 fN ea/ Look: ' Je~F E L)YL£ rad"5 se / /17 Cl?r7e r e•ie - 4 •x 4 " p /s • be t'T'o ei-d 00 34 r 1 DR. Picard . �i � DATE /ir-Idi1 5 DATE _ BY 1 MARK REVISIONS 1 DATE sY MARK, REVISIONS £i_E VA T/C;/'.i Sc le yer.,- " DEPARTMENT OF PUBLIC WORKS CITY OF MIAMI. FLORIDA • e T e.„,• C' /t l7 •C- . OO ,- Q 11inr7s .. keive ECTIO / � Yee De Iu/ 1 04..•cf 1r) lam- /q rle✓abet/t IO TC AI :2„:„.„issiee 1f ,lirc.l o Cry r0 /h tr/e/a 71/6,1 (lee NO le A rr r'GI Ce~ /' ' e/AI si4..d� @.� /G (2/1/. nier/S FI r it.) 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C0/3i20r' ❑ATE Ida 23 DATE BY : MARK Pei.ratd J l e(.C)! - EX!S/4tr'y F: ;:'c% roc ,4. 74,4/rix_... 0y/212/ 4,/f / ;.II/r19 s) REVISIONS •. • t DATE C4, Ale rye • �1\ a ... d i n ,y f 4 - Cr(' hc�'Q ,-.0c. lc. ,1. r .4 Poor ,fc4lt, Wz: Llv ! c ' (' h of T Sr -'',:J r! ) * .' 2-" (/Qf7 5/) /) 2 EY MARK .! '4-11; • t__ • . . i. T• . �� /e • See /Vuto ZCN E G -r 1 C] r 4 - 7l -56a/z 3P . /Cr).. REVISIONS t /0 yc 2 i r) DEPARTMENT OF P'UEUC WORKS CITY OF MIAMI. FLORIDA /rJ y y1! c4 FO 7/,• 1' /' ,;71e' C Mfrs r4,rr ;) F • •f 0 • !r ,1 r)/.1. t';! - .. 1 4 c 'i t 4 "sfa,b A4,3Lam. I e. w t CCJy?. X/ 5 f. y►� x l i F 0 U AI 13.A 0 .1 \ _-- - D /NNE 4/A 47/ �w 3/5 --y r-� • .1 .• 6 0 Plan i�. A L 8 x /2" 14,7 1 a,i 2J)c4c2 @ /12 17Z, =) E.)e of-, JOB NO.13-32a2,1 FILE No.%A:,Z5 1 SHEET NO. et 0 4 SHEETS f 4,1 Mayor DINNER KEY MARINA PIER 3 REPAIRS FOR THE CITY OF MIAMI DEPARTMENT OF CAPITAL IMPROVEMENTS 3500 PAN AMERICAN DRIVE MIAMI, FL 33133 CIDMM Be (n)M Manuel A. Diaz Commissioner Dist. 1 Angel Gonzalez Commissioner Dist. 2 Marc D. Sarnoff Commissioner Dist. 3 Joe Sanchez Commissioner Dist. 4 Commissioner Dist. 5 City Manager Tomas Regalado Michelle Spence -)ones Pedro G. Hernandez P.E. Capital Improvements Program Director Ola Aluko LOCATION MAP COASTAL • ,0•* 01 Alk- YST S INTERNATIONAL COASTAL SYSTEMS INTERNATIONAL, INC. 464 South Dixie Highway, Coral Cables, Florida 33146 Tel: 305-661-3655 Fax: 305-661-1914 www.CoastalSystemslnt.com TATE OF FLORIDA EB #7087 Coastal, Environmental, Civil Engineering and Management MIAMI, FL 1001E SUBMITTAL PERMIT SET M S PERMIT SET PROJECT ADDRESS: 3400 PAN AMERICAN DRIVE MIAMI, FL 33133 Sheet List Table Sheet Label Sheet Title G-1 COVER G-2 GENERAL NOTES G-3 S-1 SITE SURVEY DEMOLITION PLAN S-2 REPAIR PLAN S-3 S-4 S-5 PILE & PILE CAP PLAN BEAM & DECKING PLAN SECTIONS AND DETAILS I S-6 SECTIONS AND DETAILS II UTL-1 UTL-2 E-1 UTILITY PLAN UTILITY DETAILS GENERAL ELECTRICAL NOTES AND LEGEND E-2 SITE PLAN E-3 PIER 3 DEMOLITION & NEW WORK E-4 ELECTRICAL DETAILS E-5 I SINGLE LINE DIAGRAMS (EXISTING) E-6 ELECTRICAL DETAILS DRAWING NOT VALID I WITHOUT EMBOSSED SEAL T. K. BLANKENSHIP FL. REG. 55910 DATE REV DESCRIPTION BY 7/6/06 . 100X SUBMITTAL MRR 1/10/07 A SFWMD REVISIONS GS 07/08/08 B ISSUED FOR PERMIT JMB . . . . . . . . . . . . . . . . .. . . . . . . . . . . GENERAL NOTES: 1. THE WORK CONSISTS OF FURNISHING ALL CONSTRUCTION, LABOR, EQUIPMENT AND MATERIALS AND PERFORMING ALL OPERATIONS IN CONNECTION WITH MARINE CONSTRUCTION AS SHOWN ON THESE DRAWINGS AND SPECIFIED IN THE CONTRACT DOCUMENTS. 2. THE CONTRACTOR SHALL ABIDE BY ALL NOTES AND CONDITIONS INDICATED ON THE CONSTRUCTION PLANS AND PERMITS. IF THE CONTRACTOR VIOLATES ANY CONDITION OF THE PERMIT AND WORK IS STOPPED BY A PUBLIC ENTITY, THEN ANY ADDITIONAL COSTS INCURRED BY THE CONTRACTOR SHALL BE PAID BY THE CONTRACTOR AND NOT CHARGED TO THE OWNER. 3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL PERMITS NECESSARY FOR THIS WORK. A PRECONSTRUCTION MEETING WILL BE HELD ON SITE TO VERIFY DETAILS AND METHODS OF CONSTRUCTION. 4. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH OTHER UPLAND CONTRACTORS ON SITE. 6. OWNER IS RESPONSIBLE FOR OBTAINING ENVIRONMENTAL PERMITS FOR THE PROJECT. A COPY WILL BE PROVIDED TO THE CONTRACTOR, AND THE CONTRACTOR SHALL ABIDE BY ALL REGULATIONS AND PERMIT CONDITIONS. 7. ANY DISCREPANCIES IN THE PLANS WITH FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. CONSTRUCTION SHALL NOT CONTINUE UNTIL THE ENGINEER HAS ADDRESSED THE DISCREPANCIES. 8. FOR LEGEND SYMBOLS, REFER TO INDIVIDUAL PLAN SHEETS. 9. REFER TO UTILITY SHEETS FOR RESPECTIVE NOTES. 10. DINNER KEY IS AN OPERATING MARINA. CONTRACTOR SHALL COORDINATE WORK WITH MARINA MANAGEMENT TO AVOID AND/OR MINIMIZE DISRUPTION OF OPERATIONS. 11. THESE PLANS ARE INCOMPLETE WITHOUT THE TECHINCAL SPECIFICATIONS. DESIGN LOADS: 1. ALL DOCKS ARE DESIGNED FOR 100 PSF LIVE LOAD. SURVEY NOTES: 1. UPLAND SURVEY DATA PERFORMED BY HIGH SURVEYING AND MAPPING, DATED 9/05/05. 2. ELEVATIONS REFERENCED TO NGVD UNLESS OTHERWISE NOTED. REFER TO DATUM DIAGRAM ON SHEET G-3. 2. COORDINATES ARE IN FEET, REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM 1983. DEMOLITION NOTES: 1. CONTRACTOR SHALL VERIFY THE EXTENTS, LOCATION AND QUANTITIES OF EXISTING ELEMENTS TO BE REMOVED. 2. CONTRACTOR TO COORDINATE WITH OWNER FOR DISCONNECTION OF EXISTING UTILITIES. 3. ALL DEBRIS WITHIN THE LIMITS OF THE PROJECT SHALL BE HAULED OFF SITE BY THE CONTRACTOR, AS DIRECTED BY THE OWNER, AND DISPOSED OF AT AN APPROPRIATE FACILITY. 4. CONTRACTOR TO CONFIRM DISPOSABLE OR REUSABLE MATERIALS FROM DEMOLITION WITH OWNER PRIOR TO REMOVAL/RELOCATION. 5. CONTRACTOR SHALL NOT DAMAGE ANY STRUCTURAL COMPONENTS BEYOND THE DEMOLITION REQUIREMENTS DEPICTED IN THESE DRAWINGS. ANY DAMAGE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. TIMBER NOTES: 1. TIMBER MOORING PILES SHALL BE GREENHEART AND SHALL BE DRIVEN TO ACHIEVE A MINIMUM BEARING CAPACITY OF 10 KIPS WITH THE FOLLOWING PENETRATION CRITERIA: SOFT SOIL: 15 FEET LIME ROCK: 5 FEET DECKING MATERIALS: 1. ALL DECKING MATERIAL USED ON THE LETTER DOCKS SHALL BE DURAGRID 2" PULTRUDED FIBERGLASS GRATING AS MANUFACTURED BY STRONGWELL - CHATFIELD DIVISION, CHATFIELD, MINNESOTA (OR APPROVED EQUAL) REFER TO DECKING PLANS FOR SPECIFIC INSTALLATION LOCATIONS. HARDWARE NOTES: 1. ALL BOLTS AND HARDWARE SHALL BE 316 STAINLESS STEEL FOR MARINE APPLICATIONS UNLESS OTHERWISE NOTED. 2. ALL ALUMINUM LADDERS SHALL BE INTERNATIONAL DOCK PRODUCTS OR EQUIVALENT, 6 STEPS. 3. ALL CLEATS SHALL BE ALUMINUM ALMAG "S" OR EQUIVALENT, SIZE 15-INCH. CONCRETE NOTES: 1. ALL CONCRETE MATERIALS, REINFORCEMENT, AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATION 346, 400, AND 415 EXCEPT AS NOTED. 2. PROVIDE CHAMFERS ON ALL EXPOSED EDGES AND CORNERS EXCEPT AS OTHERWISE NOTED. 3. CONSTRUCTION JOINTS WILL BE PERMITTED ONLY AT THE LOCATIONS INDICATED ON THE PLANS. ADDITIONAL CONSTRUCTION JOINTS OR ALTERATIONS TO THOSE SHOWN WILL REQUIRE APPROVAL BY THE ENGINEER. 4. ALL CAST -IN -PLACE CONCRETE TO BE A MINIMUM OF 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS (TESTING). 5. PROVIDE MIX DESIGN FOR A CLASS IV CONCRETE FOR AN EXTREMELY AGGRESSIVE (MARINE) ENVIRONMENT. PROVIDE SUFFICIENT AMOUNT OF FLY ASH, MICROSILICA, OR SLAG TO THE CEMENT CONTENT TO INCREASE IMPERMEABILITY OF CONCRETE MAX W/C = 0.40. 6. CURE PLACED CONCRETE IN ACCORDANCE WITH FDOT SPECIFICATION 400-16.1. 7. EXPANSION JOINT MATERIAL SHALL BE ASPHALT EMPREGNATED FIBER EXPANSION BOARD, UNLESS OTHERWISE NOTED. CONTRACTOR TO SUBMIT PRODUCT CUT SHEETS AND SPECIFICATIONS FOR ENGINEER'S APPROVAL. 8. ALL PRECAST CONCRETE BEAMS SHALL BE PLACED ON in THICK NEOPRENE BEARING PADS. PRESTRESSED CONCRETE PILING: 1. PROVIDE AND INSTALL CONCRETE PILING IN ACCORDANCE WITN FDOT SPECIFICATION 455. 2. PILES SHALL BE MANUFACTURED BY AN APPROVED FACILITY. 3. CONCRETE SHALL BE FDOT CLASS IV (SPECIAL) FOR AN EXTREMELY AGGRESSIVE (MARINE) ENVIRONMENT. PROVIDE SUFFICIENT FLY ASH, MICROSILICA OR SLAG TO THE CEMENT CONTENT TO INCREASE IMPERMEABILITY OF CONCRETE. 4. CONCRETE SHALL HAVE A MINIMUM OF 6000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 5. ALL PILES SHALL BE DRIVEN A MINIMUM OF 5' INTO THE LIMESTONE LAYER. CONTRACTOR SHALL BE PREPARED TO PRE -PUNCH OR PRE -DRILL HOLES AS NECESSARY TO INSTALL PILING INTO LIMESTONE. 6. CONTRACTOR TO DRIVE A MINIMUM OF ONE (1) INDICATOR PILE AS INDICATED TO CONFIRM ESTIMATED PILE LENGTHS PRIOR TO ORDER OF PRODUCTION PILING. PROVIDE OWNER ONE (1) WEEK NOTICE PRIOR TO INSTALLATION OF SAID PILING FOR ENGINEER TO MONITOR TESTING. 7. PILE DRIVING SHALL BE INSPECTED BY AN INDEPENDENT GEOTECHNICAL ENGINEER HIRED BY THE OWNER. LAYOUT AND TESTING: 1. ALL CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY AND PAID FOR BY THE CONTRACTOR. 2. ALL TESTING AND INSPECTION FOR CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS, AND SHALL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY PROVIDED BY THE OWNER. 3. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A SET OF AS -BUILT DRAWINGS IN SUFFICIENT DETAILS TO ILLUSTRATE THE HORIZONTAL AND VERTICAL COMPONENTS OF ABOVE AND BELOW GROUND STRUCTURES AND WALLS RELATIVE TO THE CONSTRUCTION BASELINE. REINFORCING STEEL: 1. ALL CONCRETE BEAMS, SLABS, PILE CAPS AND CLOSURE POURS TO USE MMFX MICROCOMPOSITE (MMFX2) STEEL REBAR, UNLESS OTHERWISE NOTED. 2. CONCRETE PILING WILL NOT USE MMFX2 STEEL REBAR, SEE CONCRETE PILE NOTES FOR REINFORCING SPECIFICATIONS. 3. MMFX2 REBAR CERTIFIED AS ASTM A615 GRADE 75 (520) MEETS THE MECHANICAL PROPERTY REQUIREMENTS AS ASTM A-1035-04. 4. MMFX2 MATERIAL PROPERTIES: MIN. TENSILE STRENGTH = 150 KSI MIN. SPECIFIED YIELD STRENGTH = 100 KSI DESIGN YIELD STRENGTH PER ACI 318-02 = 80 KSI ELONGATION IN 8-INCH BAR SIZE NUMBER'S 3 THROUGH 11 = 7% 5. ALL DIMENSIONS PERTAINING TO LOCATION OF REINFORCING ARE TO CENTER LINE OF BARS EXCEPT WHERE THE CLEAR DIMENSION IS SHOWN TO FACE OF CONCRETE. 6. NO METAL CHAIRS OR OTHER METAL OBJECTS SHALL BE USED TO SUPPORT REINFORCING CAGES. PLASTIC CHAIRS OR MASONARY BLOCKS ARE ACCEPTABLE, PROVIDED SHOP DRAWINGS ARE SUBMITTED TO THE ENGINEER FOR REVIEW. 7. MINIMUM CONCRETE COVER SHALL BE 3" TO THE OUTSIDE OF REINFORCING BARS. 8. PLASTIC ZIP -TIES MAY BE SUBSTITUTED FOR WIRE TIES, PROVIDED SHOP DRAWINGS ARE SUBMITTED TO THE ENGINEER FOR REVIEW. SHOP DRAWINGS: 1. CONTRACTOR TO SUBMIT MATERIAL CUT SHEETS, SHOP DRAWINGS AND SPECIFICATIONS OF THE FOLLOWING ITEMS FOR ENGINEER'S APPROVAL, PRIOR TO PROCUREMENT OR INSTALLATION: A. DEMOLITION METHODS AND DISPOSAL PLAN B. CONCRETE MIX DESIGNS FOR CAST -IN -PLACE AND PRESTRESSED CONCRETE C. CURING COMPOUND (IF APPLICABLE) D. REINFORCING STEEL E. PILE DRIVING MEANS AND METHODS INCLUDING PILE HAMMER DATA F. FORMWORK G. SCHEDULE FOR COMPLETION OF WORK WITH TASKS AND DURATIONS DEFINED H. TIMBER PILES I. MARINE HARDWARE J. NEOPRENE BEARING PADS ABBREVIATIONS ALUM. ALUMINUM APPROX. APPROXIMATE BD. BOARD BLDG. BUILDING CL CENTER LINE CLG. CEILING CLR. CLEAR CONC. CONCRETE CONT. CONTINUOUS CU. FT. CUBIC FOOT CU. IN. CUBIC INCH CU. YD. CUBIC YARD DIA./0 DIAMETER EA. EACH ELEV. / EL. ELEVATION EXP. JT. EXPANSION JOINT EXIST. EXISTING FM FORCE MAIN G.S.P. GALVANIZED STEEL PIPE JST. JOIST LB. POUND LF LINEAR FEET LGTH. LENGTH LIN. LINEAR LL LIVE LOAD LRS. LOW RELAXATION STRANDS MAX. MIN. MHW MEAN HIGH WATER MHHW MEAN HIGHER HIGH WATER MLW MEAN LOW WATER MSL MEAN SEA LEVEL OA O.C. ON CENTER O.D. OUTSIDE DIAMETER 0/H OVER HEAD OPP. PVC POLYVINYL CHLORIDE PIPE R / RAD. SQ. SQ. FT. SQUARE FOOT SQ. IN. SQUARE INCH SQ. YD. SQUARE YARD SS STAINLESS STEEL STL. STRUC. STRUCTURAL UTIL. / UTL. V W YD SECTION DETAIL LABEL SECTION TITLE LABEL NUMBER INDICATES DETAIL ADDITIONAL SHEET WHERE REFERENCED SHEET WHERE DETAIL OR SECTION TAKEN LETTER INDICATES SECTION SHEET NUMBER WHERE DETAIL OR SECTION IS DRAWN 1007E SUBMITTAL PERMIT SET IDATE REV DESCRIPTION 100X SUBMITTAL SFWMD REVISIONS ISSUED FOR PERMIT m....... . . . . . . . � ��0 .... , .... z 0 k z r z DRAWING NOT VALID WITHOUT EMBOSSED SEAL T. K. BLANKENSHIP FL. REG. 55910 SCALE: JOB: DATE: DRAWN: N/A 220200.06 7/6/06 MRR G-2 2 OF V SHEETS HYDROGRAPHIC SURVEY NOTES: 1. THE HYDROGRAPHIC INFORMATION SHOWN ON THIS MAP REPRESENTS THE RESULTS OF MEASUREMENTS PERFORMED ON MARCH AND APRIL, 2005 AND CAN ONLY BE CONSIDERED TO INDICATE THE GENERAL CONDITIONS EXISTING AT THE TIME. 2. SOUNDINGS ARE IN FEET AND REFERENCED TO MEAN LOW WATER. 3. VESSEL BASED SOUNDINGS WERE OBTAINED USING A ROSS MODEL 825 SURVEY FATHOMETER OPERATING AT 200 KHZ. 4. MEASUREMENTS NEAR DOCKS AND SEAWALLS WERE OBTAINED USING TRIMBLE RTK (REAL TIME KINEMATIC) GPS FOR BOTH HORIZONTAL AND VERTICAL MEASUREMENTS. 5. HORIZONTAL POSITIONING FOR VESSEL -BASED MEASUREMENTS WAS SUPPLIED VIA TRIMBLE DIFFERENTIAL GPS USING US COAST GUARD RADIO BEACON CORRECTIONS. 6. COORDINATES ARE IN FEET, REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM 1983. 7. CONTOUR INTERVAL IS 1 FOOT. 8. DOCK SURVEY DATA PERFORMED BY HIGH SURVEYING AND MAPPING, DATED 09/05/05. 9. DOCK ELEVATIONS ON THIS SHEET ARE REFERENCED TO NGVD 1929. DATUM DIAGRAM MHW .14' NAVD 88 NGVD 29 MLW (0.0 FEET) M LLW REF. NOS. TIDE STATION 8723214 (1983-2001 EPOCH) DEMOLITION NOTES: 1. PIER EVALUATION CONDUCTED BY CSI ON 03/17/06. 2. DEMOLISH AND REMOVE ENTIRE PIER AS INDICATED INCLUDING EXISTING CONC. PILING. 3. REFER TO DEMOLITION NOTES, SHEET G-2 AL HANDRAIL WITH ETE COLUMNS TYPICAL WOOD PIER_ V• Marina 20 0 40 SCALE IN FEET 1" = 40' 100% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (24"x36") ›- m is% DESCRIPTION ii ill < COm IDATE �`� 10 0 non o COASTAL Tel: 305-661-3655 DRAWING NOT VALID 1 WITHOUT EMBOSSED SCALE: JOB: DATE: DRAWN: T. K. BLANKENSHIP FL. REG. 55910 AS SHOWN 220200.06 7/6/06 MRR G-3 z 0 1-t z P4 7 SEAL 3 OF V SHEETS Ar ANMENWIN AfaINNEZr .e■■■■zr .411■■■■5'd ../.i■■isir dtf ■■■Ritiv ■■■■F1,07 42111■■■7 AriAvomrow AP.■■■.f AMMErtolilv ARINEFire AFAMMEMO A50..M■■%e+v AFRAMENor AVANNEdiir 4.&-r DEMOLITION PLAN SCALE: 1" = 16' ■■■■■■■i ■■■■■■■i I I I I I I I I I I I I I I LEGEND DEMO AREA AREA OF REPAIR DEMOLITION NOTES: 1. PIER EVALUATION CONDUCTED BY CSI ON 03/17/06. 2. DEMOLISH AND REMOVE ENTIRE PIER AS INDICATED INCLUDING EXISTING CONC. PILING. 3. REFER TO DEMOLITION NOTES, SHEET G-2 100% SUBMITTAL NOT TO BE USED FOR CONSTRUCTION 10 0 20 u�1 I I SCALE IN FEET 1" = 20' NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (24"x36") m IDATE I REV I DESCRIPTION $ 1 i a o<m 0 >o i i 1 WITHOUT COASTAL SYSTEMS INTERNATIONAL, INC. 464 South Dixie Highway, Coral Gables, Florida 33146 Tel: 305-661-3655 Fax: 305-661-1914 www.CoastalSystemslnt.com z 0 z DRAWING NOT VALID EMBOSSED SEAL T. K. BLANKENSHIP FL. REG. 55910 SCALE: JOB: DATE: DRAWN: AS SHOWN 220200.06 7/6/06 GS s-1 4 OF V SHEETS SOUTH T-HEAD NDOCK .:a / / / / / / EXISTING FIBERGLASS GRATING APPROXIMATE AREAS OF DAMAGED CONC. TO BE REPAIRED. CONTRACTOR TO VERIFY EXTENTS IN THE FIELD. REFER TO DETAIL: NEW CAST -IN -PLACE END CLOSURE POUR, TYP. gfer s 6 2 s 5 NEW TIMBER PILE, TYP. 1 _A NEW CAST -IN -PLACE NEW PRECAST CLOSURE POUR, TYP. CONC. BEAM, TYP. LEGEND :ID NEW 12° TIMBER PILE ALUMINUM CLEAT ALUMINUM LADDER NEW FIBERGLASS GRATING TO BE PLACED NEW ALUM. LADDER S C -2 S-5 O NEW FIBERGLASS GRATING TO MATCH EXISTING MAIN PIER GRATING (PROVIDED BY OWNER) REPAIR PLAN SCALE: 1" = 3' NEW ALUMINUM CLEAT, TYP. EXISTING TIMBER PILE-.13) DOLPHIN (TO REMAIN) NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (24"x36") 1.5 0 3 1-1-1-1 1 I SCALE 1" = 3'_0" 100% SUBMITTAL PERMIT SET >,:,3 1 kg % . . . . . . IDATE REV DESCRIPTION 100% SUBMITTAL SFMIMD REVISIONS ISSUED FOR PERMIT m n ciice �o E 0 C.) 0 0) v 0 i 1 3 I rn I I I 0 0. vCD 3 LJ- CO M c0 CD I M STATE OF FLORIDA 1 z 0 DRAWING NOT VALID I WITHOUT EMBOSSED SEAL T. K. BLANKENSHIP FL. REG. 55910 SCALE: r = 3' JOB: 220200.06 DATE: 7/6/06 DRAWN: MRR S-2 5 OF V SHEETS LEGEND 14" SQ. CONC. PILE NEW 12" TIMBER PILE PILE DESIGNATION # PILE ROW `� 12'_6" `J 12'-6" `J 12'-6" `J 12'-6" `� 12'-6" 12'-0" L NEW TIMBER MOORING PILE, TYP. 7 X r 14" SQ. CONC. PILE, TYP. SEE 65'-0" II CAST —IN —PLACE CONC. PILE CAP, TYP. SEE INDICATOR PILE (SEE PILE NOTES SHEET G-2) 2'_6" cV EXISTING TIMBER PILE DOLPHIN TO REMAIN • Fx� 7 X -0) co 77'-0" HO 3' PILE & PILE CAP PLAN 1.5 0 3 SCALE 1"=3'-0" NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (24"x36") 100% SUBMITTAL PERMIT SET >,:,3 1 kg ci . . . . . . IDATE REV DESCRIPTION 100% SUBMITTAL SFMIMD REVISIONS ISSUED FOR PERMIT • c co . „ 8 E 0 C.) 0 0) v 0 ci 3 I a)I I co co I in 0 Pe) v 3 COLJ- LO LO Co M Co Co LO M STATE OF FLORIDA 1 z 0 F d z z 1 DRAWING NOT VALID I WITHOUT EMBOSSED SEAL T. K. BLANKENSHIP FL. REG. 55910 SCALE: AS SHOWN JOB: 220200.06 DATE: 7/6/06 DRAWN: MRR S-3 6 OF V SHEETS SOUTH T-HEAD NDOCK .:a 1 O 4 / / / i / / / / / 2'-0" EXISTING FIBERGLASS GRATING APPROXIMATE AREAS OF DAMAGED CONC. TO BE REPAIRED. CONTRACTOR TO VERIFY EXTENTS IN THE FIELD. REFER TO DETAIL: 11'-0" 1'-6" 11'-0" 1'-6" 11'-0" 1'-6" 11'-0" 1'-6" LEGEND :ID NEW 12" TIMBER PILE ALUMINUM CLEAT ALUMINUM LADDER NEW FIBERGLASS GRATING TO BE PLACED 11'-0" 2'-0" NEW CAST -IN -PLACE END CLOSURE POUR, TYP. c* NEW TIMBER PILE, TYP. 1 NEW CAST -IN -PLACE CLOSURE POUR, TYP. 0 NEW PRECAST CONC. BEAM, TYP a 1 NEW ALUM LADDER 0 12'-0" O NEW FIBERGLASS GRATING TO MATCH EXISTING MAIN PIER GRATING (PROVIDED BY OWNER) 65'-0" 0 NEW ALUMINUM CLEAT, TYP. EXISTING TIMBER PILE DOLPHIN (TO REMAIN) 77'-0" BEAM & DECKING PLAN SCALE: 1" = 3' NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (24"x36") 1.5 0 3 1-1-1-1 1 I SCALE 1" = 3'_0" 100% SUBMITTAL PERMIT SET >,:,3 1 kg % . . . . . . IDATE REV DESCRIPTION 100% SUBMITTAL SFMIMD REVISIONS ISSUED FOR PERMIT co n ciice ,o E 0 C.) 0 03 0) V) gi 3 3 I rn I I CoI 0 v CO 3 COLJ- CO M c0 CD I M STATE OF FLORIDA z 0 DRAWING NOT VALID I WITHOUT EMBOSSED SEAL T. K. BLANKENSHIP FL. REG. 55910 SCALE: r = 3' JOB: 220200.06 DATE: 7/6/06 DRAWN: MRR 5.4 7 OF V SHEETS 12'-0» 2'-6" 7'-0" 2'-6" a 000000 PRECAST CONC. /BEAM, SEE DETAIL 5 THIS SHEEP M 9,-0" TYP. TYPICAL DOCK SECTION SCALE: 1 " = 2' 12'-0" B a CO CV \ •/I A e) U TO MATCH EXI STING TO MATCH EXISTING CONC. PILE CAP, TYP. FIBERGLASS GRATING 14" SQ. CONC. PILE, TYP. MUDLINE (VARIES) • • • • 1 12'-0" B EXTEND STIRRUP BAR .-� FOR CLOSURE POUR REINFORCEMENT 14" CONC. PILE SECTION "AA" PILE CAP DETAILS SCALE: 1 " = 2' L A 14" SQ. CONCRETE PILE, TYP SECTION "BB" 1" 5 TURNS 1" PITCH 3" PITCH 16 TURNS 6" PITCH AA A W3.5 SPIRAL TIES 3" PITCH 16 TURNS A 1 12'-6" 1'-6" PRECAST CONCRETE BEAM, SEE DETAIL 5 THIS SHEET CAST -IN -PLACE CLOSURE POUR, SEE DETAIL 1, SHEET S-4 1'-6" tv • '"\7'. . v. V • • v •v CONCRETE PILE CAP, TYP. 14" SQ. CONC. PILE, TYP. MUDLINE (VARIES) 2'16" / /\\/\\ \\K\K\/\ \ TYPICAL DOCK ELEVATION EXTEND STIRRUP BAR FOR CLOSURE POUR REINFORCEMENT (4) #6 HORIZ. BARS TOP & BOTTOM REMOVE CONCRETE AND EXPOSE STRANDS AND SPIRAL REINFORCING #4 STIRRUPS 10" O.C. 3/4" CHAMFER, TYP. (BOTTOM ONLY) 5 TURNS CO 1 " PITCH 1 A 14" SQ. CONCRETE PILE DETAILS SCALE 1" = 2' 3" COVER _II` (MIN.) SCALE: 1 " = 2' 10" 3'-0" a 0) 14" w CD CV #3 STIRRUPS @ 10" O.C. 0 (4) #4 HORIZ. BAR (TOP &BOTTOM) co A -A PILE SECTION NTS 10" 3/4" CHAMFER, TYP. W3.5 SPIRAL TIES STEEL FORM FINISH SIDES AND BOTTOM (TYP.) (8) 1/2" 0 270K LO-LAX STRANDS 029.5K EACH STRAND DECKING NOTCH 11' CAST -IN -PLACE END CLOSURE POUR, SEE DETAIL 2, SHEET S-4 2'-0" v CONCRETE PILE CAP, TYP. 14" SQ. CONC. PILE, TYP. • 2'H-6" \/ \\//N\//7 .\/ /\ /\/, // // DOCK END ELEVATION #4 PROJECTION BARS A1711 A 3'-0" 10" (4) #4 HORIZ. BAR #4 PROJECTION BARS (TOP & BOTTOM) SECTION "AA" BEAM DETAILS SCALE 1” = 2' CONCRETE PILE NOTES: 1. REFER TO SHEET G-2 FOR PRESTRESSED PILING NOTES. 2. ALLOWABLE PILE CAPACITY: 25 TONS 3. LENGTH = 35 FEET, TO BE CONFIRMED BY INDICATOR PILE. 3'-0" 10" SCALE: 1 " = 2' 2'-9" 2'-6" /\ \\\//\0 3/4" CHAMFER TYP. SPACED ' EVENLY PACE NLYD \\_ (TOP & BOTTOM) . n in U #3 STIRRUP 10" O.C. SECTION "BB' BEAM NOTES: 1. REFER TO SHEET G-2 FOR CONCRETE NOTES. 2. TRIM PROJECTION BARS AS REQUIRED DURING INSTALLATION AT INTERMEDIATE CLOSURE POURS TO ALLOW FOR PROPER CLEARANCE. 3. ALL REINFORCING STEEL TO BE MMFX MICROCOMPOSITE STEEL. 4. PROVIDE 3/4" INCH CHAMFER ON OUTSIDE UPPER EDGE(S) OF BEAMS/SLABS. (SEE DETAILS THIS SHEET) (4) HORIZ. NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (24"x36") 100% SUBMITTAL1 PERMIT SET 3 ....... DESCRIPTION 100X SUBMITTAL SFWMD REVISIONS ISSUED FOR PERMIT LJ o < m o 0 0 0 0 0 0 IDATE O,w \ • o 0 0 0 0 0 0 0 t� z4 194 Z OC Z3 N } :AL V CO 0 01) 00 STATE OF FLORIDA EB DRAWING NOT VALID I WITHOUT EMBOSSED T. K. BLANKENSHIP FL. REG. 55910 1-4 z 0 z z SEAL 1 SCALE: JOB: DATE: DRAWN: AS SHOWN 220200.06 7/6/06 GS S-5 8 OF V SHEETS 12'-0" 2'-9" 2'-6" 2'-9" 3" 2'-6" PROJECTION BARS STAGGERED, TYP // S-6 S-6 PROVIDE 3" NOTCH TO ACCEPT DECKING CO CO w I N CO w i CO 1- _r SECONDARY CLOSURE POUR TYPICAL CAST -IN -PLACE CLOSURE POU VARIES EXISTING CONC. PIER 0 w oc A 0 SCALE 1 " = 2' CV SPALL OR VOID AREA EXISTING REBAR LIMITS OF UNSOUND A CONCRETE N MINOR SPALL DETAIL PIER DECK SECTION "AA" FACE OF CONCRETE CAP (ri'P.) FLOAT MATERIAL FLUSH WITH SURFACE OF CRACK ELASTOMERIC CRACK FILLER PRECAST CONC. BEAM CONC. CAP BELOW VARIES EXISTING CONC. PIER LIMITS OF EXISTING CONCRETE REMOVAL (SAWCUT) AND FORMED CONCRETE REPAIR SPALL OR VOID AREA 0 w Ix / B • ► ,1 r CV 1 a N SEVERE SPALL DETAIL PIER DECK LIMITS OF EXISTING CONCRETE REMOVAL (SAWCUT) AND FORMED CONCRETE REPAIR CRACK DETAIL SECTION "BB" TYPICAL CONCRETE REPAIR DETAILS SCALE 1 " = 2' a CO CV SPALL OR VOID AREA 12'-0" 2'-9" 2'-6" PROVIDE 3" NOTCH TO ACCEPT DECKING S-6 S-6 2'-9" 3" PROJECTION BARS STAGGERED, TYP CONC. PILE CAP BELOW 2'-6" EXPOSED REBAR LIMITS OF UNSOUND CONCRETE LIMITS OF EXISTING CONCRETE REMOVAL (SAWCUT) AND FORMED CONCRETE REPAIR SPALL OR VOID AREA EXPOSED REBAR LIMITS OF EXISTING CONCRETE REMOVAL (SAWCUT) AND FORMED CONCRETE REPAIR SECONDARY CLOSURE POUR TYPICAL END CAST -IN -PLACE CLOSURE POU SCALE 1" = 2' PRECAST CONC. BEAM SECONDARY CLOSURE POUR, TYP PRECAST CONCRETE BEAM CAST —IN —PLACE CONC. CAP PRECAST — CONC. PILE CONCRETE SPALL REPAIR NOTES: 1. REPAIR CONCRETE SPALL AREAS INDICATED ON SHEET S-1. 2. CONTRACTOR TO NOTIFY ENGINEER OF ADDITIONAL DAMAGE AREAS. 3. REMOVE ALL UNSOUND CONCRETE AROUND SPALL AREA BY CHIPPING WITH PICKS OR LIGHTWEIGHT PNEUMATIC IMPACT TOOLS TO EXPOSE SOUND CONCRETE FREE OF LOOSE AND UNSOUND MATERIALS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO SOUND CONCRETE BEYOND THE LIMITS OF THE DEMOLITION AND TO AVOID DISLODGING OR DAMAGING EXPOSED, EXISTING REINFORCING STEEL. 4. SAW CUT EDGES OF REPAIR AREA TO A DEPTH OF AT LEAST 3/8" TO PROVIDE SQUARE EDGE. 5. CLEAN ALL EXPOSED SURFACES, INCLUDING THE EXPOSED SURFACES OF THE REINFORCEMENT BY ABRASIVE BLASTING. SURFACES SHALL BE FREE OF ANY BOND INHIBITING OR OTHER DELETERIOUS MATERIALS. 6. APPLY THOROC HB2 REPAIR MORTAR, TWO -COMPONENT, POLYMER -MODIFIED, SHRINKAGE -COMPENSATED HIGH BUILD REPAIR MORTAR IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. 7. CURE REPAIR MATERIAL TO KEEP MOIST FOR 7 DAYS IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. CONCRETE CRACK REPAIR NOTES: 1. REPAIR CRACKS GREATER THAN 1/32" IN AREAS INDICATED ON SHEET S-1. 2. CRACKS SHALL BE CLEANED WITH WATER BLASTING METHODS TO ENSURE THAT CRACKS ARE SOUND, CLEAN, DRY AND FREE OF DELETERIOUS MATERIALS. 3. APPLY THOROLASTIC KNIFE GRADE TEXTURED ACRYLIC ELASTOMERIC CRACK FILLER IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 4. SOURCE SUPPLIER: COASTAL CONSTRUCTION PRODUCTS Phone: 305-757-2121, OR WWW.CHEMREX.COM. NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (24"x36") 1007E SUBMITTAL PERMIT SET INTERMEDIATE CLOSURE POUR SECTION EXTENDED #4 STIRRUP FROM CAP REINFORCEMENT (2) #4 HORIZONTAL BARS, TYP #4 PROJECTION BAR FROM BEAM 4" THICK NEOPRENE BEARING PAD, TYP. SCALE 1" = 2' of 2'-4" 2" SECTION S-6 S CLOSURE POUR PRECAST CONCRETE BEAM CAST —IN —PLACE CONCRETE CAP 2x4 PT SPACER BLOCK 2'-6" ELEVATION PREFABRICATED LADDER DETAILS SCALE 1" = 2' OUTSIDE EDGE OF CONCRETE SLAB - CLOSURE POUR SECONDARY CLOSURE POUR, TYP PRECAST CONCRETE BEAM #4 PROJECTION BAR FROM BEAM 2'-6" 2'-0" 4" THICK NEOPRENE BEARING PAD, TYP. CONC. CAP CONC. PILE END CLOSURE POUR SECTION CAST —IN —PLACE CONC. CLOSURE POUR CAST —IN —PLACE CONCRETE CAP VARIES O (2) 3/4"0 316 SS ALL —THREAD BOLTS EPDXY GROUT 6Y" INTO CONCRETE LONGITUDINAL S — ALMAG CLEAT PRECAST CONCRETE BEAM CLEAT CONNECTION DETAIL NTS ‘11 SCALE 1" = 2' (3) #4 HORIZ. BARS, TYP. 3/4" CHAMFER, TYP. EXTENDED STIRRUP FROM CAP REINFORCEMENT LADDER NOTES: 1. CONTRACTOR TO SUPPLY SHOP DRAWINGS FOR ENGINEER'S APPROVAL PRIOR TO MANUFACTURING. 2. ALL CONNECTIONS TO BE WELDED. 3. INSTALL LADDERS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. INSTALL WITH Y2"0 316SS FASTENERS, EMBED 6" MIN. INTO CONCRETE. 4. INSTALL 2x4 PT SPACER BLOCK (OR EQUIVALENT) BETWEEN CONCRETE CAP AND LADDER. V) LLI /-7 COPPER CAP, TYP ELEV. +11.5' 0 12"0 TIMBER GREENHEART PILE, TYP. 0.0' NGVD PROVIDE 15' MINIMUM PENETRATION INTO FIRM MATERIAL TYPICAL FENDER PILE DETAIL SCALE 1" = 4' 0.0.0.0 IDATE REV DESCRIPTION 100X SUBMITTAL SFWMD REVISIONS ISSUED FOR PERMIT gym....... CO �..... co 0 .z. o gd- 0) C0 CAD V, CAD 0 V, 01) 3 00 0 STATE OF FLORIDA EB DRAWING NOT VALID I WITHOUT EMBOSSED T. K. BLANKENSHIP FL. REG. 55910 1-4 z 0 F z W z SEAL 1 SCALE: JOB: DATE: DRAWN: AS SHOWN 220200.06 7/6/06 GS S-6 9 OF 17 SHEETS EXISTING SHORE POWER PEDESTAL (TO REMAIN) POWER MODULE T3 (TO REMAIN) EXIST. 6"0 FIRE LINE NEW FIRE CABINET L_ NOTE: CONTRACTOR TO LOCATE & VERIFY EXISTING SEWER PUMP, LOCATED UPLAND, PRIOR TO CONNECTION. 2"0 PVC SEWAGE PUMP —OUT LINE 2"0 FRESHWATER PIPE FORM SLEEVES IN CAP TO MATCH MAIN PIER OPENINGS 1 4"� FRESHWATER PIPE (TIE INTO EXISTING AT MAIN DOCK) e LEGEND SHORE POWER PEDESTAL POWER MODULE FIRE CABINET UTIUTY NOTES: 1. OWNER TO SUPPLY ALL NEW UTILITY PEDISTALS AND FIRE CABINETS. 2. REFER TO ELECTRICAL SHEETS FOR POWER DISTRIBUTION AND WIRING DETAILS. 3. COORDINATE WITH MARINA MANAGEMENT TO SCHEDULE TEMPORARY SERVICE INTERRUPTIONS 4. NEW UTILITIES SHALL TIE INTO THE EXISTING AT ±10' FROM THE MAIN PIER END. CONTRACTOR TO FIELD VERIFY CONNECTION LOCATIONS. 5. UTILITY PEDESTALS, HARDWARE, AND FIRECABINETS ON THE REPAIRED PIER SECTION SHALL BY PLACED IN THE ORIGINAL LOCATIONS. NEW TYPE "D" SHORE POWER PEDESTAL. SEE ELECTRICAL SHEETS FOR DETAIL. 0 diMet Amer VACUUM BREAKER, TYP. 2"0 PVC SEWAGE LINE 1 i" TEE VACUUM BREAKER, TYP. NEW POWER MODULE T4. SEE ELECTRICAL SHEETS FOR DETAIL. 2" GATE VALVE 1 in DUAL CHECK VALVE — SEE DETAIL 10, SHEET UTL. 2 2"x 1 in REDUCER UTILITY PLAN 7'1) VALVE TO MATCH EXISTING AT OTHER LOCATIONS ON SITE NEW TYPE "A" SHORE POWER PEDESTAL. SEE ELECTRICAL SHEETS FOR DETAIL. SEWAGE PUMP —OUT, SEE DETAIL 9, SHEET UTL-2. 2 0 4 SCALE 1" = 4?_0?, NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (24"x36") 100% SUBMITTAL PERMIT SET m 18cDs . . . . . . IDATE REV DESCRIPTION 100X SUBMITTAL SFWMD REVISIONS ISSUED FOR PERMIT REVD. PER BLDG. DEPT 4, m G . . . . . . c0 c0 CO 0 01) 3 00 0 STATE OF FLORIDA EB DRAWING NOT VALID I WITHOUT EMBOSSED T. K. BLANKENSHIP FL. REG. 55910 1-4 z 0 F z W z 1 SEAL 1 SCALE: JOB: DATE: DRAWN: 1"=3' 220200.06 7/6/06 MRR UTL-1 10 OF 1J SHEETS EL +5' v 90' G.S.P ELBOW 2Y" GSP 7 FIRE CABINET SECURE CABINET W/(6) X" 0 SS. BOLTS. EPDXY ANCHOR BOLTS W/NUTS FOR EASE OF REMOVAL SEE DETAIL 000000 CONNECTION DETAIL, SEE 1M TYPICAL SECTION THRU FIRE CABINET INSTALLATION FIBERGLASS GRATING CONCRETE BEAM CONCRETE PILE fCAP FIRE CABINET 2x8 PT. EL +5' PROVIDE PLATE W/ INSCRIBED LETTERS INDICATING SOURCE CIRCUIT BREAKER (TYP.) RECEPT. (TYP.) WATER FAUCET 1 " = 2' UTL1 ULT UTILITY CHASE 14" SQ CONCRETE PILE, TYP ) " 0 SS ALL THREAD, TYP NEOPRENE PAD CONCRETE BEAM HOSE CABINET CONNECTION DETAIL 1"-2' FUSE TO PROTECT LUMINAIRE CIRCUIT BREAKER (1YP.) RECEPT. (TYP.) LUMINAIRE LIGHT RUN TYPICAL UTILITY PEDESTAL DETAIL NTS SECONDARY RUN 42" PROVIDE BOLD RED LETTERS STAINLESS STEEL HINGES STAINLESS STEEL LOCK DECKING PANEL NOTES: 1. NO TIE —DOWNS OR ANCHORING TO BE USED ON DECKING PANELS. 2. SEE GENERAL NOTES FOR DECKING SPECIFICATIONS 10" acNi FIRE CABINET DETAIL �2\ UTILITY PEDESTAL FIBERGLASS GRATING EL +5' NTS 4 000000 d TYPICAL SECTION THRU PEDESTAL INSTALLATION —1r 1" = 2' POWER PEDESTAL (SEE TABLE BELOW) 1 "0 FLEXIBLE PIPE (TYP.) DOMESTIC WATER DETAIL NTS UTL1 UTL1 UT 1 " 0 FLEXIBLE PIPE, TYP CAST —IN —PLACE CONCRETE CLOSURE POUR CONCRETE PILE CAP UTILITY CHASE 14" SQ. CONCRETE PILE, TYP 2-1/2" BEND GALV. (COLOR RED) 2-1/2" FIRE DEPT. ANGLE VALVE (BRONZE) 1-1/2" HOSE SUPPORT ADJUSTABLE NOZZLE SATIN BRONZE FINISH FIRE EXTINGUISHER GALV. "U" CLAMP AND SUPPORT COLOR RED (TYP.) HOSE ASSEMBLY DETAIL PEDESTAL SCHEDULE NTS PEDESTAL DISCRIPTION TYPE A REFER TO DETAILS ON SHEET E-4 TYPE D REFER TO DETAILS ON SHEET E-4 TYPE E REFER TO DETAILS ON SHEET E-4 T3 REFER TO DETAILS ON SHEET E-4 T4 REFER TO DETAILS ON SHEET E-4 NOTE: EQUIPMENT PROVIDED BY OWNER. CONTRACTOR TO INSTALL 3 () FIRE CABINET NOTES: CABINETS AND FIRE PROTECTION EQUIPMENT SHALL MEET NFPA 14, CITY OF MIAMI FIRE DEPARTMENT AND FLORIDA BUILDING CODE REQUIREMENTS. 2. CONTRACTOR TO SUPPLY SHOP DRAWING FOR CABINETS AND MOUNTING SYSTEM TO COMPLY WITH NFPA 14. 3. CABINET SHALL BE MARINA POWER COMPANY FC-1 OR EQUIVALENT, PROVIDED BY CONTRACTOR. 4. CONTRACTOR TO INSTALL PIPING AND APPORTENANCES. 1 %"x 12" SS ANGLE BRACKET BOLTED TO CONCRETE BEAM WITH (2) Y"0 SS BOLTS. EMBED 4" INTO BEAM WITH EPDXY. FIBERGLASS GRATING CONCRETE BEAM FIBERGLASS UNISTRUT AT 48" O.0 TO OF UNITRUT TO BE BELOW BOTTOM OF CONCRETE BEAMS. UTILITY CHASE DETAIL �61 1-1/2" HYDRANT LOCATED AT SLIPS 1-1/2" BANJO BRAND BALL VALVE NTS 1/8" ALUMINUM PLATE SHAPE AS NEEDED 1-1/2" SCHD 80 PVC W/ NIPPLE VACUUM UT ADAPTER 1 1/2" SEWER MAIN TO REMOTE VACUUM SYSTEM SEWAGE PUMPOUT HYDRANT NTS INLET N 1-1/4" WATTS #7 OR APPROVED EQUAL BRONZE DUAL CHECK VALVE NTS NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (24"x36") 100°h SUBMITTAL PERMIT SET >Lb 18c ...... DESCRIPTION 100X SUBMITTAL SFWMD REVISIONS ISSUED FOR PERMIT REVD. PER BLDG. DEPT Cr FIIo <mo . . . . . . IDATE ^-o8 194 Z OC Z� } 3 E 0 C.) cn Cn 0, 0 0 3 CAD V, CAD 0 V, 01) 00 STATE OF FLORIDA EB DRAWING NOT VALID I WITHOUT EMBOSSED T. K. BLANKENSHIP FL. REG. 55910 z 1 SEAL 1 SCALE: JOB: DATE: DRAWN: AS SHOWN 220200.06 7/6/06 MRR UTL•2 11 OF V SHEETS FILE NAME: F:\Project\220200.06\Construction Drawings\Working\220200_Base.dwg I. GENERAL REQUIREMENTS A. DRAWINGS. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, AND CHECK EXISTING FIELD CONDITIONS IN WHICH WORK WILL BE INSTALLED. ONE COMPLETE SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT ON FILE AT THE SITE FOR THE SOLE USE OF MARKING AS —BUILT DATA. ALL CHANGES SHALL BE MARKED IN RED ON THESE PRINTS AS WORK PROGRESSES. PRIOR TO EACH REQUISITION FOR PAYMENT, AS —BUILT PRINTS SHALL BE BROUGHT UP TO DATE FOR ACCEPTANCE BY OWNER'S REPRESENTATIVE. THE COMPLETED SET OF AS —BUILT PRINTS SHALL BE DELIVERED TO THE ARCHITECT/ENGINEER PRIOR TO FINAL PAYMENT FOR INCORPORATION ONTO ORIGINALS. RISERS ARE DIAGRAMMATIC IN NATURE AND DO NOT INDICATE REQUIRED BENDS AND PULLBOXES NECESSARY FOR THE INSTALLATION. B. COORDINATION. CONTRACTOR SHALL PROVIDE (FURNISH & INSTALL) AND/OR CONNECT WITH APPROPRIATE SERVICES ALL ELECTRICAL ITEMS SHOWN ON THE ELECTRICAL DRAWINGS WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCES OR OMISSIONS ARE DISCOVERED, NOTIFY THE ARCHITECT/ENGINEER IN WRITING IN AMPLE TIME TO PERMIT REVISIONS TO BE MADE BEFORE THE BIDS ARE SUBMITTED. C. TEMPORARY SERVICE. TEMPORARY ELECTRICAL POWER SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED TO PERFORM THE WORK INDICATED BY THE PLANS. D. PERMITS. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, STATE SALES TAX, FEDERAL EXCISE TAX, ROYALTIES AND OTHER TAXES OR FEES AS REQUIRED FOR INSTALLATION OF A COMPLETE SYSTEM AS OUTLINED HEREIN AND AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL SECURE ALL NECESSARY LICENSES AND INSURANCE. E. BASIS FOR BIDS. EQUIPMENT SPECIFIED SHALL BE ADHERED TO. HOWEVER, OWNER HAS FINAL DECISION ON THE TYPE AND QUALITY OF EQUIPMENT TO BE SUPPLIED. WITHIN 30—DAYS AFTER THE CONTRACT HAS BEEN EXECUTED, A FORMAL REQUEST FOR THE SUBSTITUTION OF PRODUCTS IN PLACE OF THOSE SPECIFIED WILL BE CONSIDERED, UNDER THE FOLLOWING CONDITIONS: THE REQUEST IS ACCOMPANIED BY COMPLETE DATA ON THE PROPOSED SUBSTITUTION SUBSTANTIATING COMPLIANCE WITH THE CONTRACT DOCUMENTS INCLUDING PRODUCT IDENTIFICATION AND DESCRIPTION, PERFORMANCE AND TEST DATA, REFERENCES AND SAMPLES WHERE APPLICABLE, AND AN ITEMIZED COMPARISON OF THE PROPOSED SUBSTITUTION WITH THE PRODUCTS SPECIFIED, WITH DATA RELATING TO CONTRACT TIME SCHEDULE, DESIGN AND AESTHETIC EFFECT WHERE APPLICABLE. THE REQUEST IS ACCOMPANIED BY ACCURATE COST DATA ON THE PROPOSED SUBSTITUTION IN COMPARISON WITH THE PRODUCT SPECIFIED, WHETHER OR NOT MODIFICATION OF THE CONTRACT SUM IS TO BE A CONSIDERATION. IF REDESIGN BY THE ARCHITECT OR HIS CONSULTANTS IS REQUIRED TO ACCOMMODATE AN ALTERNATE PRODUCT OR SYSTEM, ALL COSTS OF THIS REDESIGN SHALL BE BORNE BY THE CONTRACTOR REQUESTING THE CHANGE. IF ADDITIONAL WORK IS REQUIRED BY OTHER CONTRACTORS TO ACCOMMODATE AN ALTERNATE PRODUCT OR SYSTEM, ALL ADDITIONAL COSTS OF THIS WORK SHALL BE BORNE BY THE CONTRACTOR REQUESTING THE CHANGE. THE REQUEST SHALL BE ACCEPTED OR REJECTED SOLELY AT THE DISCRETION OF THE OWNER WITH ARCHITECT'S OR ENGINEER'S WRITTEN APPROVAL. F. CODES & STANDARDS. THE WORK PERFORMED UNDER DIVISION 16 SHALL COMPLY WITH THE LATEST EDITION AND REQUIREMENTS OF THE FOLLOWING: APPLICABLE LOCAL CODES AND ORDINANCES, NATIONAL ELECTRICAL CODE, AS AMENDED BY LOCAL CODE, ALL APPLICABLE FEDERAL AND STATE CODES, REGULATIONS AND STATUTES, APPLICABLE ENERGY CODE, OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA), UNDERWRITERS LABORATORIES, INC. (UL), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICANS WITH DISABILITIES ACT (ADA). G. MATERIALS & EQUIPMENT. MATERIAL AND EQUIPMENT SHALL BE NEW, STANDARD, CURRENT PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF SUCH EQUIPMENT, AND SHALL BE THE MANUFACTURER'S LATEST DESIGN. ALL MATERIALS SHALL BEAR THE LABEL OF THE UNDERWRITERS LABORATORY FOR THE INTENDED USE OR SHALL BE MATERIALS APPROVED BY THE CODE ENFORCING AUTHORITIES AND THE ARCHITECT. FOLLOW THE INSTALLATION DIRECTIONS AND RECOMMENDATIONS OF MATERIAL AND EQUIPMENT MANUFACTURERS. ALL WORK SHALL BE PERFORMED BY WORKERS SKILLED IN THEIR RESPECTIVE TRADES AND ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL WORK SHALL BE EXECUTED IN A NEAT AND WORKMANLIKE MANNER. INSTALL EQUIPMENT, INCLUDING SWITCHES, CONTROLLERS, AND TRANSFORMERS SUCH THAT REMOVAL OR REPLACEMENT MAY BE READILY ACCOMPLISHED WITHOUT DAMAGE TO EQUIPMENT OR FASTENERS. IDENTIFY MAJOR ELECTRICAL COMPONENTS SUCH AS MARINE POWER OUTLETS AND POWER MODULES WITH APPROVED IDENTIFICATION NAMEPLATES. IDENTIFICATION SHALL BE AS DIRECTED AND APPROVED BY MARINA MANAGER. GENERAL ELECTRICAL NOTES H. SUPPORTING DEVICES DEVICES, INCLUDING ANCHORS, FASTENERS, HANGERS AND SUPPORTS, SHALL BE OF A TYPE DESIGNED OR FABRICATED FOR THE PURPOSE, AND SHALL ADEQUATELY AND SAFELY SECURE THE MATERIAL AND EQUIPMENT AND PRESENT A NEAT APPEARANCE. USE DEVICES WITH CORROSION RESISTANT CHARACTERISTICS FOR THE ATMOSPHERIC CONDITIONS IN WHICH THEY ARE INSTALLED. I. RACEWAYS & BOXES. ROUTING OF RACEWAYS, INTERCONNECTING OUTLETS AND HOME —RUNS IS UP TO THE ELECTRICAL CONTRACTOR, BUT AFTER COMPLETION OF THE INSTALLATION, HE SHALL SUBMIT TO THE ENGINEER AS —BUILT DRAWINGS OF HIS WORK FOR FUTURE RECORD. DEVICE BOXES SHALL BE INSTALLED FLUSH, CONDUIT SHALL BE CONCEALED UNLESS OTHERWISE INDICATED. ALL CONDUCTORS SHALL BE IN CONDUIT. FOR UNDERGROUND/IN—SLAB/BELOW PIER DECKING LOCATIONS USE SCHEDULE 40 PVC CONDUIT WITH GROUND WIRE SIZED AS INDICATED OR REQUIRED BY N.E.C., SECTIONS OF METALLIC CONDUIT SYSTEM SHALL BE GROUNDED AND ELECTRICALLY CONTINUOUS. USE LIQUIDTIGHT CONDUIT FOR FLEXIBLE CONNECTIONS IN ALL WET LOCATIONS. INSTALL A NYLON PULL —CORD IN ALL EMPTY RACEWAYS FOR FUTURE USE. SIZE PULL —BOXES PER NEC 314. PULL AND JUNCTION BOXES SHALL REMAIN ACCESSIBLE AT ALL TIMES. INSTALL EXPOSED CONDUIT PERPENDICULAR TO THE EXISTING CONSTRUCTION LINES. CONCEAL CONDUIT UNDER ACCESSIBLE DOCK FLOORING. ROUTE RACEWAYS TO AVOID CONFLICTS WITH EXISTING EQUIPMENT TO REMAIN IN SERVICE. ALUMINUM CONDUIT SHALL NOT BE UTILIZED FOR THIS PROJECT. USE PLASTIC OUTLET BOXES WITH GASKETED COVERS FOR ALL EXTERIOR AND FOR ALL DAMP OR WET LOCATIONS. PROVIDE CONDUIT SUPPORTS IN ACCORDANCE WITH NEC ARTICLE 300. PROVIDE EXPANSION FITTINGS IN CONDUIT RUNS CROSSING EXPANSION JOINTS IN THE STRUCTURE. J. CONDUCTORS. UNLESS OTHERWISE INDICATED, ALL CONDUCTORS ARE MINIMUM 12 AWG IN 1/2" CONDUIT. ALL CONDUCTORS SHALL BE COPPER. ACCEPTABLE INSULATION TYPES SHALL BE THW, THHN, THWN, AND XHHW, WITH USES AS RESTRICTED BY THE NEC. AMPACITIES OF CONDUCTORS IS BASED ON ARTICLE 310 OF THE NEC WITH UL LIMITATIONS: 60 DEG. RATING FOR SIZES 14 AWG THROUGH 1 AWG; 75 DEG. RATING FOR 1/0 AWG AND LARGER. CABLES 3/0 AWG AND LARGER SHALL BE TERMINATED WITH PRESSURE CRIMP CONNECTORS. FOR 20 AMP BRANCH CIRCUITS GREATER THAN 100 FT. IN LENGTH, ONE WAY, UP TO 200 FT USE 10 AWG WIRE; OVER 200 FT, USE 8 AWG WIRE. INCREASE CONDUIT SIZE AS REQUIRED FOR THE LARGER CONDUCTORS. THIS SUPERSEDES WIRE SIZES CALLED FOR ON THE DRAWINGS. CONDUCTORS SIZE 10 AWG AND SMALLER SHALL HAVE INSULATION COLORED FOR PHASES A, B, C AND NEUTRAL RESPECTIVELY AS FOLLOWS: 120/240 VOLTS: BLACK, RED, AND WHITE 208Y/120 VOLTS: BLACK, RED, BLUE, AND WHITE 480 VOLTS: BROWN, ORANGE, PURPLE ALL CONDUCTORS OF THE SAME PHASE IN PARALLELED FEEDERS OR SERVICES SHALL BE SOLIDLY CONNECTED TOGETHER AT THEIR TERMINATION IN A WIREWAY OR SPLICE BOX. MAKE CONDUCTOR LENGTH FOR PARALLEL FEEDERS IDENTICAL. THE PHASE DESIGNATION OF ALL SECONDARY CONDUCTORS SHALL BE THE SAME AND SHALL BE INDICATED IN OR ON ALL 3 PHASE OUTLETS, TRANSFORMERS, PANELBOARDS, AND DISCONNECT SWITCHES, AND THEY SHALL BE CONNECTED WITH UNIFORM PHASE SEQUENCE. MAINTAIN A, B, C PHASE RELATION LEFT TO RIGHT WHEN VIEWED FROM THE FRONT. TAG ALL FEEDER CONDUCTORS AND IDENTIFY MAJOR CONDUITS IN OR AT WIREWAYS, PANELS, PULL BOXES, SWITCHBOARDS, MOTOR CONTROLLERS, CABINETS AND SIMILAR ITEMS TO ASSIST IN FUTURE CIRCUIT TRACING. CONDUCTOR TAGS SHALL BE NONCONDUCTIVE. IDENTIFICATION SHALL CORRESPOND TO THE CONTRACT DOCUMENTS. K. GROUNDING. THE RESISTANCE OF THE ELECTRICAL SERVICE TO GROUND SHALL NOT EXCEED 25 OHMS. ALL CIRCUITS SHALL HAVE AN EQUIPMENT GROUNDING CONDUCTOR. L. MOLDED CASE CIRCUIT BREAKERS. CIRCUIT BREAKERS SHALL CONFORM TO APPLICABLE FEDERAL SPECIFICATIONS AND NEMA STANDARDS. CIRCUIT BREAKERS SHALL BE OF THE AMPERE RATING, VOLTAGE RATING, NUMBER OF POLES AND CLASS OR INTERRUPTING CAPACITY (I.C.) AS INDICATED. INTERRUPTING RATINGS ARE GIVEN IN ROOT MEAN SQUARE (RMS), SYMMETRICAL AMPERES BASED ON NEMA TEST PROCEDURES. LUGS AND TERMINALS SHALL BE U.L. APPROVED FOR COPPER —ALUMINUM. ACCESSORIES SHALL BE 120 VOLT. A.I.C. OF BREAKER TO BE INSTALLED ON EXIST. PANELS SHALL MATCH EXIST. EACH CIRCUIT BREAKER SHALL HAVE A TRIP UNIT FOR EACH POLE WITH ELEMENTS PROVIDING INVERSE TIME DELAY UNDER OVERLOAD CONDITIONS AND INSTANTANEOUS MAGNETIC TRIP FOR SHORT CIRCUIT PROTECTION UNLESS INDICATED AS NON —AUTOMATIC. TRIP ELEMENTS SHALL OPERATE A COMMON TRIP BAR TO OPEN ALL ELEMENTS. BREAKERS USED FOR SWITCHING SHALL BE RATED FOR SWITCHING DUTY. M. ELECTRICAL DATUM PLANE. PER ARTICLE 555 OF THE 2005 NEC, AND PRIOR TO STARTING ANY WORK, THE CONTRACTOR SHALL DETERMINE THE ELEVATION OF THE ELECTRICAL DATUM PLANE (EDP) AND PERMANENTLY AFFIX A MARKER, IN AN APPROVED BUT READILY ACCESSIBLE LOCATION, ON THE EXTERIOR OF THE DOCKMASTER BUILDING. THE MARKER SHALL BE A SUITABLE BRASS TAG INSTALLED AT THE MEASURED LEVEL FOR FUTURE USE AND INSPECTIONS REFERENCING THE 'EDP'. ELECTRICAL CONNECTIONS FOR THIS PROJECT SHALL BE LOCATED MINIMUM 12" ABOVE THE DECK OF THE PIER BUT NOT BELOW THE EDP. II. WORK IN EXISTING FACILITIES THE SCOPE OF WORK INCLUDES THE RENOVATION AND REPAIR OF EXISTING WIRING AND EQUIPMENT IN THE AREA COMPRISING OF PIER 3 OF DINNER KEY MARINA AS INDICATED BY THE PLANS. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH EXACT LOCATION, QUANTITY, AND ACCESSIBILITY OF EXISTING EQUIPMENT AND CONDITIONS, AND COMPARE SAME WITH THE DRAWINGS AND SPECIFICATIONS PRIOR TO DELIVERING A BID PROPOSAL. NO ADDITIONAL ALLOWANCE WILL BE MADE TO THE CONTRACTOR DUE TO NEGLECT OR FAILURE TO COMPLY WITH THE SPECIFIED REQUIREMENTS. THE CONTRACTOR IS HEREBY NOTIFIED THAT WORK TO BE PERFORMED UNDER THIS CONTRACT REQUIRES MODIFICATIONS OF EXISTING ELECTRICAL INSTALLATION OF WHICH PORTIONS MAY REMAIN IN USE AND WILL REQUIRE THAT ELECTRICAL POWER BE MAINTAINED TO AREAS TO REMAIN ACTIVE. CONTRACTOR IS REQUIRED TO COORDINATE THESE REQUIREMENTS AND TAKE INTO CONSIDERATION IN THE BID WORK WHICH MAY NEED TO BE PERFORMED ON WEEK —ENDS OR AFTER HOURS. WIRING INDICATED AS EXISTING IS BASED ON EXISTING PLANS AND IS TO BE VERIFIED BY CONTRACTOR PRIOR TO STARTING WORK. III DEMOLITION & REPAIRS REMOVE EXISTING EQUIPMENT NOTED TO BE DEMOLISHED. PROVIDE OWNER'S REPRESENTATIVE WITH AS —BUILT DRAWINGS OF FINAL INSTALLATION FOR RECORD PURPOSES. CONTRACTOR IS NOTIFIED THAT NOT ALL EXISTING EQUIPMENT MAY HAVE BEEN INDICATED ON THE DRAWINGS AND THAT SOME EXISTING ELECTRICAL EQUIPMENT MAY NOT HAVE BEEN SHOWN IN THE ACTUAL LOCATIONS. THE WORK SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, CUTTING, EXTENDING, CONNECTING, REPAIRING, ADAPTING, AND OTHER WORK COINCIDENTAL HERETO, TOGETHER WITH SUCH TEMPORARY INSTALLATIONS AS MAY BE NECESSARY TO PERFORM THE REQUIRED DEMOLITION. APPROVAL SHALL BE SECURED FROM THE OWNER'S REPRESENTATIVE PRIOR TO CUTTING/DRILLING ANY STRUCTURAL SUPPORT. CONSTRUCTION AFFECTED BY THE REMOVAL, RELOCATION, INSTALLATION OF ANY EQUIPMENT SHALL BE REPAIRED AND FINISHED AS REQUIRED TO MATCH EXISTING CONDITIONS OR AS DIRECTED BY THE DRAWINGS, SPECIFICATIONS, OR OWNER'S REPRESENTATIVE. WHEN DEMOLITION OF ELECTRICAL EQUIPMENT/SYSTEMS IS INDICATED BY THE PLANS OR REQUIRED AS WORK SEQUENCE, THE ELECTRICAL CONTRACTOR SHALL DISCONNECT THEM BACK TO THE LAST PIECE OF EQUIPMENT TO REMAIN IN SERVICE OR BACK TO THE SOURCE. CIRCUIT(S) OR PORTIONS THEREOF TO REMAIN ACTIVE SHALL BE RE—ROUTED AND/OR RECONNECTED AS REQUIRED TO MAINTAIN CIRCUIT CONTINUITY. CONDUCTORS SHALL BE REMOVED BACK TO SOURCE FROM RACEWAYS NOT REUSED OR ABANDONNED. ALL ELECTRICAL EQUIPMENT SHALL BE REMOVED FROM STRUCTURE TO BE REMOVED. ALL MATERIAL REMOVED SHALL BE TURNED OVER TO OWNER FOR DISPOSITION. ELECTRICAL LEGEND O COMPACT FLUORESCENT LIGHTING FIXTURE. DISTRIBUTION PANEL IN NEMA 3R CABINET, U.O.N. ❑� FUSED DISCONNECT SWITCH SIZED PER EQUIPMENT NAMEPLATE 20A., 120 V., QUADRUPLEX RECEPTACLE, TWO DUPLEX IN TWO BOX. 18" A.F.F. OR AS DIRECTED BY ARCHITECT. 20 A., 120., V., DUPLEX RECEPTACLE, GROUNDING TYPE, U.O.N. MOUNTED 18" A.F.F. OR AS DIRECTED BY ARCHITECT. CONDUIT RUNNING UNDERGROUND OR UNDER CONCRETE SLAB OR BELOW PIER DECKING. TELEPHONE/DATA OUTLET 9 T1 T2 El E2 FC I —I FC ONLY A A 'EDP' ONE DRY TYPE ENCAPSULATED TRANSFORMER IN NEMA 3R ENCLOSURE. 25KVA-480V:120/240V-10-3W. MARINA POWER INC. TWO DRY TYPE ENCAPSULATED TRANSFORMERS IN NEMA 3R ENCLOSURE. 2-25KVA-480V:120/240V-10-3W. MARINA POWER INC. POWER MODULE WITH INTEGRAL DRY TYPE ENCAPSULATED TRANSFORMER(S) AND PRIMARY AND SECONDARY OVERCURRENT DEVICES. ALL IN NEMA 3R ENCLOSURE. 480V:120/240V-10-3W. MARINA POWER INC. POWER MODULE WITH INTEGRAL DRY TYPE ENCAPSULATED TRANSFORMER(S) AND PRIMARY AND SECONDARY OVERCURRENT DEVICES. ALL IN NEMA 3R ENCLOSURE. 480V:120/240V-10-3W. MARINA POWER INC. FIRE CABINET WITH PULL STATION & STROBE. MARINA POWER INC. FIRE CABINET. MARINA POWER INC. MARINE POWER CENTER. ADJACENT LETTER DENOTES TYPE. SEE SHEET E-11 FOR DETAILS. MARINE POWER INC. MARINE POWER CENTER. ADJACENT LETTER DENOTES TYPE. SEE SHEET E-11 FOR DETAILS. MARINE POWER INC. PHOTOCONTROL ELECTRICAL DATUM PLANE TARGET POINT 00 0 00A© = 1 I FI©I C figgU C ENERAL ELECTRICAL NOTES AN17 LES ENS N.T.S. Gartek Project No. 2462 Gartek Engineering Corporation 7210 S.W. 39th Terrace/Miami, FI. 33155 (305)266-8997 Fax (305)264-9496 4723 West Atlantic Ave. Ste. A18/Delray Beach, FI. 33445 (561)637-8909 Fax (561)637-8959 www.gartek—engineering.com Certificate of Authorization #3144 Robert L. Betancourt, P.E. (Mechanical) State of Florida #34788 M. F. Garcia, P.E. (Electrical) State of Florida #24221 "In my professional judgement and to the best of my knowledge and belief, these plans and specifications comply with applicable Building Codes' This document and the information it contains is the exclusive property of Gartek Engineering and may not be reproduced or used for other purpose other than the specific project for which it was prepared without the explicit consent of Gartek Engineering. m CC m CD DESCRIPTION x x x x 0 DATE x x x x a Ey 0 O ( 1 WITHOUT EMBOSSED SEAL u) LO co CO I 0 CO CD STATE OF FLORIDA EB c a) a) bud C c0 C cu .00 W U a) C 2 w 0 a d z 0 H z f F z N DRAWING NOT VALID M. F. GARCIA FL. REG. 24221 SCALE: JOB: DATE: DRAWN: AS SHOWN 220200.06 07/07/08 SD/LG E-1 1 OF 6 SHEETS 21 22 23 24 DPP1B 25 26 27 28 29 30 32 33 34 DPP 1 A 35 III. N 0 0 LL 20 18 7 16 15 4 620' 13 12 10 9 7 5 363' 29 30 31 32 33 34 DPP2B 35 36 37 38 39 4 41 42 43 44 45 46 47 48 DPP2A 49 50 51 52 53 54 55 FIB 28 27 26 25 24 23 22 2 20 19 18 7 552' 16 15 14 13 12 10 307' • 11 0, 0 • ■ • ■ ■ 45 46 47 49 50 5 52 53 54 55 56 57 58 59 60 81 62 83 64 85 67 68 69 70 71 72 73 74 75 76 77 DPP3A 76 7c 80 8 82 L 39 38 37 38 DPP3C 35 34 827' 33 32 31 30 29 28 27 28 25 24 23 22 DPP3B 21 20 19 18 523' 17 18 5 4 13 12 0 255' 3 • ■ ■ ■ WORK AREA SEE SHEET E-5 438 F I ER 4 43A 44 45 46 47 48 49 50 DPP4B 51 52 776' 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 C 84 ""<> 42 41 40 39 38 37 36 35 34 3 32 31 30 29 28 27 26 25 24 23 22 21 20 DPP4A 392' 7 4 2 5 0 O 0 � 45 FIER 544 46 47 45 49 50 52 53 54 55 56 57 58 59 60 6 82 83 64 85 86 67 68 69 43 42 41 40 39 38 37 36 35 DPP5C 34 33 956' 32 31 30 29 28 27 26 25 24 23 DPP5B 22 21 698' 20 70 7 72 73 74 75 19 18 17 16 15 14 76 77 78 79 13 2 10 80 81 DPPSA 82 83 7 405' 6 Ll GENERAL NOTES 1. WORK INDICATED IN "WORK AREA" SHALL INCLUDE THE REMOVAL AND DISPOSAL OF CONDUCTORS, CONDUIT, SPLICE/JUNCTION BOXES, AND ASSOCIATED HARDWARE FOR FEEDERS AND BRANCH CIRCUITS MOUNTED ON THE PIER AS INDICATED BY PLANS. N 275' 38 39 40 41 42 43 44 45 46 47 48 49 50 5 38 35 34 33 32 31 DPP6C 30 29 772' 28 27 26 25 24 52 53 54 DPP6B 55 56 570' 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 DPP6A 232' 1- 23 22 21 20 4 EDY 279' DPP8 32 33 34 35 36 37 38 39 40 41 42 43 44 45 30 29 28 27 878' 26 25 24 23 21 20 19 18 46 DPP7B 47 48 603' 49 50 51 52 53 54 55 17 15 14 13 12 10 56 57 DPP7A 352' Gartek OV Project No. 2462 www.gartek—engineering.com Certificate of Authorization #3144 Robert L. Betancourt, P.E. (Mechanical) State of Florida #34788 M. F. Garcia, P.E. (Electrical) State of Florida #24221 s."In my professional judgement and to the best of my knowledge and belief, these plans and specifications comply with applicable Building Codes." This document and the information it contains is the exclusive property of Cartek Engineering and may not be reproduced or used for other purpose other than the specific project for which it was prepared without the explicit consent of Gartek Engineering. ce DESCRIPTION CC DATE 1/44 tts >- 45. Tel: 305-661-3655 oo STATE OF FLORIDA EB Cpc :517° 2 0 0 DRAWING NOT VALID \ WITHOUT EMBOSSED SEAL / M. F. GARCIA FL REG. 24221 SCALE: JOB: DATE: DRAWN: AS SHOWN 220200.06 07/07/08 E-2 2 OF 6 SHEETS FILE NAME: F:\Project\220200.06\Construction Drawings\Working\220200_Base.dwg 1 01 co 0 D N MATGHL I NE PIER 3 N U1 i 1 1 T1 T2 KEY NOTES DISCONNECT EXISTING FEEDER, LIGHTING CIRCUIT AND COMMUNICATIONS WIRING FROM EXISTING POWER MODULE AND SOURCE. REMOVE EXISTING CONDUIT AND CONDUCTORS. O 0 0 DISCONNECT AND REMOVE EXISTING MARINE LIGHT PEDESTAL. PROVIDE NEW MARINE LIGHT PEDESTAL TYPE 'D'. DISCONNECT AND REMOVE EXISTING BRANCH CIRCUIT WIRE AND CONDUIT. PROVIDE NEW 2-12 AWG THHN + 12 AWG (G), 1/2" SCHED. 40 PVC. DISCONNECT AND REMOVE EXISTING MARINE POWER OUTLET. PROVIDE NEW MARINE POWER OUTLET TYPE 'A'. EXISTING MARINE POWER MODULE WITH PUMP —OUT TO REMAIN. T2 T2 T2 WORK AREA T2 0 T2 C D C T2 C D C T2 C D C T2 C LA J W cD O N Cr 01 v 0o cc T2 0 D O F E T3 N O T4 0 D co MATGHLINE PIER 3 T1 I C 1 N 01 C 0- PIER MOL I TI ON 4 NEW WORK 1" = 20'-0" 0@OggI YOB PC 04= ©TOCDC30CDC3 Gartek Project No. 2462 Gartek Engineering Corporation 7210 S.W. 39th Terrace/Miami, FI. 33155 (305)266-8997 Fax (305)264-9496 4723 West Atlantic Ave. Ste. A18/Delray Beach, FI. 33445 (561)637-8909 Fax (561)637-8959 www.gartek—engineering.com Certificate of Authorization #3144 Robert L. Betancourt, P.E. (Mechanical) State of Florida #34788 M. F. Garcia, P.E. (Electrical) State of Florida #24221 "In my professional judgement and to the best of my knowledge and belief, these plans and specifications comply with applicable Building Codes." - This document and the information it contains is the exclusive property of Gartek Engineering and may not be reproduced or used for other purpose other than the specific project for which it was prepared without the explicit consent of Gartek Engineering. m CC m CD DESCRIPTION x x x x > CC - DATE x x x x co O STATE OF FLORIDA EB N etc z 0 E z F z N DRAWING NOT VALID I WITHOUT EMBOSSED SEAL M. F. GARCIA FL. REG. 24221 SCALE: JOB: DATE: DRAWN: AS SHOWN 220200.06 07/07/08 SD/LG E-3 3 OF 6 SHEETS FILE NAME: F:\Project\220200.06\Construction Drawings\Working\220200_Base.dwg A - - - - PLAN VIEW SLIP No. PLAN VIEW SLIP No. PLAN VIEW SLIP No. PLAN VIEW SLIP No. # # # # # # IRE WITH 2 UCIF7LAMPS WTT 50A-2P CB S 2-USHBUTTON 1-50A-2P +LIGHT RESET P 411 11111 2-30A-1P CB'S REC'S 2-50A-2P CB'S + REC'S TYPICAL 11111 4[# + 1-50A-2P CB +REC +LIGHT RESET PUSHBUTTON (BOTH SIDES) 1-100A-2P CB + REC + LIGHT RESET PUSHBUTTON 1111 REC (2) 111 OSAKI ELECTRIC HOSE BIBB OSAKI ELECTRIC Co., LTD. WHR METER 111 HOSE BIBB, TELCOM, 1 SPARE OPENING Co., LTD. WHR METERIIII 4111 & TELCOM HOSE BIBB TELCOMM. Q Q EACH SIDE (2) SIDE VIEW ELEVATION DETAIL A & Al ELEVATION ELEVATION DETAIL B EACH SIDE (2) SIDE VIEW ELEVATION DETAIL C ELEVATION DETAIL D 2-50A-2P CB'S + REC'S 1-100A-2P CB + REC + LIGHT RESET PUSHBUTTON 2-100A-2P CB'S 1-60A-2P CB 2-60A-2P CB'S 1-100A-2P CB POWER MODULE P ACCESS DOOR POWER MODULE ACCESS DOOR - PLAN VIEW SLIP No. PLAN VIEW PUMP -OUT PLAN VIEW # # PUSHBUTTON WHERE INDICATED JBY THE PLANS 2-50A-2P CB'S i2-50A-2P REC + LIGHT RESET PUSHBUTTON (ONE SIDE ONLY) === === === == == HOSE BIBB TELCOMM. Q Q- SIDE VIEW ELEVATION DETAIL E MARINA POWER \ MARINA POWER Co., INC. ELEVATION DETAIL T4 Co., INC. ELEVATION DETAIL T3 ELECTRICAL DETAILS 1/2" = 11-0" Gartek Project No. 2462 Gartek Engineering Corporation 7210 S.W. 39th Terrace/Miami, FI. 33155 (305)266-8997 Fax (305)264-9496 4723 West Atlantic Ave. Ste. A18/Delray Beach, FI. 33445 (561)637-8909 Fax (561)637-8959 www.gartek—engineering.com Certificate of Authorization #3144 Robert L. Betancourt, P.E. (Mechanical) State of Florida #34788 M. F. Garcia, P.E. (Electrical) State of Florida #24221 `"In my professional judgement and to the best of my knowledge and belief, these plans and specifications comply with applicable Building Codes." This document and the information it contains is the exclusive property of Gartek Engineering and may not be reproduced or used for other purpose other than the specific project for which it was prepared without the explicit consent of Gartek Engineering. m CC m DESCRIPTION X X X X cc • DATE X X X X Ey 0 O z 0 z F z DRAWING NOT VALID 1 1 WITHOUT EMBOSSED SEAL 1 M. F. GARCIA FL REG. 24221 SCALE: AS SHOWN JOB: 220200.06 DATE: 07/07/08 DRAWN: SD/LG E-4 4 OF 6 SHEETS FILE NAME: F:\Project\220200.06\Construction Drawings\Working\220200_Base.dwg D EDY # 3 KWHR M METER M 1 . (F 3 2 CF-1 13.2KV 480V 30-3W INCOMING UNDERGROUND PRIMARY BY FPL PAD MOUNT LIQUID FILLED 1000KVA XFMR 3 4 5 F 2 0 350A 150A F____3) PIER 4 2ND 1/2 PIER 8 SLIPS 1-10 F 1 PIER 4 1ST 1/2 30A .1 400A ,0 0 400A 0 11 400A ._J STREET LIGHTS T1 T1 T1 T1 PIER 3 1ST 1/3 PIER 3 CTR 1/3 PIER 3 LAST 1/3 T1 T1 T2 T1 T2 FEEDER TO REMAIN UNDISTURBED T1 T2 T2 T2 T2 T2 T1 T2 T2 T1 T2 T1 T2 T2 T1 T2 T1 T2 T2 T2 T2 T1 T2 T2 T2 T2 TYPICAL MARINE POWER MODULE — SINGLE L I\ E D I A G A N NO SCALE NOTE: 1. ALL EQUIPMENT IS EXISTING TO REMAIN U.O.N. 2. REMOVE AND REPLACE WITH NEW. T2 T1 T2 T2 T2 T2 T2 T3 T1 D AREA OF WO< T4 0 T2 A T2 NOTE 2 NOTE 2 NOTE 2 (LT CKT) NOTE 2 FEEDE SCHEDULE TAG WIRE AND CONDUIT REMARKS -i) 3-3/0 AWG THW CU + 1-6 AWG(G) IN 2" SCHED 40 PVC CONDUIT (NOTE 1) 3-500 KCMIL THW CU + 1-2 AWG(G) IN 3"C SCHED 40 PVC CONDUIT (NOTE 1) ® 2 SETS 3-4/0 AWG THW CU + 1-2 AWG(G) IN 2 C SCHED 40 PVC CONDUIT EACH (NOTE 1) ® 2-8 AWG THW CU + 1-10 AWG(G) IN 1 "C SCHED 40 PVC CONDUIT (NOTE 1) F-4 NOTES: 1. EXISTING FEEDER n W SINGLE LINE 1,IA RAMS (EXISTING) 1/2" = I'-0" f Gartek Project No. 2462 Qartek Engineering Corporation 7210 S.W. 39th Terrace/Miami, FI. 33155 (305)266-8997 Fax (305)264-9496 4723 West Atlantic Ave. Ste. A18/Delray Beach, Fl. 33445 (561)637-8909 Fax (561)637-8959 www.gartek—engineering.com Certificate of Authorization #3144 Robert L. Betancourt, P.E. (Mechanical) State of Florida #34788 M. F. Garcia, P.E. (Electrical) State of Florida #24221 `"In my professional judgement and to the best of my knowledge and belief, these plans and specifications comply with applicable Building Codes." This document and the information it contains is the exclusive property of Gartek Engineering and may not be reproduced or used for other purpose other than the specific project for which it was prepared without the explicit consent of Gartek Engineering. CO CID O r7 a) 00 r` 1 STATE OF FLORIDA EB m CC m CD DESCRIPTION X X X X a- .Q DATE x x x x V Z E d. o � U M c M v, E o L_ N U 7 Z�� - W O rn Zu- •- Lc) _WI 2 LE CU t 0 1/40 a E1 0 O c E GJ OD c11 C c t43 00 01 a1 C W V C E C 2 .> C W as 0 N z 0 z a rt2 F z 1 DRAWING NOT VALID I 1 WITHOUT EMBOSSED SEAL 1 M. F. GARCIA FL. REG. 24221 SCALE: AS SHOWN JOB: 220200.06 DATE: 07/07/08 DRAWN: SD/LG E-5 5 OF 6 SHEETS ai O 3 rn 3 v47, 0 4) 0 U 0 0 0 0 0 N a 0 a w 3 LTG. CKT. - 0 MARINE POWER OUTLET PULL/SPLICE BOX 3-2 AWG + 6 AWG (G) IN 1.25" SCHED 40 PVC CONDUIT I _ 25 KVA 100 60 I 120/240V-10-3W 0 MARINE POWER OUTLET 2-2P-50A CB'S & RECEPTACLES, AND REMOVABLE • • 1-2P-100A CB & RECEPTACLE DECKING 25 KVA 100 (ON EACH OF TWO OPPOSING SIDES) o 60 120/240V-10-3W 0 o 0 o v v ' D ' D ' D 2-2 AWG + 6 AWG (G) IN 1.25" SCHED 40 PVC CONDUIT p. 0 0 - • - ° ' 0 - - ° p. , . . , p•° ,o ,o • ,o _ o , _ o _ o • _ ' D ' D _ " D ° ' ' ° ' ' ° ' ' „Nc. �_, c. o o. o o— LTG. CKT. _ o o au ( • D ,000 o 00 •�_ ' D ' -. ' 2-12 AWG THHN + 12 AWG (G), 1/2 C ° ° L. w. ° w < ° 'L. `L, < ° 0 0 0 0 0 0 0 o m o 0 0� o ' D '_D ' D = D "D v D ' D ' D ' D_ ' L '_D EXISTING PIER 2 SETS OF 3-4/0 AWG + 2 AWG (G) IN 2" SCHED. 40 PVC CONDUIT EACH. TYPICAL 'T4' POWER MODULE DISTRIBUTION (EXISTING) PULL BOX MISC. PIPING FOR TYPICAL FEEDERS FIRE MAIN PUMP -OUT & POTABLE WATER CONDUITS FOR TELCOM, FA, AND PEDESTAL LIGHT, AND PUMP OUT NO SCALE PIER SECTION (TYPICAL) NO SCALE LTG. CKT. LTG. CKT. LTG. CKT. - 00 0 O o0 g COMPACT FLUORESCENT COMPACT FLUORESCENT 0 LAMPS (2) 7W TT /- MARINE POWER OUTLET 1-50A-2P CB & RECEPTACLE, AND 2-30A-1 P CB'S &RECEPTACLES PULL/SPLICE LAMPS (2) 7W TT MARINE POWER OUTLET 1-50A-2P CB & RECEPTACLE, AND 2-30A-1P CB'S & RECEPTACLES COMPACT FLUORESCENT p PULL/SPLICE 3-2 AWG + 6 AWG (G) IN 0 BOX 3-2 AWG + 6 AWG (G) IN 0 PBOOXL/SPLICE 3-2 AWG + 6 AWG (G) IN LAMPS (2) 7W TT 1.25" SCHED 40 PVC CONDUIT (ON EACH OF TWO OPPOSING SIDES) 1.25" SCHED 40 PVC CONDUIT (ON EACH OF TWO OPPOSING SIDES) 1.25" SCHED 40 PVC CONDUIT • • o 25 KVA • 0 25 KVA 60 120/240V-10-3W 0 _ 25 KVA _ M MARINE POWER OUTLET 2-2P-50A CB'S, AND Ilf rai 60I 120/240V-10-3W I 25 KVA � I°--4 120/240V-10 -3W 0 2-2P-50A RECEPTACLES (ONE SIDE ONLY) 60 I 120/240V-10-3W 0 I I 2-6 AWG + 6AWG (G) IN 2-4 AWG + 6 AWG (GIN 3/4" SCHED 40 PVC CONDUIT WITH 2-12 AWG + 12 AWG (G) FOR LIGHTS o— LTG. CKT. — LTG. CKT. 2-2 AWG + 6 AWG (G) IN 1.25" SCHED 40 PVC CONDUIT MARINE POWER OUTLET 1-50A-2P CB &RECEPTACLE AND 2-30A-1P CB'S & RECEPTACLES 1" SCHED 40 PVC CONDUIT o— LTG. CKT. n 2-12 AWG THHN + 12 AWG (G), 1/2"C 2-12 AWG THHN + 12 AWG (G), 1/2"C (ON EACH OF TWO OPPOSING SIDES) 2-12 AWG THHN + 12 AWG (G), 1/2"C 2 SETS OF 2 AWG (G) 40 PVC CONDUIT ,_, 3-4/0 IN AWG + 2" SCHED. EACH. TYPICAL 'T1' POWER MODULE DISTRIBUTION (EXISTING) ...„„`.„ 2 SETS OF 2 AWG (G) 40 PVC CONDUIT LTG. CKT. 3-4/0 AWG + IN 2" SCHED. EACH. TYPICAL 'T2' POWER MODULE DISTRIBUTION (EXISTING) \---vim. 2 SETS OF 2 AWG (G) 40 PVC CONDUIT 3-4/0 IN AWG + 2" SCHED. EACH. TYPICAL 'T3' POWER MODULE DISTRIBUTION (EXISTING) a NO SCALE NO SCALE NO SCALE ELECTRICAL DETAILS 1/2" = 1'-0" Gartek Project No. 2462 Gartek Engineering Corporation 7210 S.W. 39th Terrace/Miami, FI. 33155 (305)266-8997 Fax (305)264-9496 4723 West Atlantic Ave. Ste. A18/Delray Beach, FI. 33445 (561)637-8909 Fax (561)637-8959 www.gartek-engineering.com Certificate of Authorization #3144 Robert L. Betancourt, P.E. (Mechanical) State of Florida #34788 M. F. Garcia, P.E. (Electrical) State of Florida #24221 `"In my professional judgement and to the best of my knowledge and belief, these plans and specifications comply with applicable Building Codes." This document and the information it contains is the exclusive property of Gartek Engineering and may not be reproduced or used for other purpose other than the specific project for which it was prepared without the explicit consent of Gartek Engineering. m CC m DESCRIPTION X X X X o- • DATE X X X X 0 d z 0 4 z F z DRAWING NOT VALID 1 1 WITHOUT EMBOSSED SEAL M. F. GARCIA FL. REG. 24221 SCALE: AS SHOWN JOB: 220200.06 DATE: 07/07/08 DRAWN: SO/LO E-6 6 OF 6 SHEETS cD cD I U O O CN N 0' c 0 0 0 c 0 U 0 O N N N 0 Q) 0 INDEX OF SHEETS MAINTENANCE CITY DINNER DREDGING -_o = �'•:oacoQP"oppso ''/'i''I q�' Il�gi''`x\/�;R OF : """'•"" tt F\/,,,� M -afiZgg� 1. MIAMI ' ,,' KEY I' :. z D NN R K Y MAR NA MA C Y 0 FOR N NANC DR DG NG M AM Sheet List Table Sheet Number Sheet Description G-1 _ LOCATION MAP AND INDEX OF SHEETS G-2 GENERAL NOTES AND ABBREVIATIONS G-3 _ EXISTING CONDITIONS G-4 GEOTECHNICAL INVESTIGATION PLAN CM-1 PROPOSED MAINTENANCE DREDGING PLAN CM-2 DREDGING SECTIONS — 1 CM-3 DREDGING SECTIONS — 2 CM-4 TURBIDITY CONTROL PLAN COASTAL_ CM-5 DREDGE MATERIAL HANDLING PLAN CM-6 DREDGE MATERIAL HANDLING SECTIONS 16010111. SYSTEMS COASTAL Coral www.CoastalSystemsInt.com State Civil INTERNATIONAL SYSTEMS 464 South Gables, Tel: 305-661-3655 of Florida Coastal, Environmental, Engineering INTERNATIONAL, Dilordalg EB and INC. 33146 #7087 Management O M �\1111M I 111�1 AM 33130 j / ••................... i ••,• A, •'• i° a)u= •• °�°D�'°'''` • �Ir / �a `,o c-D • ?v • •., q 11 o, 4P •.•• �� ��' •'• - ''� 9 +_o <�� �o 4 • i i PROJECT 3400 MIAMI PAN FL ADDRESS* 33133 AMERICAN • DRIVE CONSULTANTS su Nin •'• -' •'• VENETIANii T*- .. :� .,�,,�� • t•••ttp•N•••t \\ �� Mk ' ' ' Q • -. #y . 1.1 *, d� - �,,, it ♦ #• �. " w� fk� I - thWri • J �//III f^ �*'�_O # ' 4'SF . ••:►h �# kk} _.. ; ;- J• gRTy p " Bludnoaeit :ifidIrAY9r`U -me6 ....,"' .r . .;•. ".$v sue* . $•,, i MIAMI:1 111 , . V r - mi ..:7011, I •ii.„-_, F�x { 'a 4 4c(EfilmmlO Fr� +s=r�+ L. ■ Y 4Y'�G'iv if .-, , 1 l /% e'+Y �p )K1 iirn w�G " � ..JR w + "� hlpprin"gAvenue _ �yR/F ' ��, f..v, , • Ai Ail, . .k. ' r ' Mayor Manuel A. Diaz RICKENBACKER GOVERM CUT ENT g...T .r1� 52.ice tka l'a- *4'i , • b.E7 A t *. • r a = x+ ! L• 2. _ - y * ' :# ° * z ' �x K * * r is / + -" .. i" , : a .t 4' w _ - r+ a A+ nut �, 1. R . • �; a ' --. . ; , 44 L, CAUSEWAY ; , , �, ". '. ,rc�+�alp4�+enue. sir . e.: • 'VI e • F.• .. t.Mi 1 NM , - Commissioner Dist. 1 Angel Gonzalez _ _ _ _ KEY••• RGI N IA # � � ,�.:�,,.:., ..�4:• • : ,� _• �. ,: _=mm,,� - • . Commissioner Commissioner Commissioner • Dist. Dist. Dist. 2 3Joe 4 Tomas Marc D. Sarnoff1. Sanchez Regalado PROJECT v Zto :*` y ,q#'� �� A # Yw , T -. �r.. , _� R - ...0.� : , * *` 1. EN •"'�'_ , /ice �� _ - e 'r%ry 4 i 'F e e e o ° e e e Commissioner CityMana Capital ProgramCr Improvements Director g er Dist. 5 Michelle Pedro G. Spencer Hernandez Olao -Jones Aluko P.E.i';� LOCATION KEY BISCAYNE Q - 11. + ', r I. .• - : I �r • . '•i; ''i � yy�f4* ;� f Ilk �, 14�'� I + k 1(.w i. F 5 6 �: : , ' + PROJECT SITE e ° e e e e e • • • • ° e e e e NTS ,. NTS 1 01/29/08 PERMIT SET LOCATION MAP VICINITY MAP MAP ISSUE DATE DESCRIPTION PROJECT DATUM: DRAWN CHECKED N O : BY: BY: 220200.04 MLW JDB JMB DESIGN TEAM COASTAL ENGINEER OF RECORD I \WITHOUT / // DRAWING EMBOSSED , .... .... T.K. BLANKENSHIP FL. REG. NOT ..... # 55910 N \\ VALID 1 SEAL/ ...„ -1 OP ---111.1.- .. �_ - Ale, ' vo + OtVA 9 :: 1 \‘1) 4 `�91:)) , LOCATION AND APi MAP SYSTEMS INTERNATIONAL INDEX OF SHEETS G-1 1 OF 10 SHEETS F:\Project\220200.04\Construction Drawings\220200.04VC_G-1_G-3.dwg 1 2 3 4 5 6 7 8 F E D C B A GENERAL NOTES: 1. THE WORK CONSISTS OF FURNISHING ALL CONSTRUCTION, LABOR, EQUIPMENT AND MATERIALS AND PERFORMING ALL OPERATIONS IN CONNECTION WITH MAINTENANCE DREDGING AS SHOWN ON THESE DRAWINGS. 2. THESE PLANS ARE INCOMPLETE WITHOUT THE CORRESPONDING TECHNICAL SPECIFICATIONS. 3. THE CONTRACTOR SHALL ABIDE BY ALL NOTES AND CONDITIONS INDICATED ON THE CONSTRUCTION PLANS AND PERMITS. IF THE CONTRACTOR VIOLATES ANY CONDITION OF THE PERMIT AND WORK IS STOPPED BY THE STATE OR OTHER PUBLIC ENTITY, THEN ANY ADDITIONAL COSTS INCURRED BY THE CONTRACTOR SHALL BE PAID BY THE CONTRACTOR AND NOT CHARGED TO THE OWNER. 4. UNDERGROUND AND SUBAQUEOUS IMPROVEMENTS AND/OR UTILITIES WERE NOT LOCATED AS PART OF THIS SURVEY AND SHOULD BE FIELD VERIFIED PRIOR TO ANY DREDGING. 5. ENGINEER IS RESPONSIBLE FOR OBTAINING ENVIRONMENTAL PERMITS FOR THE PROJECT. COPIES ARE INCORPORATED IN THE TECHNICAL SPECIFICATIONS, AND THE CONTRACTOR SHALL ABIDE BY ALL REGULATIONS AND PERMIT CONDITIONS. 6. ANY DISCREPANCIES IN THE PLANS WITH FIELD CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. CONSTRUCTION SHALL NOT CONTINUE UNTIL THE ENGINEER HAS ADDRESSED THE DISCREPANCIES. 7. FOR LEGEND SYMBOLS REFER TO INDIVIDUAL PLAN SHEETS. 8. DINNER KEY IS AN OPERATING MARINA, AND CONTRACTOR SHALL COORDINATE CONSTRUCTION OPERATIONS WITH MARINA MANAGEMENT. CONTRACTOR SHALL PROTECT CONSTRUCTION AREA WITH TEMPORY FENCING AND SIGNAGE AND PREVENT PEDESTRIAN ACCESS. 9. REFER TO SHEET G-4 FOR JET PROBE INFORMATION. 10. SEDIMENT CHARACTERIZATION REPORT CONDUCTED BY ARDAMAN AND ASSOCIATES DATED OCTOBER, 2005. SURVEY NOTES 1. HORIZONTAL COORDINATES ARE IN FEET, REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM 1983. 2. SOUNDINGS ARE IN FEET AND REFERENCED TO MEAN LOW WATER, (MLW). REFER TO DIAGRAM, THIS SHEET. 3. HYDROGRAPHIC SURVEY WAS CONDUCTED BY COASTAL SYSTEMS INTERNATIONAL, INC. IN MARCH AND APRIL OF 2005. 4. MARINE RESOURCE SURVEY WAS CONDUCTED BY COASTAL SYSTEMS ON AUGUST 23 AND 24, 2005 AND NO SUBMERGED AQUATIC VEGETATION WAS OBSERVED WITHIN THE PROPOSED DREDGING AREA. 5. TOPOGRAPHIC SURVEY CONDUCTED BY HIGH SURVEYING AND MAPPING DATED SEPTEMBER 5, 2005. 6. BOUNDARY SURVEY CONDUCTED BY FERNANDO Z. GATELL, PLS DATED MARCH 2000 AND SEPTEMBER 2000, WITH UPDATED SURVEY PROVIDED BY F.R. ALEMAN AND ASSOCIATES DATED JUNE 2006. 7. THE HYDROGRAPHIC INFORMATION SHOWN ON THIS MAP REPRESENTS THE RESULTS OF MEASUREMENTS PERFORMED ON MARCH AND APRIL, 2005 AND CAN ONLY BE CONSIDERED TO INDCATE THE GENERAL CONDITIONS EXISTING AT THE TIME. 8. VESSEL BASED SOUNDINGS WERE OBTAINED USING ROSS MODEL 825 SURVEY FATHOMETER OPERATING AT 200 KHZ. 9. MEASUREMENTS NEAR DOCKS AND SEAWALLS WERE OBTAINED USING TRIMBLE RTK (REAL TIME KINEMATIC) GPS FOR BOTH HORIZONTAL AND VERTICAL MEASUREMENTS. 10. HORIZONTAL POSITIONING FOR VESSEL -BASED MEASUREMENTS WAS SUPPLIED VIA TRIMBLE DIFFERENTIAL GPS USING US COAST GUARD RADIO BEACON CORRECTIONS. 11. CONTOUR INTERVAL IS 1 FOOT. DREDGING NOTES 1. DREDGING SHALL BE COMPLETED WITH MECHANICAL METHODS, I.E. EXCAVATOR OR CLAMSHELL. 2. DREDGING, MATERIAL TRANSPORT, AND PLACEMENT OPERATIONS ARE LIMITED TO DAYLIGHT HOURS. 3. PROVIDE INDEPENDENT ENDANGERED SPECIES OBSERVER IN ACCORDANCE WITH ENVIRONMENTAL PERMITS TO MONITOR DREDGING, MATERIAL TRANSPORT, AND PLACEMENT OPERATIONS. 4. OWNER TO CONDUCT PRECONSTRUCTION HYDROGRAPHIC SURVEYS OF DREDGING AND PLACEMENT AREAS AS WELL AS CONTRACT PAYMENT SURVEYS. 5. DREDGING AND MARINE CONSTRUCTION EQUIPMENT SHALL RESTRICT OPERATIONS TO MARKED NAVIGATION CHANNELS AND THE OPERATION CORRIDORS SHOWN ON THESE PLANS. 6. ALL TOWING OPERATIONS SHALL BE CONDUCTED "ON THE HIP" OR WITH FLOATING LINES TO PREVENT TOW CABLE DRAGS AND IMPACTS TO MARINE RESOURCES. 7. MATERIAL TO BE BARGED FROM MARINA AREA TO HANDLING AREA IN PARKING LOT OF MARINE STADIUM AS DIRECTED BY CITY. MATERIAL TO BE DRIED AND TRUCKED TO APPROVED PLACEMENT SITE IN VIRGINIA KEY DREDGED MATERIAL AREA. DREDGING TURBIDITY CONTROL NOTES: 1. CONTRACTOR SHALL SUBMIT TURBIDITY CONTROL PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION IN ACCORDANCE WITH TECHNICAL SPECIFICATIONS AND REGULATORY PERMITS. 2. TURBIDITY SHALL BE MONITORED VISUALLY AT THREE HOUR INTERVALS AS OUTLINED IN THE SPECIFICATIONS AND REGULATORY PERMITS. 3. TURBIDITY CURTAINS SHALL BE DEPLOYED FOR THE DREDGING PROJECT ALONG THE ENTIRE AREA, PROJECT TURBIDITY CONTROL LIMITS, AS SHOWN. 4. CONTRACTOR SHALL DEPLOY PHASED TURBIDITY CURTAINS AS SHOWN WITHIN THE PROJECT TURBIDITY CONTROL LIMITS WITH A FLOATING CURTAIN LENGTH FOR EFFICIENT PRODUCTION WITH HIS DREDGE PLANT AND ASSOCIATED FLOATING EQUIPMENT. THESE PHASED TURBIDITY CONTROL MEASURES WILL BE RELOCATED AS THE PROJECT PROGRESSES WITHIN THE PROJECT TURBIDITY CONTROL LIMITS. THE LENGTH AND ORIENTATION OF THE PHASED TURBIDITY CONTROL CURTAINS ON THIS PLAN IS PROVIDED FOR INFORMATION ONLY AND THE CONTRACTOR SHALL SPECIFY HIS PREFERRED LENGTH OF TURBIDITY CONTROL CURTAIN AND PHASING PLAN IN ACCORDANCE WITH REGULATORY PERMITS. 5. TURBIDITY CURTAINS SHALL NOT BE RELOCATED/REMOVED FROM DREDGING AREA UNTIL TURBIDITY LEVELS WITHIN THE ENCLOSED AREA RETURN TO BACKGROUND LEVELS OUTSIDE THE CURTAINS. 6. TURBIDITY CURTAINS SHALL BE SECURED WITH TEMPORARY STEEL OR TIMBER PILINGS AT SUFFICIENT SPACING TO MAINTAIN CONTROL FUNCTION. SEE TYPICAL DETAILS SHEET CM-4. ABBREVIATIONS ALUM. ALUMINUM APPROX. APPROXIMATE BLT. BUILT CL CENTER LINE CLR. CLEAR C.O. CLEAN OUT CONC. CONCRETE CONT. CONTINUOUS DIA./0 DIAMETER EA. EACH ELEV. ELEVATION EXIST. EXISTING GALV. GALVANIZED MAX. MAXIMUM MIN. MINIMUM MHW MEAN HIGH WATER MHHW MEAN HIGHER HIGH WATER MLW MEAN LOW WATER NO. NORTH O.C. ON CENTER P.E. PROFESSIONAL ENGINEER PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH SS STAINLESS STEEL STL. STEEL TYP. TYPICAL SECTION DETAIL LABEL NUMBER INDICATES DETAIL ADDITIONAL SHEET WHERE REFERENCED SHEET WHERE DETAIL OR SECTION TAKEN DATUM DIAGRAM MHW 0.14' 1.73' 0.18' 0.12' NAVD 88 NGVD 29 MLW (0.0 FEET) MLLW REF. NOS. TIDE STATION 8723214 (1983-2001 EPOCH) N.T.S. LETTER INDICATES SECTION SHEET NUMBER WHERE DETAIL OR SECTION IS DRAWN NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (24"x36") F DINNER KEY MAINTENANCE DREDGING CITY OF MIAMI E COASTAL 00, le" woo - SYSTEMS INTERNATIONAL COASTAL SYSTEMS INTERNATIONAL INC. 464 South Dixie Highway Coral Gables, Florida 33146 Tel: 305-661-3655 Fax: 305-661-1914 www.CoastalSystemslnt.com State of Florida EB #7087 Coastal, Environmental, Civil Engineering and Management D CONSULTANTS C B 1 01/29/08 PERMIT SET ISSUE DATE DESCRIPTION PROJECT NO: DATUM: DRAWN BY: CHECKED BY: 220200.04 MLW JDB JMB ENGINEER OF RECORD A i DRAWING NOT VALID \WITHOUT EMBOSSED SEAL/ T.K. BLANKENSHIP FL. REG. # 55910 GENERAL NOTES AND ABBREVIATIONS G-2 1 2 3 4 5 6 7 8 2 OF 10 SHEETS F:\Project\220200.04\Construction Drawings\220200.04VC_G-1_G-3.dwg 1 2 3 4 5 6 7 8 F E D C B A CONVENTION CENTER 1 EXISTING BULKHEAD (TYP.) NOTES 1. REFER TO SHEET G-2 FOR SURVEY NOTES EXISTING CONDITIONS SCALE: r=md 100 0 SCALE IN FEET 1" = 100'-0" 50 NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (24"x36") F DINNER KEY MAINTENANCE DREDGING CITY OF MIAMI E COASTAL 0000405016. SYSTEMS INTERNATIONAL COASTAL SYSTEMS INTERNATIONAL INC. 464 South Dixie Highway Coral Gables, Florida 33146 Tel: 305-661-3655 Fax: 305-661-1914 www.CoastalSystemslnt.com State of Florida EB #7087 Coastal, Environmental, Civil Engineering and Management D CONSULTANTS C B 1 01/29/08 PERMIT SET ISSUE DATE DESCRIPTION PROJECT NO: DATUM: DRAWN BY: CHECKED BY: 220200.04 MLW JDB JMB ENGINEER OF RECORD A DRAWING NOT VALID \WITHOUT EMBOSSED SEAL/ T.K. BLANKENSHIP FL. REG. # 55910 EXISTING CONDITIONS • • G-3 1 2 3 4 5 6 7 8 3 OF 10 SHEETS F:\Project\220200.04\Construction Drawings\220200.04VC_G-1_G-3.dwg 1 2 3 4 5 6 7 8 F E D C B A Jet Probe # 19 20 21 22 23 24 25 26 27 28 29 30 31 32 DINNER KEY MARINA JET PROBES X 906979 907048 907209 907297 907639 907711 907888 908011 908144 908216 908346 908500 908634 908605 Y 507186 507243 507312 507328 506957 506836 506996 507129 507250 507330 507242 507255 507378 507564 Water Depth 5' 4' 1' 2' 5' 9' 5' 5' 3' 1' 6' 6' 6' 6' * REFER TO JET PROBE LOGS IN APPENDIX OF TECHNICAL SPECIFICATIONS Comments 2.5' Muck 2.5' Muck 10+' Muck 12+' Muck 1.5' Muck 4' Muck 1' Muck 2' Muck 6' Muck 5.5' Muck 3' Muck 3' Muck 4' Muck 2' Muck CONVENTION CENTER NOTES: 1. LOCATIONS OF JET PROBES AND SEDIMENT SAMPLES ARE APPROXIMATE. 2. SEDIMENT SAMPLES OBTAINED BY ARDAMAN AND ASSOCIATES. REFER TO OCTOBER, 2005 REPORT IN APPENDIX OF TECHNICAL SPECIFICATIONS. 0-0 GEOTECHNICAL INVESTIGATION PLAN dSCALE: 1" = 100' LEGEND JP 32 = JET PROBE SPOIL ISLAND, TYP. 100 0 50 SCALE IN FEET 1" = 100'-0" NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (24"x36") F DINNER KEY MAINTENANCE DREDGING CITY OF MIAMI E COASTAL SYSTEMS INTERNATIONAL COASTAL SYSTEMS INTERNATIONAL INC. 464 South Dixie Highway Coral Gables, Florida 33146 Tel: 305-661-3655 Fax: 305-661-1914 www.CoastalSystemslnt.com State of Florida EB #7087 Coastal, Environmental, Civil Engineering and Management D CONSULTANTS C B 1 01/29/08 PERMIT SET ISSUE DATE DESCRIPTION PROJECT NO: DATUM: DRAWN BY: CHECKED BY: 220200.04 MLW JDB JMB ENGINEER OF RECORD A DRAWING NOT VALID \WITHOUT EMBOSSED SEAL/ T.K. BLANKENSHIP FL. REG. # 55910 GEOTECHNICAL INVESTIGATION PLAN G-4 1 2 3 4 5 6 7 8 4 OF 10 SHEETS F:\Project\220200.04\Construction Drawings\220200.04VC_MD-1.dwg 1 2 3 4 5 6 7 8 F E D C B A 1 X E 906883 N 507228 '5( • 44, E 907316 N 507416 .00rr rr r ESTIMATED DREDGE QUANTITIES: DREDGE QUANTITIES: STA. 0+00 — STA. 9+00 MAINTENANCE DREDGING TO —5' (MLW) DREDGE AREA= 24,243 S.F. DREDGE VOLUME= 850 C.Y. 1 FT. OVERDREDGE= 900 C.Y. TOTAL= 1,750 C.Y. DREDGE QUANTITIES: STA. 9+00 — STA. 13+00 //////// MAINTENANCE DREDGING TO —4.4' (MLW) DREDGE AREA= 11,569 S.F. DREDGE VOLUME= 195 C.Y. TOTAL= 195 C.Y. DREDGE QUANTITIES: STA. 13+00 — STA. 16+00 MAINTENANCE DREDGING TO —5' (MLW) DREDGE AREA= 13,370 S.F. DREDGE VOLUME= 918 C.Y. TOTAL= 918 C.Y. DREDGE QUANTITIES: STA. 16+00 — STA. 18+61 MAINTENANCE DREDGING TO —6' (MLW) DREDGE AREA= 11,414 S.F. DREDGE VOLUME= 985 C.Y. 1 FT. OVERDREDGE= 425 C.Y. TOTAL= 1,410 C.Y. DREDGE QUANTITIES: STA. 18+61 — STA. 23+00 MAINTENANCE DREDGING TO —5' (MLW) DREDGE AREA= 22,585 S.F. DREDGE VOLUME= 2,142 C.Y. 1 FT. OVERDREDGE= 836 C.Y. TOTAL= 2,978 C.Y. DREDGE QUANTITIES: STA. 23+00 — STA. 25+50 / / / / / / / / , MAINTENANCE DREDGING TO —4' (MLW) DREDGE AREA= 18,815 S.F. DREDGE VOLUME= 1,575 C.Y. 1 FT. OVERDREDGE= 700 C.Y. TOTAL= 2,275 C.Y. DEPTH NOT TO EXCEED INDICATED MAINTENANCE DREDGING, INCLUDING OVERDREDGE. ESTIMATED DREDGING VOLUMES DREDGING TO —4' MLW 1,575 CY DREDGING TO —4.4 MLW 195 CY DREDGING TO —5' MLW 3,910 CY DREDGING TO —6' MLW 985 CY OVERDREDGE TO —1' 2,861 CY TOTAL 9,526 CY 1 }00 20 10 xO E 907373 N 507233 \\ lit r CONVENTION CENTER rot, IXISTING BULKHEAD (TYP.) E 907753 N 506881 NOTES: 1. REFER TO SHEET G-2 FOR GENERAL, SURVEY DREDGING AND TURBIDITY CONTROL NOTES. 2. REFER TO SHEET G-4 FOR GEOTECHNICAL INVESTIGATION PLAN. 3. REFER TO SHEETS CM-2 THROUGH CM-3 FOR DREDGE CROSS SECTIONS. 4. REFER TO SHEET CM-5 FOR DREDGE MATERIAL HANDLING PLAN 5— 5 S 00 PROPOSED MAINTENANCE DREDGING PLAN <1 SCALE: 1" = 100' .8� SPOIL ISLAND N —3 DREDGE UMIT CONTROL DATA POINT FASTING (FT.) NORTHING FT A 908637 B 908684 C 908623 D 908507 E 908403 F 908315 G 908232 H 907896 907738 J 907324 K 907317 L 907295 M 907247 N 907106 0 906942 2 —4 507535 507494 507345 507236 507180 507212 507287 506956 506819 507190 507224 507254 507279 507230 507132 SPOIL ISLAND, TYP. LEGEND: DREDGE CONTROL POINT 100 0 I 50 SCALE IN FEET 1 " = 100'-0" NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (24"x36") F DINNER KEY MAINTENANCE DREDGING CITY OF MIAMI E COASTAL SYSTEMS INTERNATIONAL COASTAL SYSTEMS INTERNATIONAL INC. 464 South Dixie Highway Coral Gables, Florida 33146 Tel: 305-661-3655 Fax: 305-661-1914 www.CoastalSystemslnt.com State of Florida EB #7087 Coastal, Environmental, Civil Engineering and Management D CONSULTANTS C B 1 01/29/08 PERMR SET ISSUE DATE DESCRIPTION PROJECT NO: DATUM: DRAWN BY: CHECKED BY: 220200.04 MLW JDB JMB ENGINEER OF RECORD A i N DRAWING NOT VALID \WITHOUT EMBOSSED SEAL] T.K. BLANKENSHIP FL. REG. # 55910 PROPOSED MAINTENANCE DREDGING PLAN CM-1 1 2 3 4 5 6 7 8 5 OF 10 SHEETS F:\Project\220200.04\Construction Drawings\220200.04VC_DS-1.dwg 1 2 3 4 5 6 7 8 F E D C B A 20.0 10.0 EXISTING GRADE PROPOSED DREDGING TO (-5.0') 0.0 --- T 1' ALLOWABLE -20.0 -100 20.0 10.0 W I 0.0 0 -10.0 ELEVATION IN FEET (MLW) LL 0.0 z 0 -10.0 OVERDREDGE -90 -80 -70 -60 -50 -40 -30 DISTANCE FROM BASELINE STA:1+00 20.0 10.0 0.0 10.0 -20.0 -20 -10 0 EXISTING GRADE PROPOSED DREDGING TO (-5.0') 0.0 1' ALLOWABLE OVERDREDGE - 20.0 - _ - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 DISTANCE FROM BASELINE STA: 2+00 20.0 10.0 0.0 - 10.0 EXISTING GRADE PROPOSED DREDGING TO (-5.0') 0.0 -20.0 - 100 20.0 10.0 W 0.0 0 g -10.0 1' ALLOWABLE OVERDREDGE - 90 -80 -70 -60 -50 -40 -30 -20 -10 DISTANCE FROM BASELINE STA: 3+00 EXISTING GRADE PROPOSED DREDGING TO (-5.0') 0.0 .r„T7./7/7 1' ALLOWABLE - 20.0 - 100 20.0 10.0 OVERDREDGE - 90 -80 -70 -60 -50 -40 -30 DISTANCE FROM BASELINE 4+00 - 20 -10 EXISTING GRADE PROPOSED DREDGING 0.0 1ALLOWABLE - 20.0 - 100 20.0 10.0 0.0 -10.0 OVERDREDGE - 90 -80 -70 -60 -50 -40 -30 DISTANCE FROM BASELINE 5+00 20.0 10.0 0.0 - 10.0 - 20.0 20.0 10.0 0.0 - 10.0 - 20.0 20.0 10.0 0.0 10.0 - 20.0 20.0 10.0 0.0 - 10.0 - 20.0 - 20 -10 0 EXISTING GRADE PROPOSED DREDGING TO (-5.0') 0.0 - 20.0 - 100 - 90 -80 -70 -60 -50 -40 -30 DISTANCE FROM BASELINE 6+00 1' ALLOWABLE OVERDREDGE 20.0 10.0 0.0 - 10.0 - 20.0 - 20 -10 0 20.0 10.0 W I 0.0 0 -10.0 ELEVATION IN FEET (MLW) ELEVATION IN FEET (MLW) 10.0 -10.0 EXISTING GRADE PROPOSED DREDGING TO (-5.0') 0.0 1 ' ALLOWABLE 20.0 - 100 20.0 10.0 0.0 - 10.0 - 90 -80 -70 -60 -50 -40 -30 DISTANCE FROM BASELINE 7+00 20.0 10.0 0.0 10.0 OVERDREDGE -20.0 - 20 -10 0 EXISTING GRADE PROPOSED DREDGING TO (-5.0') • 0.0 1 ALLOWABLE - 20.0- 100 20.0 10.0 0.0 - 10.0 - 90 -80 -70 -60 -50 -40 -30 DISTANCE FROM BASELINE 8+00 OVERDREDGE 20.0 10.0 0.0 10.0 - 20 -10 0 -20.0 EXISTING GRADE PROPOSED DREDGING 0.0 20.0 10.0 0.0 - 20-1 0 -90 -80 -70 -60 -50 -40 -30 -20 -10 DISTANCE FROM BASELINE 9+01 20.0 10.0 EXISTING GRADE PROPOSED DREDGING TO TO (-4.4') 0.0 - 20.0- 100 -90 -80 20.0 10.0 W I 0.0 0 8 -10.0 W -70 -60 -50 -40 -30 -20 -10 DISTANCE FROM BASELINE 10+00 10.0 - 20.0 20.0 10.0 0.0 - 10.0 2 0-0.0 EXISTING GRADE -PROPOSED DREDGING TO (-4.4') 20.0 10.0 • o.o 0.0 -20.0 -' - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 DISTANCE FROM BASELINE 11+00 20.0 10.0 0.0 0 -10.0 - 20.0 EXISTING GRADE PROPOSED DREDGING TO (-4.4') • 0.0 - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 DISTANCE FROM BASELINE 12+00 10.0 20.0 20.0 10.0 0.0 10.0 -20.0 0 20.0 10.0 W I 0.0 0 -10.0 ELEVATION IN FEET (MLW) W 20.0 EXISTING GRADE 20.0 PROPOSED DREDGING 10.0 TO (-5.0') �] 0.0 0.0 - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 DISTANCE FROM BASELINE 13+01 20.0 10.0 0.0 - 10.0 - 20.0 - 10.0 -20.0 0 EXISTING GRADE 20.0 PROPOSED DREDGING 10.0 TO (-5.0') 0.0 0.0 - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 DISTANCE FROM BASELINE 13+50 20.0 10.0 10.0 0- 20.0 EXISTING GRADE PROPOSED DREDGING TO (-5.0') 0.0 -10.0 - 20.0 0.0 - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 DISTANCE FROM BASELINE 14+00 20.0 10.0 0.0 0 -10.0 10.0 -10.0 - 20.0 PROPOSED DREDGING EXISTING GRADE TO (-5.0') 0.0 - 100 -90 -80 -70 -60 -50 -40 -30 -20 -10 DISTANCE FROM BASELINE 15+00 20.0 10.0 EXISTING GRADE PROPOSED DREDGING TO (-6.0') o.o - 20.0- 100 20.0 OVERDREDGE - 90 -80 -70 -60 -50 -40 -30 -20 -10 DISTANCE FROM BASELINE 16+01 EXISTING GRADE PROPOSED DREDGING TO (-6.0') 0.0 -20.0- 100 ill 1' ALLOWABLE OVERDREDGE - 90 -80 -70 -60 -50 -40 -30 -20 -10 DISTANCE FROM BASELINE 17+00 20.0 10.0 0.0 - 10.0 - 20.0 20.0 10.0 0.0 - 10.0 - 20.0 20.0 10.0 0.0 -10.0 - 20.0 20.0 10.0 0.0 -10.0 20.0 20 0 10 SCALE IN FEET 1 " = 20'-0" NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (24"x36") F DINNER KEY MAINTENANCE DREDGING CITY OF MIAMI E i COASTAL .1611"- csktooialh- SYSTEMS INTERNATIONAL COASTAL SYSTEMS INTERNATIONAL INC. 464 South Dixie Highway Coral Gables, Florida 33146 Tel: 305-661-3655 Fax: 305-661-1914 www.CoastalSystemslnt.com State of Florida EB #7087 Coastal, Environmental, Civil Engineering and Management D CONSULTANTS C B 1 01/29/08 PERMIT SET ISSUE DATE DESCRIPTION PROJECT NO: DATUM: DRAWN BY: CHECKED BY: 220200.04 MLW JDB JMB ENGINEER OF RECORD A DRAWING NOT VALID \WITHOUT EMBOSSED SEAL/ i i T.K. BLANKENSHIP FL. REG. # 55910 DREDGING SECTIONS -1 • CM-2 1 2 3 4 5 6 7 8 6 OF 10 SHEETS F:\Project\220200.04\Construction Drawings\220200.04VC_DS-1.dwg 1 2 3 4 5 6 7 8 F E D C B A ELEVATION IN FEET (MLW) 20.0 EXISTING GRADE PROPOSED DREDGING TO (-6.0') 0.0 -20.0100 20.0 10.0 0.0 - 10.0 -90 -70 -60 -50 -40 -30 DISTANCE FROM BASELINE 18+00 PROPOSED DREDGING 1ALLOWABLE OVERDREDGE -20 -10 TO (-5.0') EXISTING GRADE - 20.0- 100 20.0 10.0 W 0.0 0 -10.0 - 90 -80 -70 -60 -50 -40 -30 DISTANCE FROM BASELINE 19+00 Co 0 0.0 1' ALLOWABLE OVERDREDGE 20.0 10.0 0.0 -10.0 0 -20.0 20.0 20 10 W Z 0 0 -10 -20 -160 20 0 EXISTING GRADE -PROPOSED DREDGING TO (-5.0') O.O 1' ALLOWABLE -150 -1 0 -130 -120 -110 -100 -60 -50 -40 -30 DISTANCE FROM BASELINE 21+00 PROPOSED DREDGING OVERDREDGE -20 -10 10.0 - 10 W I 0.0 z 0 Co„rr7/7>; 717777 10.0 �-10 - - - 20 -10 0 20.0 PROPOSED DREDGING EXISTING GRADE N TO (-5.0') J W -21140 -130 -120 TO (-5.0') * EXISTING GRADE 0.0 1 ' ALLOWABLE 20.0 20.0 10.0 10.0 o: -Fo.o 10.0 1' ALLOWABLE - 20.0- 100 - 90 -80 -70 -60 -50 -40 -30 DISTANCE FROM BASELINE 20+00 OVERDREDGE - 20 -10 0 20.0 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 DISTANCE FROM BASELINE 22+00 PROPOSED DREDGING TO (-4.0') EXISTING GRADE 0.0 20.0100 -90 -80 1' ALLOWABLE -70 -60 -50 -40 -30 DISTANCE FROM BASELINE 23+01 OVERDREDGE OVERDREDGE -10 0 20.0 10.0 0.0 -10.0 -20 -10 0 -2 a0 20.0 10.0 W 0.0 0 -10.0 ELEVATION IN FEET (MLW) EXISTING GRADE PROPOSED DREDGING TO (-4.0') 0 0.0 1' ALLOWABLE 20.0100 20.0 10.0 0.0 10.0 -90 -80 -70 -60 -50 -40 -30 DISTANCE FROM BASELINE 24+00 PROPOSED DREDGING OVERDREDGE 20.0 10.0 0.0 -10.0 -20 -10 0-20.0 TO (-4.0') EXISTING GRADE 0.0 20.0100 hil -90 -80 -70 -60 -50 -40 -30 L DISTANCE FROM BASEUNE 25+00 1' ALLOWABLE OVERDREDG OVERDREDGE 20.0 10.0 0.0 -10.0 -20 -10 0 20.0 20 0 10 SCALE IN FEET 1 " = 20'-0" NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (24"x36") F DINNER KEY MAINTENANCE DREDGING CITY OF MIAMI E COASTAL -40611"- SYSTEMS INTERNATIONAL COASTAL SYSTEMS INTERNATIONAL INC. 464 South Dixie Highway Coral Gables, Florida 33146 Tel: 305-661-3655 Fax: 305-661-1914 www.CoastalSystemslnt.com State of Florida EB #7087 Coastal, Environmental, Civil Engineering and Management D CONSULTANTS C B 1 01/29/08 PERMIT SET ISSUE DATE DESCRIPTION PROJECT NO: 220200.04 DATUM: MLW DRAWN BY: JDB CHECKED BY: JMB ENGINEER OF RECORD A DRAWING NOT VALID \WITHOUT EMBOSSED SEAL/ T.K. BLANKENSHIP FL. REG. # 55910 DREDGING SECTIONS - 2 • CM-3 1 2 3 4 5 6 7 8 7 OF 10 SHEETS F:\Project\220200.04\Construction Drawings\220200.04VC_TC-1.dwg F E D C B A BULKHEAD, TYP. A 1 PRIMARY FLOATING TURBIDITY BARRIER 2 CONVENTION CENTER BARGE BEING LOADED WITH DREDGED MATERIAL SECONDARY FLOATING TURBIDITY BARRIER INSTALL TEMPORARY PILES OR ANCHOR CURTAIN AS REQUIRED IM' DREDGED MATERIAL ILI TI IT CRANE BARGE TURBIDITY CONTROL DETAIL NOT TO SCALE 3 MARINA OFFICE SEE DETAIL THIS SHEEE&F APPROXIMATE LIMITS OF DOUBLE TURBIDITY CURTAIN TO BE RELOCATED AS NECESSARY DURING DREDGING OPERATIONS (SEE DETAIL THIS SHEET) STEEL SHEET PILE & GEOTEXTILE FILTER FABRIC ON MATERIAL BARGE A A TEMPORARY FLOATING TURBIDITY CURTAIN SPOIL MATERIAL BULKHEAD SECONDARY TURBIDITY BARRIER 4 5 6 7 P. TURBIDITY CURTAIN ALONG THIS PORTION OF BULKHEAD TO or PROTECT RESOURCES. OFFSET APPROXIMATELY 2' FROM BULKHEAD TYP. SEE DETAIL ON THIS SHEET.' PROPOSED TURBIDITY CONTROL PLAN <1 SCALE: 1" = 100' / EXCAVATED� SPOIL MATERIAL i MATERIAL BARGE WORKING BARGE PRIMARY TURBIDITY BARRIER TURBIDITY BARRIER DETAIL NOT TO SCALE BULKHEAD, TYP. TURBIDITY CURTAIN OFFSET TO PROTECT MARINE RESOURCES, TYP. MARINE RESOURCES ON BULKHEAD, TYP. TYPICAL RESOURCE TURBIDITY CURTAIN DETAIL NOT TO SCALE 8 NOTES: 1. REFER TO SHEET G-2 FOR TURBIDITY CONTROL NOTES. 100 0 50 SCALE IN FEET 1 " = 100'-0" NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (24"x36") F DINNER KEY MAINTENANCE DREDGING CITY OF MIAMI E COASTAL SYSTEMS INTERNATIONAL COASTAL SYSTEMS INTERNATIONAL INC. 464 South Dixie Highway Coral Gables, Florida 33146 Tel: 305-661-3655 Fax: 305-661-1914 www.CoastalSystemslnt.com State of Florida EB #7087 Coastal, Environmental, Civil Engineering and Management D CONSULTANTS C B 1 01/29/08 PERMIT SET ISSUE DATE DESCRIPTION PROJECT NO: DATUM: DRAWN BY: CHECKED BY: 220200.04 MLW JDB JMB ENGINEER OF RECORD A i DRAWING NOT VALID \WITHOUT EMBOSSED SEAL/ T.K. BLANKENSHIP FL. REG. # 55910 TURBIDITY CONTROL PLAN • CM-4 1 2 3 4 5 6 7 8 8 OF 10 SHEETS F:\Project\220200.04\Construction Drawings\220200.04VC_DM-1.dwg 1 2 3 4 5 6 7 8 F E D C B A MARINE STADIUM MARINA DREDGED MATERIAL HANDLING AND DRYING AREA RICKENBACKER CAUSEWAY DREDGE MATERIAL HANDLING PLAN SCALE: 1" = 1000' NOTED REFER TO SHEET CM-6 FOR DREDGED MATERIAL NOTES AND DETAILS. 0 500 1000 SCALE IN FEET 1" = 1000' NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (24"x36") F DINNER KEY MAINTENANCE DREDGING CITY OF MIAMI E COASTAL SYSTEMS INTERNATIONAL COASTAL SYSTEMS INTERNATIONAL INC. 464 South Dixie Highway Coral Gables, Florida 33146 Tel: 305-661-3655 Fax: 305-661-1914 www.CoastalSystemslnt.com State of Florida EB #7087 Coastal, Environmental, Civil Engineering and Management D CONSULTANTS C • • • • • • • • • • • • • • • • • • B • • • • • • • • • • 1 01/29/08 PERMIT SET ISSUE DATE DESCRIPTION PROJECT NO: 220200.04 DATUM: MLW DRAWN BY: JDB CHECKED BY: JMB ENGINEER OF RECORD A /� 7 DRAWING NOT VALID \WITHOUT EMBOSSED SEAL/ T.K. BLANKENSHIP FL. REG. # 55910 DREDGE MATERIAL HANDLING PLAN • CM-5 1 2 3 4 5 6 7 8 9 OF 10 SHEETS F:\Project\220200.04\Construction Drawings\220200.04VC_DM-1.dwg 1 2 3 4 5 6 7 8 F E D u c B A CRANE TO UNLOAD DREDGED MATERIAL FROM BARGE TO DRYING AREA (TYP.) DREDGED MATERIAL DRYING AREA TO BE SIZED BASED ON ESTIMATED PRODUCTION RATE. TRUCKS TO BE LOADED WITH DRIED MATERIAL FOR TRANSPORTATION TO PLACEMENT AREA 11111 TYPICAL OPENING FOR LOADER ti u MATERIAL BARGE (TYP.) u„„„, ►/' DREDGED MATERIAL 1� DRYING AREA, (TYP.) DREDGED MATERIAL HANDLING AREA PLAN NTS ALTERNATE RAMP FOR BARGE TO BE UNLOADED f EXISTING SHORELINE (TYP.) FRONT END LOADER (TYP.) BARRIER DRYING DREDGED - MATERIAL III \III 111III 111=1111 1III =111111=111111111=1 III— -1 III 1 1 H 1 111=111=111E111E111 111- 111111E111111 111=111 111, 111111111- III - SECTION NTS ALTERNATIVE RAMP DREDGED MATERIAL BARGE SHORELINE CONCRETE BARRIERS LINED WITH IMPERMEABLE MEMBRANE, TYP. DREDGED MATERIAL ,1 \AA//i\i\AAA/Ai\i\i,\/\%\%\\%/\\i\\\i\i\i\AAAAA �,\\ DREDGED MATERIAL HANDLING SECTION SCALE: HORIZ. 1" = 20' VERT. 1" = 5' DREDGED MATERIAL DRYING/HANDUNG NOTES: 1. DREDGED MATERIAL SHALL BE PLACED INTO A MATERIAL HANDLING AREA ADJACENT TO THE BULKHEAD FOR DRYING AND LOADING ONTO DUMP TRUCKS FOR HAULING TO THE APPROVED PLACEMENT SITE. 2. THE BARRIERS LINED WITH IMPERMEABLE MEMBRANE WILL PREVENT DISCHARGE FROM DREDGED MATERIAL PLACED IN THE MATERIAL HANDLING AREAS. 3. IN ADDITION, LIMEROCK MOUNDS MAY ALSO BE CONSTRUCTED TEMPORARILY TO SERVE AS STAGING AND DRYING AREA. F DINNER KEY MAINTENANCE DREDGING CITY OF MIAMI E COASTAL SYSTEMS INTERNATIONAL COASTAL SYSTEMS INTERNATIONAL INC. 464 South Dixie Highway Coral Gables, Florida 33146 Tel: 305-661-3655 Fax: 305-661-1914 www.CoastalSystemslnt.com State of Florida EB #7087 Coastal, Environmental, Civil Engineering and Management D CONSULTANTS C B 1 01/29/08 PERMIT SET ISSUE DATE DESCRIPTION PROJECT NO: DATUM: DRAWN BY: CHECKED BY: 220200.04 MLW JDB JMB ENGINEER OF RECORD A / \ DRAWING NOT VALID \WITHOUT EMBOSSED SEAL/ \ / T.K. BLANKENSHIP FL. REG. # 55910 DREDGE MATERIAL HANDLING SECTIONS AND DETAILS CM-6 1 2 3 4 5 6 7 8 10 OF 10 SHEETS Hurricane Irma Assessment Report Dinner Key Marina Prepared for City of Miami 3500 Pan American Drive Miami, Florida 33133 September 2018 Final Prepared by: hag moffatt & nichol 2937 SW 27th Ave, Suite 101A Miami, FL 33133 Tel: (305) 230-1924 www.moffattnichol.com dh4moffatt & nichol Creative People, Practical Solutions.® Hurricane Irma Assessment — Dinner Key Marina I City of Miami Document Verification Client City of Miami — Capital Improvements Project name Hurricane Irma Assessment — Dinner Key Marina Document title Report Document sub -title N/A Status Final Date October 15, 2018 Project number 9450-07 File reference Q:/TA/Reports/2018-10-15 9450-07 Dinner Key Marina Assessment Report - FINAL Revision Description Issued by Date Checked 00 Draft Report ZS/RC 7/16/18 TB Produced by: Moffatt & Nichol 2937 SW 27th Avenue, Suite 101A Coconut Grove, Florida 33133 (305) 239-1324 www.moffattnichol.com ii Hurricane Irma Assessment — Dinner Key Marina I City of Miami Document Verification ii List of Tables v Glossary vi 1. Executive Summary 1 1.1 Structures 1 1.2 Utilities 2 2. Introduction 4 2.1. Hurricane Irma — 2017 8 2.2. Scope of Work 9 2.3. Reference Documents 11 2.4. Assessment Methodology 11 3. T-Piers 1-7 15 3.1. Facility Description 15 3.2. Observations 16 3.2.1. Structural 16 3.2.2. Water & Sewer Utilities 20 4. Bulkhead Piers — 8 and 9 25 4.1. Facility Description 25 4.2. Observations and Recommendations 25 4.2.1. Structural 25 4.2.2. Utilities 25 5. Conclusions and Recommendations 27 5.1. Condition Assessment of Marina Facility 27 5.2. Marina Restoration Recommendations and Costs 30 5.3. Inspection Cycle Times 31 5.4. Mitigation Options 31 Appendix A - Photos A Appendix B - Marina Specific Purpose Survey B Appendix C — Piling Underwater Inspection Summary C Appendix D — Standard Concrete Repair Procedure D Appendix E — ASCE Rating Guide E Hurricane Irma Assessment — Dinner Key Marina I City of Miami List of Figures Figure 2-1 Vicinity Map of Dinner Key Marina in Miami -Dade County, Florida (courtesy Google Earth) 4 Figure 2-2 Aerial Photo looking west of Dinner Key Marina in the 1950's (courtesy flashbackmiami.com) 5 Figure 2-3 Aerial Photo looking east of Dinner Key Marina in the 1950's (courtesy flashbackmiami.com) .5 Figure 2-4 Dinner Key Marina under construction late in the 1980's (courtesy Orion Marine Group) 6 Figure 2-5 Hurricane Andrew Damage 1992 (courtesy Scott B. Smith Photography) 7 Figure 2-6 Hurricane Andrew Damage 1992 (courtesy Scott B. Smith Photography) 7 Figure 2-7 Aerial Photo of Dinner Key Marina (March 2017 — courtesy Google Earth) 8 Figure 2-8 Dinner Key Marina during Hurricane Irma September 10, 2017 9 Figure 2-9 Dinner Key Marina during Hurricane Irma September 10, 2017 9 Figure 5-1— FEMA Flood Zone 32 Figure 5-2 - Artificial Islands protecting Ft. Pierce City Marina (courtesy of FortPierceMagazine.com) 33 Figure 5-3 - Pier 66 Marina with Marinetek Pontoons, Ft. Lauderdale 34 Figure 5-4 - Bahia Mar Yachting Center with Bellingham Floating Docks, Ft. Lauderdale, FL 34 Hurricane Irma Assessment — Dinner Key Marina I City of Miami List of Tables Table 2-1 ASCE Condition Assessment Ratings 13 Table 2-2 Anticipated Life Span Condition Assessment Ratings 14 Table 3-1 Piers 1— 9 Utility Components 16 Table 3-2 Piers 1— 4 Condition Assessment 17 Table 3-3 Piers 5-7 Condition Assessment 17 Table 3-4 Overall Structural Condition Assessment 17 Table 3-5 Schedule of Finger Pier Damage 18 Table 3-6 Schedule of Replacement Components 18 Table 3-7 Sewer hydrant damage locations 21 Table 3-8 Piers 1— 9 Condition Assessment 24 Hurricane Irma Assessment — Dinner Key Marina I City of Miami Glossary CATV Cable Television CCTV Closed Captioned Television FT Feet FBC FDC Florida Building Code Fire Department Connection FEMA Federal Emergency Management Agency FPL Florida Power & Light GPM Gallons per Minute LOA Length Overall NEC National Electrical Code NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NGVD National Geodetic Vertical Datum OPCC Opinion of Probable Construction Cost PVC Polyvinyl Chloride PSI Pounds per Square Inch US$ United States Dollar(s) VE Coastal areas with a 1% or greater chance of flooding and an additional hazard associated with storm waves. These areas have a 26% chance of flooding over the life of a 30-year mortgage YTD Year to Date Hurricane Irma Assessment — Dinner Key Marina I City of Miami 1. Executive Summary Dinner Key Marina (Project) is located at 3400 Pan American Drive in Miami, Florida. The marina consists of nine (9) piers constructed of fixed concrete and timber docks with approximately 582 wet slips. Piers 1-7 are fixed docks that are generally in an easterly orientation from the western shoreline of Biscayne Bay. Piers 8 and 9 are along the bulkheads, at the southern third of the marina area. The marina in its current configuration was constructed in the late 1980's, and it was extensively damaged by Hurricane Andrew in 1992. The marina was repaired/restored after that hurricane, and the marina was again damaged by Hurricane Wilma in 2005. The eastern end of Pier 3 was reconstructed along with the gates/locks and fiberglass grating (throughout the marina), Hurricane Irma impacted the southeast Florida area on September 10, 2017. Approximately 32 boats sank in Dinner Key Marina, with several more damaged. The storm impacted the area as a Category 1 storm, and the measured storm surge elevation was 5.75 ft. (NAVD). Photos provided by marina management show the marina docks submerged with waves breaking over the bulkhead. Moffatt and Nichol (M&N) was retained by the City of Miami (City) in 2018 to perform an assessment of the marina facility including the utilities and upland utility services. A team of engineers were on site for approximately two weeks assessing the various components and trades above and below water. In addition, an updated Specific Purpose Survey was performed that included detailed topographic data collection on the docks. 1.1 Structures The assessment team assigned condition ratings to each of the piers evaluated using the ASCE No. 130 — "Waterfront Facilities Inspection and Assessment" Manual condition ratings which rate structures on a six - point scale from good to critical condition. Repairs or replacement are recommended for all structures determined to be in poor, serious, or critical condition. During the field investigation, the dock facilities were observed to be operational with approximately 60% of the slips occupied. Marina management has completed some immediate repairs and restoration to try and maintain some slips for marina customers. Some piers are closed off, including Pier 1, due to extensive damage from the hurricane. The main piers are constructed of pre -stressed and cast -in -place concrete superstructure upon pre- stressed concrete piles. Timber finger piers extend from the main piers forming the various slips present in the marina. The current marina configuration has been in service for approximately 30 years. The field investigation revealed that the marina experienced a combination of hurricane related damage and age - related deterioration. Some of the pre -stressed elements exhibited deterioration and/or damage that due to their nature require replacement. Recommended restoration of the marina structures includes repair/replacement of identified precast slabs and cast -in place concrete components along with timber finger docks, mooring/fender piles, and miscellaneous dock components. Dock components including cleats, access ladders, etc. should be furnished and installed per original conditions. Based on recent meetings with the City and with FEMA, M&N provided Opinion of Probable Construction Costs (OPCC) to differentiate between rehabilitation for hurricane damage and non -hurricane (i.e. deterioration, defects, etc.). 1 Hurricane Irma Assessment — Dinner Key Marina I City of Miami 1.2 Utilities The majority of the electrical equipment was installed in 1994 after Hurricane Andrew. The marina electrical distribution system (disconnects, step down transformers, pedestals, and light bollards) including the utility transformers received extensive damage and complete salt water submersion during Hurricane Irma in 2017. The overall condition ranges between fair to critical. Marina staff has indicated a replacement similar to the existing pedestal and power supply configuration is sufficient in design. It was also a preference for the detachable marina pedestal top (electrical components) design in future extreme weather conditions. The existing marina electrical system does not comply with the latest electrical codes. Any upgrades or substantial modifications to the electrical system need to comply with current National Electric Code requirements, including Article 555 (Marinas and Boatyards) which now requires ground fault protection to minimize the risk of stray currents in the water. Pedestals at the marina provide 120/240V service to various combinations of 30A, 50A, and 100A circuit breaker/receptacles located in the pedestals. Original power pedestals included connections for electric, water, T.V., telephone, and energy consumption meters. The extensive storm damage has left the pedestals in fair to critical condition. Lighting at the marina is provided by a variety of sources including poles on the landside, light bollards, flood lights at floating dock adjacent to Pier 7, lights at marine pedestals, and transformer units with lights. The variation results in a well -lit marina for security purposes. Telephone and Coaxial Cable was installed throughout the marina and distributed to pedestals. In general, the system appears to have been abandoned. Many patrons use satellite to receive their cable/internet service and wireless internet. There are also 1 to 3 poles on each pier for a camera and Wi- Fi system that was never installed. With the exception of a pole missing from the foundation at the end of Pier 5, these poles appear to be in satisfactory condition. Water is supplied to the slips by hose bibbs in the pedestals. Approximately 10% of the faucets were checked and appear to be functioning correctly. A significant number of hoses are connected to the hose bibs which is further evidence of functionality. The existing piping routed under the piers has some points of failure that include leaking and failed supports. The system appears to be in satisfactory condition. Fire main and hose reels stations are located on docks throughout marinas in cabinets with hydrants located on land adjacent to the docks. These stations also include fire extinguishers, pull stations, and horn/strobe device. In general, these were found to be in poor to critical condition. Several components and cabinets were missing or severely damaged with many service lines showing significant oxidation and debris from salt water submersion. The marina is currently under fire watch as the fire alarm system is non-functional. Vacuum sewage is provided along the piers approximately every four slips alternating sides. In general, the vacuum sewage lines and suction port hydrants were observed to be in good condition except for 2 Hurricane Irma Assessment — Dinner Key Marina I City of Miami isolated hurricane impact areas. The sewage pump -out building on shore was flooded, and the system will need to be replaced with modern, peristaltic pump systems. The existing building will have the equipment removed, and the building can be demolished or re -purposed. Mitigation In accordance with guidelines from FEMA, mitigation opportunities should be evaluated including the following that would prevent or limit damage from future coastal storm events: • Removable Power Pedestals • Finger Docks constructed with concrete piles and pre -fabricated aluminium decks • Improved coastal protection from the Spoil Islands • Replacement of the marina with Floating Docks Due to the OPCC for the marina restoration along with the age of the existing concrete docks, the City should consider the long-term option of replacing the facility with appropriately designed and specified floating docks. 3 Hurricane Irma Assessment — Dinner Key Marina I City of Miami 2. Introduction Dinner Key Marina (Project) is located at 3400 Pan American Drive in Miami, Florida. The marina consists of nine (9) piers constructed of fixed concrete docks and bulkheads with approximately 582 wet slips. Refer to Figure 2-1 Vicinity Map of Dinner Key Marina in Miami -Dade County, Florida (courtesy Google Earth)with a vicinity map. -�y f ` Sad dspur Islan• ('North4Mi m gay arbor Islands rs Biscayne 1 "'stand Harpor.l.SI2nd '`,N. r�nandy Isle rk r elle Ivieadel nd bird Key - i Pace Piqivc s and ,rDi 11 ai apt-Is01:41 - o - �,=5. 5t tar Glatt or111slad teww I FisherJsland !s,a Grande IsIz Liorada 3isc4ne, Key _ f Figure 2-1 Vicinity Map of Dinner Key Marina in Miami -Dade County, Florida (courtesy Google Earth) The area along Coconut Grove in Biscayne Bay has a long history of waterfront use beginning with the Naval Air Station in 1918, and with the Pan American Seaplane Terminal from 1932 to 1945. The original terminal building is still utilized as City Hall. Aerial photos Figure 2-2 Aerial Photo looking west of Dinner Key Marina in the 1950's (courtesy flashbackmiami.com) and Figure 2-3 Aerial Photo looking east of Dinner Key Marina in the 1950's (courtesy flashbackmiami.com) illustrate the original wet slip marina with three main docks extending from the old seaplane terminal. 4 Hurricane Irma Assessment — Dinner Key Marina I City of Miami Figure 2-2 Aerial Photo looking west of Dinner Key Marina in the 1950's (courtesy flashbackmiami.com) Figure 2-3 Aerial Photo looking east of Dinner Key Marina in the 1950's (courtesy flashbackmiami.com) 5 Hurricane Irma Assessment — Dinner Key Marina l City of Miami The current marina was constructed in the late 1980's, likely in 1986. Design drawings were provided by the City dated 1984, and the marina was constructed by Misener Marine. Refer to Figure 2-4 Dinner Key Marina under construction late in the 1980's (courtesy Orion Marine Group) of the pier under construction. Figure 2-4 Dinner Key Marina under construction late in the 1980's (courtesy Orion Marine Group) Piers 1-7 are fixed docks that are generally in an easterly orientation from the western shoreline of Biscayne Bay. Piers 8 and 9 are along the bulkheads, located at the southern half of the marina area. The marina was extensively damaged by Hurricane Andrew in 1992. Refer to Figure 2-5 Hurricane Andrew Damage 1992 (courtesy Scott B. Smith Photography) and Figure 2-6 Hurricane Andrew Damage 1992 (courtesy Scott B. Smith Photography) of hurricane damage. The marina was repaired/restored after that hurricane, and most of the shore power pedestals and electrical system were replaced according to the local shore power pedestal vendor. 6 Hurricane Irma Assessment — Dinner Key Marina I City of Miami Figure 2-5 Hurricane Andrew Damage 1992 (courtesy Scott B. Smith Photography) Figure 2-6 Hurricane Andrew Damage 1992 (courtesy Scott B. Smith Photography) The marina was again damaged by Hurricane Wilma in 2005. The eastern end of Pier 3 was reconstructed along with the gates/lock systems at the entrance of each pier. In addition, the original timber decking (covering the utility chase) was replaced with fiberglass grating in 2006 timeframe. Refer to aerial photograph (Figure 2-7 Aerial Photo of Dinner Key Marina (March 2017 — courtesy Google Earth) of the current configuration of the marina. 7 Hurricane Irma Assessment — Dinner Key Marina I City of Miami Gabgle Earth Figure 2-7 Aerial Photo of Dinner Key Marina (March 2017 — courtesy Google Earth) 2.1. Hurricane Irma — 2017 Hurricane Irma was the strongest observed hurricane in the Atlantic in terms of maximum sustained winds, and it was the most intense hurricane to strike the continental U.S. since Hurricane Katrina in 2005. After causing extensive damage throughout the Caribbean as a Category 5 storm, the hurricane impacted the Florida Keys at Cudjoe Key on September 10, 2017. The hurricane again made landfall in southwest Florida in the Naples area. The USGS reported a peak storm surge elevation of 5.75 feet (NAVD) at Dinner Key at 9:51pm on September 10, 2017. Marina staff provided the below photos (Figure 2-8 Dinner Key Marina during Hurricane Irma September 10, 2017 and Figure 2-9 Dinner Key Marina during Hurricane Irma September 10, 2017) of the fixed docks submerged along with waves from the bay overtopping the outer spoil islands. 8 Hurricane Irma Assessment — Dinner Key Marina I City of Miami Figure 2-8 Dinner Key Marina during Hurricane Irma September 10, 2017 Figure 2-9 Dinner Key Marina during Hurricane Irma September 10, 2017 2.2. Scope of Work Moffatt & Nichol (M&N) was retained by the City of Miami to assess Dinner Key Marina for damage after Hurricane Irma. The scope of work approved by the City was dated May 15, 2018, and a Purchase Order was issued by the City on June 4, 2018. The below paragraphs summarize the scope of work: Data Collection: available construction drawings and recent upgrades for the marina were reviewed to prepare for the assessment. M&N also met with marina management to review specific concerns relative to maintenance and to storm damage. Specific Purpose Survey: M&N retained a subconsultant to produce a Specific Purpose Survey of the marina, which can be referenced in Appendix B. The survey included topographic data required for engineering design of the marina restoration. The Specific Purpose Survey was referenced to available boundary surveys provided by the City for the Project. A survey map was produced that was 9 Hurricane Irma Assessment — Dinner Key Marina I City of Miami referenced to the Project vertical and horizontal coordinate system, and the map was signed/sealed by a Florida Professional Surveyor/Mapper. Utility Location: M&N retained a subconsultant to locate the marina utilities extending from the bulkhead to the upland service connections. Utilities to be evaluated included sanitary sewer, electrical, domestic water, and fire protection. The investigation was completed in accordance with the American Society of Civil Engineers (ASCE) 318-02 Standard Guideline for the Collection and Depiction for Existing Subsurface Utility Data. The investigation included Quality Level "D" data gathering. The results of the utility location were compiled on the survey map and signed/sealed by a Florida Professional Surveyor/Mapper. The map was referenced to the Project vertical and horizontal coordinate system. Structural Assessment: M&N evaluated the existing fixed docks (Piers 1-9) and bulkheads along the waterfront of the marina. The assessment was a visual evaluation from topside. Components evaluated included the timber finger piers and the general condition of mooring piles. Representative measurements were obtained to confirm as -built dimensions in the construction drawings, and the utility distribution (utility chase configuration, arrangement of utilities, and supports) was evaluated in representative areas of the docks. Representative areas of the grating were also evaluated, and areas of missing (or damaged) grating noted. Marina Electrical Assessment: M&N evaluated representative conditions of the marina electrical system to include the shore power pedestals and distribution on the docks sufficient for the reporting phase. Service connections to the shore were also evaluated along with upland distribution and service appurtenances. Communication and security systems were evaluated. Fire Protection Assessment: M&N evaluated the existing fire protection system at the marina. The evaluation included the Fire Department Connections (FDC), piping on the docks, fire alarms, double detector check valves (as applicable) and hose cabinets. M&N will also met with the City Fire Department to review fire protection code upgrades that may be required for any redevelopment of the marina. Domestic Water Assessment: M&N evaluated the existing domestic water service to the marina including the piping network. Water service on the pier was provided to the wet slips via the double - service shore power pedestals. Sewage Pump -Out Assessment: M&N evaluated the existing sewage pump -out system. The marina was recently upgraded with new collection piping and appurtenances based on design plans from other consultants dated March 2017. The piping and shore connections were also evaluated along with upland service appurtenances. Piling Underwater Assessment: M&N retained a subconsultant to perform an underwater assessment of the concrete piles supporting the concrete main piers. The mooring piles and timber finger docks were not evaluated underwater. The assessment was performed by a 4-person team utilizing commercial SCUBA equipment. The piles were evaluated from the tidal zone to the mudline, with 100% Level I swim -by evaluation. A Level II evaluation of approximately 10% of the piles was also performed. Portions of marine growth were removed along 1' bands around the piles, generally at two locations: tidal zone and near the mudline. Representative underwater photographs were obtained to document the conditions of the piling. 10 Hurricane Irma Assessment — Dinner Key Marina I City of Miami Assessment Report: M&N compiled the field notes and prepared a matrix in spreadsheet format with condition assessments of the marina components evaluated and recommendations for repair or replacement. Opinion of Probable Construction Cost Estimates: Based on the assessment and recommendations completed, M&N compiled quantity estimates of major line items to prepare a probable opinion of construction cost estimate for the Project. Since no level of design was completed under this scope of services, the cost estimates provided are order of magnitude based on comparative marina structural and utility project unit costs. Components of the marina that were not assessed: • ADA and other code compliance requirements • Environmental — marine resources or Phase I/II site assessments, including sampling/testing on the uplands or in -water • Dingy docks • Bulkhead - below water • Water Depths — bathymetry or maintenance dredging requirements • Coastal Engineering — specific wind/wave, tidal hydraulics or sediment transport studies • Upland Facilities — with the exception of visible utility services 2.3. Reference Documents The scope of work included a specific purpose survey to obtain updated topography of the existing marina with adjacent shoreline and utility services. According to the City, the last surveys completed for the marina were post Hurricane Wilma in 2006 timeframe. The updated survey for this project provided detailed AutoCAD base files for the design of repairs or redevelopment. The City provided design drawings as follows: • Marina utilities - dated 1984 from the original marina construction drawings. No structural drawings were available of the existing marina. • Representative drawings and surveys for the recently completed Dockmaster Building — 2015 • Representative drawings and surveys for the recently completed Regatta Park • Sewage Pump Out Plans — 2015 • Dinner Key Pier 3 Repairs — 2006 • Dinner Key Maintenance Dredging - 2008 The City performed a search in the microfiche system at the City Building Department and was not able to obtain any structural drawings for the marina. The earliest drawings available in the microfiche system were the 2006 repair plans. In addition, there were no previous inspection reports provided by the City. 2.4. Assessment Methodology A team of engineers conducted the on -site structural assessment including above water visual and tactile examination of the concrete dock structures, timber finger docks, timber fender/mooring piles, and concrete piles. The assessment particularly looked for signs of deterioration and damage. An underwater investigation was completed to evaluate the condition of the timber piles. Timber finger dock, fender and 11 Hurricane Irma Assessment — Dinner Key Marina I City of Miami mooring piles were not evaluated below water. Dock appurtenances including cleats and ladders were visually assessed. Tactile investigation methods used included chipping hammers to sound the surfaces of various elements to check for delamination of previous repairs and concrete surfaces. The engineering team also conducted several meetings with marina management to document maintenance/operation and other concerns relative to the marina facility. The utility assessment included visual evaluations of electrical components (disconnects, transformers, etc), dock pedestals, lighting, sewage pump -out, exposed electrical conduits, potable water, fire water and extinguishers for the purpose of identifying items in need of maintenance repair or replacement. The structural components were rated based on the observed conditions and the severity of the defects noted in the field. The condition ratings were assigned based on the American Society of Civil Engineers (ASCE) Waterfront Facilities Inspection and Assessment Manual No. 130. see Table 2-1 ASCE Condition Assessment Ratings for the condition ratings. Additional condition rating descriptions have been added to the ASCE condition ratings in Appendix F — ASCE Manual and Reports on Engineering Practice - "Waterfront Facilities Inspection and Assessment" for assessment of the electrical and utility components. Photographs of typical deficiencies observed are included in Appendix A - Photos. 12 Hurricane Irma Assessment — Dinner Key Marina I City of Miami Table 2-1 ASCE Condition Assessment Ratings RATING OBSERVED CONDITION REPAIR PRIORITY ACTION 6 Good No visible damage or only minor damage noted. Structural elements may show very minor deterioration, but no overstressing observed. No repairs are required. 5 Satisfactory Limited minor to moderate structural defects or deterioration observed, but no overstressing observed. Limited minor defects or deterioration of electrical components observed. No repairs are required. 4 Fair All primary structural elements are sound; but minor to moderate defects or deterioration observed. Localized areas of moderate to advanced deterioration may be present, but do not significantly reduce the load bearing capacity of the structure. Minor to moderate defects or deterioration of electrical components observed. Localized areas of moderate to advanced cosmetic deterioration may be present, but do not significantly reduce functionality of the component. Repairs are recommended, but the priority of the recommended repairs is low. • Action needs to be taken to prevent further deterioration of structural electrical elements. , If action is not taken, defects may propagate and worsen which could lead to more severe defects. 3 Poor Advanced deterioration or overstressing observed on widespread portions of the structure but does not significantly reduce the load bearing capacity of the structure. Advanced deterioration of electrical components observed with worn or damaged components. No burn damage or water damage is evident. Minor structural damage to components with no missing parts. Repairs may need to be carried out with moderate urgency. • Action needs to be taken to address a potentially hazardous condition which, if left unattended could become a danger. 2 Serious Advanced deterioration, overstressing, or breakage may have significantly affected the load bearing capacity of primary structural components. Local failures are possible and loading restrictions may be necessary. Advanced deterioration of electrical components observed with worn or damaged components that may significantly affect the integrity of the system. Openings to electrical components are visible and exposure has potential safety concerns, localized failure, or water damage. Structural damage to components with missing parts. Repairs may need to be carried out on a high priority basis with urgency. • There is a deficiency of a primary structural or electrical component that requires prompt evaluation and a plan for corrective action. 13 Hurricane Irma Assessment — Dinner Key Marina I City of Miami 1 Critical Very advanced deterioration, overstressing, or breakage has resulted in localized failure(s) of primary structural components. More widespread failures are possible or likely to occur and Toad restrictions should be implemented as necessary. Very advanced deterioration of electrical components observed with worn or damaged components with exposed live electrical connections or burn damage. Exposure has potential safety concerns, localized failure, and/or water damage. Repairs may need to be carried out on a very high priority basis with strong urgency. • Action needs to be taken immediately to prevent significant widespread or localized damage to or failure of the structure. • An action plan should be developed, which establishes conditions to ensure the structure remains safe until repairs are completed. • There is a deficiency of the component that requires prompt evaluation and a plan for immediate corrective action. Table 2-2 Anticipated Life Span Condition Assessment Ratings CONDITION RATING ANTICIPATED REPAIR/REPLACEMENT SCHEDULE 6 Good 10+ years 5 Satisfactory 10+ years 4 Fair < 10 years 3 Poor < 5 years 2 Serious < 1 year 1 Critical < 1 year* *Structure taken out of service or load restrictions applied until repairs are completed 14 Hurricane Irma Assessment — Dinner Key Marina I City of Miami 3. T-Piers 1-7 3.1. Facility Description The Dinner Key Marina consists of seven concrete T-piers and two bulkhead piers. The T-piers are numbered from 1-7 with Pier 1 the northernmost pier and Pier 7 the southernmost. Pier 4 also includes the bulkhead from Pier 8 to the T-pier end. Pier 8 is a bulkhead between Pier 4 and Pier 7. Pier 9 is a bulkhead from Pier 7 to the Seminole boat ramp at the southwest corner of the Project site. The piers are comprised of concrete main piers with concrete T-heads and timber finger piers. However, Piers 1, 5, 6, and 7 additionally have concrete finger piers near their respective access areas. Representative photographs are provided in Appendix A. There is a square canopy structure at the head of Piers 1 - 7 that includes lighting and an entrance gate with card read/key code access. The dock piers are composed of 12-ft wide precast, prestressed concrete deck slabs that are approximately 40 feet long and incorporate a center utility "chase." The slab systems are supported by cast -in -place concrete pile caps along with two 14-in square prestressed concrete piles. Finger docks, one dock per two slips, are generally timber structures with either a 6-pile or 8-pile configuration with cross - bracing, pile caps, stringers and 2x6 decking. The finger piers independently supported and are separate structures from the concrete fixed docks. The finger piers have been repaired and replaced over the years as part of the marina's ongoing maintenance program, so there are variations in configurations. The finger piers generally extend half the distance of the slip, and the end of the slip is defined by a mooring pile. Mooring piles also divide the slips (in between finger piers). The mooring piles were generally Greenheart piles, and approximately 18 in. diameter. The slips also have Greenheart "fender" piles to protect the docks and boats. Water and sewer marina utilities service the piers from connections at the bulkhead. Piers are serviced primarily by 3-in PVC potable water mains, 3-in PVC vacuum sanitary sewer lines, and 6-in galvanized steel fire water mains. Along Piers 1-7 the utility lines in order from north to south are potable water, vacuum sanitary sewer, and fire water. The utilities are supported in utility chases within the precast concrete deck slabs. Fire main risers and pedestal utilities pass through the precast deck slabs, turn 90 degrees, and pass vertically through the concrete deck slab. Piers 8 and 9 are not currently serviced by the vacuum sewer. Individual potable water service lines are composed of %-in flexible hose branching off the water main. Vacuum sanitary sewer service lines are composed of 2-in PVC pipes. Fire water service lines and risers are composed of 2-1/2-in galvanized steel pipe. Vacuum sanitary sewer service lines branch off the sewer main, pass through and under the precast concrete deck slab, and then rise vertically to the sewer hydrant. Four utility (FP&L) electrical transformers are utilized to provide service to the marina. The transformers provide power (480V/277V) to numerous adjacent outdoor disconnects which in turn continue power out to the adjacent piers. Located on the piers are numerous 25kva transformers stepping the power down from 480V to 240/120V at the power pedestals. Original power pedestals included connections for electric, water, T.V., telephone, and energy consumption meters. 15 Hurricane Irma Assessment — Dinner Key Marina I City of Miami Table 3-1 Piers 1-9 Utility Components Pier Uti ity Components Location Power Pedestals Aluminum Fire Hose & Extinguisher Cabinets Light Bollards Sewer Hydrants Wi-Fi/ Camera Pole Transformer (25kva) w/ Light Bollard Pier 1* 27 8 18 0 1 23 Pier 2 29 7 15 13 1 29 Pier 3 42 12 13 21 2 25 Pier 4 43 11 24 22 2 25 Pier 5 45 14 29 22 3 44 Pier 6 40 11 25 20 2 36 Pier 7 33 10 11 17 1 47 Pier 8 24 13 14 0 0 9 Pier 9 18 5 5 0 0 7 *Pier 1 Bu khead: includes 2 power pedestals, 1 stand-alone water hose bibb pedestal, and 2 transformer (25kva) units with light bollard included 3.2. Observations 3.2.1. Structural Overall, the structural components of the marina show a combination of age related deterioration and storm impact damage. In general, Piers 1 through 7 are in poor to serious condition with the majority of the defects limited to the superstructure. Piers 1, 2, and 5 exhibited the most damage from the hurricane. Piers 4 through 7 exhibited the most pile cap deterioration. The piles are in overall satisfactory condition with only a few piles on Pier 3 and Pier 5 exhibiting moderate defects. Refer to The Dinner Key Piling Assessment in Appendix C for detailed piling substructure observations. Table 3-2 Piers 1-4 Condition Assessment and Table 3-3 Piers 5-7 Condition Assessment provide a breakdown of concrete pier structure condition ratings. Table 3-4 Overall Structural Condition Assessment provides an overall summary of structural element condition among the piers. Table 3-5 Schedule of Finger Pier Damage provides a breakdown of the timber finger piers including piers requiring replacement and piers that have salvageable piles but require superstructure replacement. Timber finger piers with structural pile damage were deemed to need replacement. Finger piers where pile integrity remained, but exhibited storm damage, were deemed repairable. All finger piers exhibited cross -bracing deficiencies. Table 3-6 Schedule of Replacement Components provides a breakdown of non -concrete elements that were damaged including timber mooring and fender piles, mooring cleats, deck grating, and swim ladders. 16 Hurricane Irma Assessment — Dinner Key Marina I City of Miami Table 3-2 Piers 1-4 Condition Assessment Structural Condition Assessment Piers 1-4 Condition Rating Pier 1 Pier 2 Pier 3 Pier 4 Deck Slab Pile Cap Deck Slab Pile Cap Deck Slab Pile Cap Deck Slab Pile Cap Good - - - - - - - - Satisfactory 1 20 2 12 8 13 8 2 Fair 4 2 3 3 8 7 7 9 Poor 4 1 8 3 9 9 7 8 Serious 11 - 5 2 3 1 1 5 Critical - - - - - - - - Total 20 23 18 20 28 30 23 24 Table 3-3 Piers 5-7 Condition Assessment Structural Condition Assessment Piers 5-7 Condition Rating Pier 5 Pier 6 Pier 7 Deck Slab Pile Cap Deck Slab Pile Cap Deck Slab Pile Cap Good - - - - - - Satisfactory 14 8 20 2 11 3 Fair 5 1 2 3 7 4 Poor 4 18 3 25 4 13 Serious 8 8 2 2 1 7 Critical - - - - - - Total 31 35 27 32 23 27 Table 3-4 Overall Structural Condition Assessment Overall Structural Condition Assessment Condition Rating Total Deck Slab Pile Cap Good - - Satisfactory 64 60 Fair 36 29 Poor 39 77 Serious 31 25 Critical - - 17 Hurricane Irma Assessment — Dinner Key Marina I City of Miami Table 3-5 Schedule of Finger Pier Damage SCHEDULE OF FINGER PIER DAMAGE PIER FINGER PIERS REPLACE - 6 PILE (UNIT) — HURRICANE FINGER PIERS REPAIR - 6 PILE (UNIT) — HURRICANE FINGER REPIAIR 6 PILE (UNIT) — NON- HURRICANE FINGER PIERS REPLACE 8- PILE (UNIT) — HURRICANE FINGER PIERS REPAIR 8- PILE (UNIT) — HURRICANE FINGER REPAIRR 8 PILE (UNIT) — NON - HURRICANE 1 7 5 2 4 0 4 2 5 10 10 0 0 0 3 5 5 22 2 0 2 4 12 10 23 0 0 0 5 12 5 21 0 2 0 6 7 4 16 1 1 1 7 1 2 17 2 7 2 8 4 12 0 0 0 9 0 0 0 0 0 TOTAL 53 41 123 9 10 9 Table 3-6 Schedule of Replacement Components SCHEDULE OF REPLACEMENT COMPONENTS PIER MOORING PILES (UNIT) FENDER PILES (UNIT) CLEATS (UNIT) GRATING (LF) SWIM LADDERS (UNIT) 1 8 5 69 300 12 2 6 5 4 0 4 3 9 2 6 110 6 4 11 8 9 100 8 5 4 17 5 100 9 6 1 6 2 10 4 7 4 4 0 10 4 8 6 0 1 0 0 9 6 0 0 0 0 TOTAL 55 47 96 630 47 Pier 1 exhibited the greatest deck slab damage with 55% of the slabs in serious condition and 20% in poor condition. Impact damage was observed along the northern exposure of the pier. Additionally, open corrosion spalls and pre -stressing strand corrosion were encountered. Pier 1 pile caps, however, were overall in satisfactory condition. Six (6) total concrete deck slabs showed storm damage impacts including exposed pre -stressing strands and reinforcing bars. The concrete piles were observed in satisfactory condition. Extensive damage to timber finger piers was prevalent along the pier. Seven (7)-finger piers with 6-piles and four (4) finger piers with 8-piles require replacement. The remaining finger piers require repair. Eight (8)-timber mooring piles and five (5)-timber fender piles need to be replaced. Approximately 300 linear feet of fiberglass deck grating was missing, 69 cleats were broken or missing, and 12 swim ladders were broken or missing. 18 Hurricane Irma Assessment — Dinner Key Marina I City of Miami Pier 2 exhibited widespread deck slab deficiencies with 28% of the slabs in serious condition and 44% in poor condition. Storm impact damage was observed along the northeast "T" on concrete deck slab number 17. Pile caps were in overall fair condition with 10% of caps in serious condition and 15% in poor condition. The concrete piles were observed in satisfactory condition. Of the 25 timber finger piers, five (5) require replacement and the remaining 20 repairs. No deck grating was missing. Mooring and fender piles were observed to be in overall satisfactory to poor condition. Six (6)-mooring piles and five (5)-fender piles need to be replaced. Overall, the deck grating was observed to be in satisfactory condition with no panels missing. Four (4)-deck cleats and four (4)-swim ladders require replacement. Pier 3 was observed to be in overall fair to poor condition. Pre -stressed concrete deck slabs exhibited greater wear than the pier caps with 11% in serious condition, 32% in poor condition, and 29% in fair condition. One (1) deck slab exhibited storm impact damage requiring replacement. Concrete pier caps were primarily in poor to fair condition. Concrete piles were observed in satisfactory condition except for two (2) piles that were in fair condition showing moderate cracking or spalling. Timber finger piers were in poor condition. Five (5) of the 6-pile finger piers and Two (2) of the 8-pile finger piers require replacement. The remaining piers require repairs. Nine (9) mooring piles and two (2) fender piles require replacement. Approximately 110 linear feet of deck grating was missing, six (6) mooring cleats were broken or missing, and six (6) swim ladders were damaged or missing. Pier 4 was observed to be in overall poor condition. Concrete deck slabs were primarily in fair to poor condition with 30% of each category observed. Concrete pile caps ranged from fair to serious condition with 21% in serious condition, 33% in poor condition, and 38% in fair condition. Deck slab number 23 exhibited storm impact damage whereby pre -stressing strands were exposed. The concrete piles were observed in satisfactory condition. Timber finger piers were in serious condition with 12 requiring replacement. Eleven (11) mooring piles and eight (8) fender piles require replacement. Approximately 100 linear feet of deck grating was missing, nine (9) mooring cleats were broken or missing, and eight (8) swim ladders were damaged or missing. Pier 5 was observed to be in overall poor condition. Concrete deck slabs were classified as 26% in serious condition, 13% in poor condition, and 16% in fair condition. Concrete pile caps were classified as 23% in serious condition and 51% in poor condition. Slab number 29 and the closure pour next to it exhibited storm impact damage whereby reinforcing steel was exposed. Pier 5 exhibited the greatest number of concrete piles with defects. Seven (7) piles were observed to be in fair condition with moderate cracking or spalling occurring near the waterline. Timber finger piers were in poor condition with 12 requiring replacement. Four (4) mooring piles and 17-fender piles require replacement. Approximately 100 linear feet of deck grating was missing, five (5) mooring cleats were broken or missing, and nine (9) swim ladders were damaged or missing. Pier 6 was observed to be in overall poor condition. Concrete deck slabs were in overall satisfactory condition with 7% in serious condition, 11% in poor condition, and 7% in fair condition. One (1) deck slab exhibited storm impact damage requiring replacement. However, the concrete pile caps were in overall poor condition with 78% in poor condition, 6% in serious condition, and 9% in fair condition. The concrete piles were observed in satisfactory condition. Timber finger piers were in poor condition with seven (7) of the 6-pile finger piers requiring replacement. The lone 8-pile timber finger pier also requires replacement. One (1) mooring pile and six (6) fender piles require replacement. Approximately 10 linear feet of deck grating was missing, two (2) mooring cleats were broken or missing, and four (4) swim ladders were damaged or missing. 19 Hurricane Irma Assessment — Dinner Key Marina I City of Miami Pier 7 was observed to be in overall poor condition. Concrete deck slabs were in overall fair condition and classified as 4% in serious condition, 17% in poor condition, and 30% in fair condition. Two (2) deck slabs exhibited storm impact damage requiring replacement. Concrete pile caps were in overall poor condition with 26% in serious condition, 48% in poor condition, and 15% in fair condition. The concrete piles were observed in satisfactory condition. Timber finger piers were in poor condition with four (4) finger piers requiring replacement. Four (4) mooring piles and four (4) fender piles require replacement. Approximately 10 linear feet of deck grating was missing, 0 mooring cleats were broken or missing, and four (4) swim ladders were damaged or missing. 3.2.2. Water & Sewer Utilities The water and sewer utilities observed included the fire water system, potable water system, and vacuum sanitary sewer system. Utility mains and service lines were randomly spot checked along the length of the piers. The utilities under the main walkways ranged in condition from good to poor. A summary of condition ratings is included as Table 3-8 Piers 1— 9 Condition Assessment 3.2.2.1. Fire Water Fire mains are original from circa 1986 according to marina management, except for a new section of 4- in pipe beginning about 10-ft west of Fire Cabinet B on Pier 9. Based on information from marina management, the fire mains were pressurized from the upland mains, and generally capped -off at the piers with the more extensive damage. No pressure tests were performed so the functionality of the fire main(s) were not evaluated. The marina is currently under a "fire watch" as coordinated with the City Fire Department. The fire mains are generally in fair to poor condition except for a few localized areas of severe corrosion. Piers 1 and 2 showed greater wear than Piers 3-7 due to their exposure level. The fire main bearing pads showed extreme corrosion. Approximately 70% of the pipe clamps and pipe straps were in poor to critical condition. At Pier 1, there were two localized areas of the fire main in poor to critical condition. The first area was entering the bulkhead and the second area was just after the pipe makes a 90 degree turn to the East as it passes through the west end of the prestressed concrete slab. Fire risers were generally observed to be in fair to poor condition. Damage observed included corrosion damage to threaded pipe ends and to service lines passing from the fire main to the riser. One riser appeared to be broken by hurricane impacts. Approximately 30% of fire service lines require replacement. Approximately 70% of the pipe clamps and straps require replacement. All fire main bearing pads require replacement. The service lines and risers on Fire Cabinet H on Pier 1 and L on Pier 3 have been replaced recently. The 2.5-in. risers extend into fire hose cabinets that were extensively damaged by the hurricane. These cabinets included the standard 2.5-in. fire department connection along with a 1.5-in. reducer with hose and nozzle. Many cabinets exhibited hose damage and missing fire extinguishers. Each dock is serviced by a backflow preventer along with a Fire Department Connection (FDC). During the assessment, marina management had a fire sprinkler contractor checking residual pressure in the backflow preventers, and residual pressure was reported at 60 psi. Three (3) of the FDC's were heavily 20 Hurricane Irma Assessment — Dinner Key Marina I City of Miami corroded and one as observed to be leaking. The backflow preventers appear to be more recent in construction, likely in the last 10 years. The fire hydrants were surveyed and generally appear operational. No dedicated fire line striping was observed along the roadway at each pier, although the striping may have faded. The fire alarm system is not functioning at the marina according to marina management. The system consisted of pull boxes stationed at approximately every other fire cabinet. The pull boxes connected to horns and strobe lights. Since the dockmaster facility was replaced, the connection to the building was apparently not replaced. 3.2.2.2. Potable Water The potable water system appears to be original and is generally in fair to poor condition. Approximately 10% of services were tested randomly along the piers and were working properly. No damage was observed along the water main PVC piping; however, several tee couplings were leaking. Rubber expansion joints were observed to be in critical condition with severe weather cracking evident and some slow leaks. Flexible hose service lines were generally observed to be in fair to poor condition. Chafing from rubbing against concrete and weather abrasion was widely evident. Several lines were observed to have pinhole leaks. Pedestal spigots were primarily observed to be in poor shape. The water line was most affected at the ends of Piers 2, 3, and 4. Lines were cut and capped to allow service to the rest of the pier. Stainless steel straps were generally observed to be in fair condition. 3.2.2.3. Vacuum Sanitary Sewage The vacuum sanitary sewer system on the docks was replaced circa 2015 and appears to be in good condition except for several components that were impacted by the hurricane. The system is currently offline and could not be checked for operability. Eight (8) sewer connections were destroyed along Piers 2 — 6 and need replacement (see Table 3-7 Sewer hydrant damage locations). There is also a break in the sewer main that needs to be fixed at the access area of Pier 7. Approximately 30% of the stainless -steel straps are missing. Vacuum sewer service was not available prior to the hurricane along Piers 8 and 9. Table 3-7 Sewer hydrant damage locations Sewer Hydrant Damage Locations Pier Location 2 2L 3 3S and 3T 4 4W and 4V 5 5U and 5V 6 6A The vacuum sewer pump system is in a dedicated building, and it is an original system. The system pumps and some equipment have been upgraded over the years. The system and its components are below grade and were flooded during the hurricane. The system is not salvageable and should be replaced. The building was not evaluated, however based on initial observations the building does not likely meet current codes relative to ventilation, fire protection, and access requirements. 21 Hurricane Irma Assessment — Dinner Key Marina I City of Miami 3.2.2.4. Electrical Substation for Pier 1, Pier 1 Bulkhead, and Pier 2 electrical service is in a fenced in area behind City Hall (southeast corner). This substation consists of a single utility Florida Power and Light (FP&L) electrical transformer and utility meter providing service to the marina. Adjacent to the transformer are four (4) service entrance rated disconnects which in turn continue power out to Pier 1, Pier 1 Bulkhead, and Pier 2 (2 disconnects). Located on the piers are numerous 25kva transformers stepping the power down from 480V to 240/120V at the power pedestals. A single telephone cabinet is at this location as well. Power and communication conduits are routed underground from this location to vaults at the head of each dock and then continue thru the bulkhead to the respective component on the piers. The telephone cabinet was found in poor condition inside with little to no identification. The service disconnects appear to be fabricated out of a polycarbonate resin material that is deteriorating from UV rays. The Pier 1 service disconnect was found in critical condition. It is broken and locked out of service, terminating power to the entire Pier 1. The remaining disconnects were found in fair condition. Pier 1 includes 28 power pedestals, 18 light bollards, one (1) Wi-Fi/camera pole, and 23 transformer (25kva) units with light bollard included. The pier and its electrical components received extensive storm damage and salt water submersion. The entire pier has no power due to the critical failure of the service disconnect that is currently locked out of service. Specific concerns to the electrical components include conduit damage under the walkways and damaged, broken, and missing pedestals, light bollards, and transformer units resulting in exposed wires. This entire pier is currently closed off and not in use. Pier 1 Bulkhead includes two (2) power pedestals, one (1) stand-alone water hose bib pedestal, two (2) transformer (25kva) units with light bollard included on the walkway behind the bulkhead handrail. The components received minor storm damage but did endure salt water submersion. Specific concerns to the electrical components include damaged pedestals and transformer units. The overall condition of these components ranges from fair to serious condition. The stand-alone water hose bib pedestal has a continuous water leak onto the walkway. Decorative light poles ran along the walkway and appear in fair condition. Pier 2 includes 29 power pedestals, 15 light bollards, one (1) Wi-Fi/camera pole, and 29 transformer (25kva) units with light bollard included. The pier and its electrical components received extensive storm damage and salt water submersion. Portions of the pier have no power due to the critical failure of numerous transformer units that are currently locked out of service. Specific concerns to the electrical components include conduit damage under the walkways and damaged, broken, and missing pedestals, light bollards, and transformer units resulting in exposed wires. The overall condition of these components ranges from fair to serious condition. A portion of the pier is currently closed off and not in use. Pier 3, Pier 4, and Pier 8 (slips 1-10) electrical service is in a fenced in area behind City Hall (south corner). This substation consists of a single utility (FP&L) electrical transformer and utility meter providing service to the marina. Adjacent to the transformer are five (5) service entrance rated disconnects which in turn continue power out to Pier 3 (3 disconnects), Pier 4 and Pier 8, slips 1-10 (2 disconnects). Located on the piers are numerous 25kva transformers stepping the power down from 480V to 240/120V at the power pedestals. Two (2) telephone cabinets are at this location as well. Power and communication conduits are routed underground from this location to vaults at the head of each dock and then continue thru the bulkhead to the respective component on the piers. The telephone cabinets were found in poor condition with little to no identification inside them. The service disconnects appear to be fabricated out of a 22 Hurricane Irma Assessment — Dinner Key Marina I City of Miami polycarbonate resin material that is deteriorating from UV rays. The Pier 3 service disconnect was found in critical condition with exposed live parts, this was brought to the Marina staff attention fabricating a seal for the opening. The remaining disconnects were found in fair to poor condition with previous repairs to cracking polycarbonate resin material. Pier 3 includes 42 power pedestals, 13 light bollards, two (2) Wi-Fi/camera poles, and 46 transformer (25kva) units with light bollard included. The pier and its electrical components received extensive storm damage and salt water submersion. Portions of the pier have no power due to the critical failure of numerous transformer units that are currently locked out of service. Specific concerns to the electrical components include some conduit damage under the walkways and damaged, broken, and missing pedestals, light bollards, and transformer units resulting in exposed wires. The overall condition of these electrical components was fair to critical. The worst electrical damage is to the outer end of the pier and the T-dock area, this area is also currently closed off and not in use. Pier 4 includes 43 power pedestals, 24 light bollards, two (2) Wi-Fi/camera poles, and 25 transformer (25kva) units with light bollard included. Portions of the pier have no power due to the critical failure of numerous transformer units that are currently locked out of service. The pier and its electrical components received extensive storm damage and salt water submersion. Specific concerns to the electrical components include some conduit damage under the walkways and damaged, broken, and missing pedestals, light bollards, and transformer units resulting in exposed wires. The overall condition of these electrical components was fair to critical. This pier in general received some of the worst electrical damage. The T-dock area of the pier is currently closed off and not in use. Pier 5 includes 45 power pedestals, 29 light bollards, two (2) Wi-Fi/camera poles, and 44 transformer (25kva) units with light bollard included. The pier and its electrical components received extensive storm damage and salt water submersion. Portions of the pier have no power due to the critical failure of numerous transformer units that are currently locked out of service. Specific concerns to the electrical components include some conduit damage under the walkways and damaged, broken, and missing pedestals, light bollards, and transformer units resulting in exposed wires. The overall condition of these electrical components was fair to critical. The T-dock and the latter end of the pier in general received some of the worst electrical damage. The Wi-Fi pole near the T-dock only has a foundation remaining. The T-dock area of the pier is currently closed off and not in use. Pier 6, Pier 7, Pier 8 (slips 22-47), and Pier 9 electrical service is in a fenced in area southwest of the Dockmaster Building. This substation consists of a single utility (FP&L) electrical transformer and utility meter providing service to the marina. Adjacent to the transformer are seven (7) service entrance rated disconnects which in turn continue power out to Pier 6 and Pier 8, slips22-35 (3 disconnects), Pier 7 and Pier 8, slips 36-47 (3 disconnects) and Pier 9 (1 disconnect). Located on the piers are numerous 25kva transformers stepping the power down from 480V to 240/120V at the power pedestals. Two (2) telephone cabinets are at this location as well. Power and communication conduits are routed underground from this location to vaults at the head of each dock and then continue thru the bulkhead to the respective component on the piers. The telephone cabinets were found in poor to critical condition with one cabinet missing a door and little to no identification inside the cabinets. The service disconnects appear to be fabricated out of a polycarbonate resin material that is deteriorating from UV rays. The Pier 6 service disconnect was found in critical condition with exposed live parts, this was brought to the Marina staff attention fabricating a seal for the opening. The remaining disconnects were found in fair to poor condition. 23 Hurricane Irma Assessment — Dinner Key Marina I City of Miami Pier 6 includes 40 power pedestals, 25 light bollards, two (2) Wi-Fi/camera poles, and 36 transformer (25kva) units with light bollard included. The pier and its electrical components received some storm damage and salt water submersion. A very small portion of the pier has no power due to the critical failure of transformer units that are currently locked out of service. Specific concerns to the electrical components include some conduit damage under the walkways and damaged, broken, and missing pedestals, Tight bollards, and transformer units resulting in exposed wires. The overall condition of these electrical components was fair to poor with few isolated critical components. The dock in general received some of the least electrical physical damage. The entire pier is open for use. Table 3-8 Piers 1 — 9 Condition Assessment Condition Rating Pedestals Fire Cabinets Light Bollards Transformer Units Good - - - - Satisfactory - - - 2 Fair 75 14 62 91 Poor 110 44 30 70 Serious 43 17 8 31 Critical 76 16 49 74 Total 304 91 149 268 24 Hurricane Irma Assessment — Dinner Key Marina I City of Miami 4. Bulkhead Piers — 8 and 9 4.1. Facility Description The bulkhead piers are comprised of Piers 8 and 9. Pier 8 commences from the western end of Pier 4 and travels south to Pier 7. Pier 9 is oriented in an east to west direction commencing at Pier 7 and terminating at the boat ramp. Pier 8 includes 37 slips primarily separated by finger piers. Piers 5, 6, and 7 all extend from Pier 8. Pier 9 includes 36 slips separated by timber mooring piles and one timber finger pier. Representative photographs are provided in Appendix A. 4.2. Observations and Recommendations 4.2.1. Structural Pier 8 was observed to be in overall satisfactory condition. The concrete cap showed minor transverse cracking. Twenty-five percent (25%) of the timber finger piers and 11% of the timber mooring piles require replacement. No deck grating or swim ladders were missing or damaged, however, one (1) mooring cleat was broken. Pier 9 was observed to be in overall satisfactory condition. The concrete cap showed minor transverse cracking. No timber finger piers require replacement, however, 24% of the timber mooring piles require replacement. No deck grating, swim ladders, or mooring cleats were missing or damaged. 4.2.2. Utilities 4.2.2.1. Fire Water The fire water system is of the same configuration and age as the system described in Section 3.2.2.1. The fire water distribution lines are within utility chases and are therefore subject to storm surge and exposure to the environment. Fire main service lines and risers were generally observed to be in fair to poor condition. Refer to Table 3-7. 4.2.2.2. Potable Water The potable water system is further described for the piers under Section 3.2.2.2. The water system appears to be original and is generally in fair to poor condition. 4.2.2.3. Electrical Pier 8 Bulkhead (slips 1-10) includes six (6) power pedestals, five (5) light bollards, and two (2) transformer (25kva) units with light bollard included on the walkway along the bulkhead. The components received minor storm damage but did endure salt water submersion. The overall condition of these electrical components was fair to poor. Pier 5 and Pier 8 (slips 11-21) electrical service is in a fenced in area adjacent to the vacuum sewage building. This substation consists of a single utility (FP&L) electrical transformer and utility meter providing service to the marina. Adjacent to the transformer are three (3) service entrance rated disconnects which in turn continue power out to Pier 5 and Pier 8, slips 11-21. Located on the piers and Pier 8 bulkhead are 25 Hurricane Irma Assessment — Dinner Key Marina I City of Miami numerous 25kva transformers stepping the power down from 480V to 240/120V at the power pedestals. Power and communications conduits are routed underground from this location to vaults at the head of each dock and then continue thru the bulkhead to the respective component on the piers. A telephone cabinet is at this location as well. The telephone cabinet was found in poor condition with little to no identification inside. The service disconnects appear to be fabricated out of a polycarbonate resin material that is deteriorating from UV rays. The pier service disconnect was found in fair condition. Adjacent to the service disconnects was an additional disconnect and circuit breaker for service to the vacuum sewage building. The condition of these components was poor. An abandon transformer and disconnect from the previous marina building service that has since been removed is also present in this area also found in poor condition. Pier 8 Bulkhead (slips 11-21) includes five (5) power pedestals, two (2) light bollards, and two (2) transformer (25kva) units with light bollard included on the walkway along the bulkhead. The components received minor storm damage but did endure salt water submersion. The overall condition of these electrical components was fair to poor. The exception was a critical failure of the pedestal at slip 15 most likely caused by boat damage during the storm. Pier 8 Bulkhead (slips 22-47) includes 13 power pedestals, seven (7) light bollards, and five (5) transformer (25kva) units with light bollard included on the walkway along the bulkhead. These components received some storm damage and salt water submersion. A very small portion of the pier has no power due to the critical failure of transformer units that are currently locked out of service. The overall condition of these electrical components was fair to poor with few isolated critical components. The dock in general received some of the least electrical physical damage. The entire pier is open for use. There is a fire alarm controls panel located adjacent to slip 29. It was communicated that this alarm system does not work correctly with the Dockmaster Building fire alarm system. Pier 7 includes 33 power pedestals, 11 light bollards, one (1) Wi-Fi/camera pole, and 47 transformer (25kva) units with light bollard included. The pier and its electrical components received some storm damage but did endure salt water submersion. A limited portion of the pier has no power due to the critical failure of transformer units that are currently locked out of service. Specific concerns to the electrical components include some conduit damage under the walkways and damaged, broken, and missing pedestals, light bollards, and transformer units resulting in exposed wires. The overall condition of these electrical components was fair to poor with few isolated critical components. The T-dock electrical components in general received some of the worst electrical damage. The entire pier is open for use. Pier 9 includes 18 power pedestals, seven (7) light bollards, and seven (7) transformer (25kva) units with light bollard included on the walkway along the bulkhead. These components received some of the least storm damage but did endure salt water submersion. A very small portion of the pier has no power due to the critical failure of transformer units that are currently locked out of service. The overall condition of these electrical components was fair to poor with no critical electrical components. The components do receive a lot of wear and tear and this is the commercial operators' portion of the pier. The entire pier is open for use. 26 Hurricane Irma Assessment — Dinner Key Marina I City of Miami 5. Conclusions and Recommendations 5.1. Condition Assessment of Marina Facility Significant areas of the piers were severely damaged by Hurricane Irma and sections of piers remain closed -off. Portions of the marina are occupied by boaters, and the availability of utilities is limited. Many of the fixed docks require replacement and/or concrete structural repairs, and the docks are approaching 40 years old. Industry guidance for the service life of marine structures is 25 years with maintenance, and Miami has very high corrosion rates due to the salinity of the water along with tropical temperatures. Observations of cracks and spalls, in addition to the damaged pier sections, indicates the dock structures are reaching the end of their service life. Consideration of replacement of the marina docks with a modern, engineered floating dock system should be considered by the City and discussed in more detail under Section 5.5. The piers can be repaired and replaced to restore the facility to the greatest extent possible to pre -storm conditions. Based on recent meetings with the City, the City will evaluate options for funding the repair/replacement from a few sources, including but not limited to, the Federal Emergency Management Agency (FEMA), insurance, and other available grants. FEMA, along with insurance companies, will likely only reimburse the City for components that were damaged and/or flooded during the storm. The assessment was conducted to identify structural and utility components that were damaged/flooded during the storm, and the opinion of probable construction costs (OPCC's) were separated between damaged/flooded and deteriorated components. The following sections outline the specific trades and summarize the recommended repairs and/or replacement to the various marina components. 5.1.1 Structural The concrete fixed docks require repair and/or replacement to address damage and deterioration. Approximately nine (9) concrete piles will require jacketing above/below water to address deterioration. Several pile caps will require demolition and reconstruction with cast -in -place caps. Once these caps are demolished, the precast slabs will also need to be replaced. Many concrete caps also require marine structural repairs. These repairs generally consist of the removal of the unsound concrete to expose the corroded reinforcing steel. The reinforcing will need to be treated and then forming is required to restore the cap to the original dimensions with either cementitious or epoxy grout. Concrete repair procedures are outlined in Appendix D — Standard Concrete Repair Procedure. Precast slabs will need to be replaced as indicated. These slabs will need to be removed and replaced with two separate prestressed, precast slabs to account for the 40-ft. span. A utility chase will be configured with Unistrut systems in a similar configuration to the system in place for the area of Pier 3 replaced in 2006. Due to the number of slabs that need to be replaced, the design of precast, prestressed slabs can be completed in an economical manner as opposed to complete replacement in kind with the 12-ft. wide slabs with the utility chase. Driving additional piles to reduce the spans to approximately 20 feet which would facilitate conventional precast slabs but will not be economical for the considerable number of slabs that require replacement. In addition to the precast slabs, the damaged or missing fiberglass grating needs to be replaced. The grating will need to be replaced "in -kind" with pultruded fiberglass grating that can accommodate the utility chase dimensions and span. Minor to moderate concrete spalls and cracks were observed in the slabs and in the secondary pours (above the pile caps). This deterioration will need to be repaired, and repair procedures for spalls and cracks are included in Appendix D. Procedures for the epoxy injection as well as resin repair methods are outlined. 27 Hurricane Irma Assessment — Dinner Key Marina I City of Miami The timber finger docks require replacement in -kind as indicated with either the 6-pile or 8-pile configuration. Piles will be southern yellow pine piling treated with CCA. The piles will need to be wrapped to comply with environmental permit requirements. The narrow finger docks will require timber cross bracing along with pile caps, stringers and 2x6 decking. The salvageable finger piers can be reconstructed with the required timber components to restore function. Timber mooring piles will be replaced with timber CCA piling, likely with 18-in. diameter piling, to replace the Greenheart piling. There are limited sources of Greenheart piling from approved forests in South America, and the lead time can be more than 6 months. In addition, the CCA piles appear to be more resistant to the marine boring organisms in the marina as compared to the Greenheart piling. Similarly, timber fender piling require replacement as needed and will be replaced with CCA piling. All CCA piling will require wrapping. Dock accessories including dock boxes, cleats and swim ladders will require replacement to restore the pre -storm conditions along the docks. 5.1.2 Marina Electrical The electrical system was submerged for a period during Hurricane Irma, and the electrical system was also submerged during Hurricane Wilma in 2005. Most of the electrical equipment is 1993-1994 vintage, replaced after Hurricane Andrew that impacted the marina in 1992 according to the local marina pedestal vendor. The marina electrical system will require replacement as the existing components are generally not salvageable. New shore power pedestals, sized for the wet slip size, are to be installed along with appropriate wiring distribution along the docks. Transformers will need to be specified to account for the step-down required from the 480V distribution down the docks and the length of the docks. Electrical code upgrades will also be required to address ground fault detection that is now required in marinas. Pedestals and distribution can be installed in the original locations to avoid the requirement for additional coring through the concrete slabs. Replacement concrete slabs will be coordinated for marina utilities with appropriate sleeves cast into the decks to avoid coring/drilling after placement. The upland electrical service will also require replacement and associated code upgrades to comply with the National Electrical Code (NEC) that is referenced in the current Florida Building Code (FBC). NEC requires switch gear and services to be above the floodplain. The upland area is currently in a FEMA VE flood zone with a base flood elevation of 15 feet NGVD (refer to map in Section 5.5). The finished floor elevation of the new dockmaster building complies with this flood elevation requirements, and the structure is on columns (stilts). Installing the electrical service to the marina on towers that are 10-ft. above grade or higher is not feasible, and therefore floodproof NEMA enclosures will be required. The required loads for each pier should be reviewed relative to the existing FP&L transformers. The lighting requirements for the piers need to be evaluated, as the shore power pedestals will have limited lights for general dock lighting. The City may have a minimum foot-candle requirement that will need to be confirmed. Additional lighting, mounted on new poles, will likely be required along the docks. Lighting on the upland areas was not evaluated as part of this scope of work. The shore power pedestals formerly had CATV and telephone services, and the communication system will need to be replaced with modern systems that would include phone, CATV and internet. Similar to 28 Hurricane Irma Assessment — Dinner Key Marina I City of Miami the marina electrical system, all service panels, etc. will need to be accommodated in appropriate NEMA enclosures. The security system was also damaged during the storm, and a system with closed-circuit security cameras along with dock access controls will need to be furnished and installed. 5.1.3 Potable Water System Portions of the existing potable water system are still functional however, breakages and leaks were observed throughout the marina. Debris was observed trapped in the utility chase areas, and many of the hose connections to the shore power pedestals were damaged and not functioning. Repairing the 30-40- year-old PVC piping and flexible hose systems is not economical. Replacement of the potable water system is required and will need to be brought up to the current Florida Building Code. Backflow preventers on the landside can likely be reused, and the shore power pedestals will need to be equipped with RPZ devices. Replacement of the plumbing system will be with Schedule 80 PVC along with flexible hose connections to the shore pedestals. 5.1.4 Fire Protection The fire protection system will require replacement. Extensive damage and corrosion were observed throughout the distribution system on the docks, with many fire cabinets and piping damaged from the storm. A meeting was conducted with the City Fire Department to review the requirements for the marina. The requirements for fire protection systems are generally outlined in the NFPA 303 document, Fire Protection Standards for Marinas and Boatyards. However, the City Fire Department has the following Project -specific requirements: • Piping on docks shall be 6-inch minimum diameter. Piping shall be galvanized steel pipe with appropriate appurtenances for fire flow and associated pressures. Hydraulics at the remote two standpipes will need to be confirmed. • Standpipe — Class III standpipe system will be designed, similar to the existing system • Hose Cabinets - Fire Dept. does not require 1.5-inch hose in fire cabinets; only provide standpipe with standard 2.5-in. connection for the Fire Dept. • Cabinets - Reviewed cabinet with fire extinguisher technical data; Fire Dept. may want a light on top to help locate standpipes at night • Cabinet Spacing - Fire Dept. will require 75-ft. spacing of standpipes • Alarm Poles — required with strobe and horns. Spaced at every other cabinet (approximately 150 feet along the docks). Alarm will signal the panel which pier has the alarm to facilitate response by the Fire Dept. • FDC Pressure - Fire Dept. will pressurize FDC to 150psi for flow at two cabinets of 250 gpm each; total 500 gpm. • Alarm Panel — discussed having alarm panel on second floor of existing dockmaster building (above floodplain). Panel will connect to phone system for notification of Fire Dept., but the panel will be separate of the building's fire alarm system. • Dock Alarm Panel - each dock to have read-only alarm panel, tied with marina master fire alarm panel in building. • Security Gates - Upon activation of fire alarm; magnetic lock on security gates to disengage. • Dock security gates to have fire dept. lock boxes. • FDC — require appropriate signage, including rated pressure. Some FDC's may have to be replaced. 29 Hurricane Irma Assessment — Dinner Key Marina I City of Miami • Fire Lane — striping for 40-ft. long by 15-ft. wide fire lane at each dock is acceptable The marina should continue the fire watch, and marina management to move forward with pressure testing of fire system on docks to confirm function and limits of operation (as applicable). The leaking and corroded FDC's on the upland need to be replaced, and the backflow preventers were installed within the last 5 years and can likely be reused with the upgraded fire mains on the docks. 5.1.5 Sewage Pump Out The damaged sections of the sewage pump out require replacement, and the majority of the piping can be reused since it was installed in 2016 timeframe to maintain "in -slip" pump -out for the marina. The existing pump house was flooded during the storm, and the existing remnants of the vacuum pump system can be removed from the building. Marina management has discussed repurposing the building for storage or other uses, and this reuse is beyond the scope of this assessment. New vacuum sewage pumps are required, and three stations are proposed with peristaltic pumps on the landside to service three piers with each station. The pumps will provide flows of 40-50 gpm with the vacuum pressures sized for the length and sizes of the existing piping system on the docks. The pump stations will be inter- connected to provide redundancy, and each station will pump the collected sewage to the existing sanitary sewer manhole on site. This reconfiguration will require new underground piping on the landside with connections at the bulkheads. 5.2. Marina Restoration Recommendations and Costs Approximate quantities and repair/restoration methodologies were compiled for the major line items for this type of marine construction. Since 2017, commodity prices have been rising and have been volatile just in the past few months with tariffs for steel and other materials. The construction industry in South Florida has seen high activity, and there are areas of the state still recovering from the effects of Hurricane Irma. Due to these issues affecting costs, M&N met with several contractors and vendors to obtain as updated information on unit costs as possible. M&N has also recently designed and managed construction for marine construction projects in the southeast and relied on unit costs from those projects. In addition, there was no as -built information available for the structural components, and limited information available for the utilities. The cost estimates will need to be refined during the design development phases for the Project. Based on recent meetings with the City and FEMA, the cost estimates are separated between "non - hurricane related" and "hurricane -related" categories. FEMA will only reimburse the City for elements damaged in the storm. FEMA will reimburse for upgrades required for components to meet current FBC requirements. The below figure includes a preliminary schedule for the design, permitting, procurement and construction for the rehabilitation project. Environmental permitting is generally straight forward for "replacement -in -kind" projects, however due to the workload and limited staffing the process can require over 6 months of processing through local, state and federal agencies with jurisdiction. Field assessments and surveys completed as part of this scope of this Project can be utilized to immediately commence the engineering design work. The permitting process can be optimized for the schedule to complete the engineering and bid documents. 30 Hurricane Irma Assessment — Dinner Key Marina I City of Miami DINNER KEY MARINA, MIAMI - FLORIDA MARINE WORKS DESIGN/PROCUREMENT/PERMITTING SCHEDULE - HURRICANE IRMA RESTORATION Task WEEKS Comments 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 I. DESIGN CRITERIA PACKAGE 1 2 3 4 5 6 a. Seagrass Survey b. Preliminary Design 1 c. DCP Compilation II. PROCUREMENT r 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 a. Advertisement b. Review Bids c. City Coommission Approval c c. Award Contract III. ENVIRONMENTAL PERMITTING 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 I a. Applications b. Processing IV. CONTRACTOR ENGINEERING DESIGN 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 a. Plans and Specifications la- b. City ReviewIII C. Building Permit 5.3. Inspection Cycle Times Depending on the schedule for the rehabilitation, portions of the Project will remain in service. Until the structural components are rehabilitated/replaced, the concrete structural elements should be re- inspected at the following intervals based on the assigned ratings: • Satisfactory — reinspection; not to exceed 5 years • Fair/Poor — reinspection; not to exceed 4 years • Serious — reinspection; not to exceed 2 years • Critical — structures taken out of service or reinspection not to exceed 1 year 5.4. Mitigation Options Meetings were held with the City and with FEMA, and some rehabilitation options may qualify for funding from FEMA due to Hurricane Irma for mitigation. The marina is in a high velocity zone with some exposure to Biscayne Bay. The shoreside facilities are in a VE 15 zone based on the latest FEMA flood map as indicated in Figure 5-1 — FEMA Flood Zone. The marina behind the spoil islands is in a VE 16 zone. The marina has been damaged in multiple hurricanes since Hurricane Andrew impacted the marina in 1992, and Hurricane Irma exhibited Category 1 conditions in accordance with the Saffir-Simpson scale. The marina will continue to be impacted by hurricanes in southeast Florida, and resiliency is a concern (although resiliency consulting was beyond the scope of this assessment). FEMA encourages "mitigation" options for specific projects where improvements and/or upgrades can be incorporated in projects to 31 Hurricane Irma Assessment — Dinner Key Marina I City of Miami minimize or prevent the level of damage experienced in natural disasters. A guidance document is published by FEMA, and this is available at this website: https://www.fema.gov/media-I i b ra ry-data/20130726-1904-25045- 0186/fema mitigation ideas fina1508.pdf National Flood Hazard Layer FIRMette FEMA Ilk • • • a r1• a 1 ` • a Q•ITY F n>>°+:tin 12086 C0476 ef�9/11/2OO 1�2009 Zone VE [EL 16 Feel) • s• Zone OPEN WATER I I 1 • 1 tie eat ll�9a "filtirust' hrLp: mdnelm�g�ry. Tel r rh nsd >a. } sr'x7.1?. Feet 1-F tine 25°4318.77"N 0 250 500 1,000 1.500 2000 Figure 5-1 — FEMA Flood Zone Legend SPECIAL FLOOD HAIARD AREAS With.. Base pail flnafion/3FE) With 6 Ft or Depthmau nc,nn. rz, lYgndatory Fbndway OTHER AREAS O F FLOOD H AZAE D OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PAWLS 9 02%A nnual Chance Flood Heard. Areas d 116 annual chance flood with average depth les than one sot or with drainage areas of le-s than one square code s +A Rogi: FuurPCDfiom 116aauad Chane flMrood Mazad m:. v Area With Reduced Flood Riskdneto Levee See blot .&MY Area with Flood Risk due to Levee., e InT., Area of Afnimai flood Hazard Q M. ADM of codetermined Flood ttaxad a. a -• Channel. Calvert or Stare Sewer Levee pike or Floodwal Cross Sectims with Ili annual Chance veer Earface ticahn - - Ooa-dl Transact .-..u... Pam flood Elevation litre fEFE) luni.rf Stuly Iwsdiction Ea, Warr Pndie Faeroe lydrograptrc Feature Orval Data Avalade Mo Neal Data Wadable Unmapped The pi n d's played onthe map is art a pp rani mate po M selected by the user and does not represent an authoritative property location This mapcoinpl with F£M.% standards for the nee Df dual lcrod maps if its not void asdesc ribed blow. The basemap shown couples with FEMA•s ba emap accuracy standard; The flood hazard information is derived tired from the authoritative MR. wen serwoes provided by FEMA T his map a e4,ofted on 7116; ]e1b at 10-.48. LT MT and does rot reflect changes or a mendmei6f subsequent m this date and time T he U FHL and effective information may change or become superseded by new data mar time This map mega is void if the one a more of the Tcbw4ng map dementh do rrd appear. basemap imagery. food zone labels..legend scale bar map creation date community ilentifrers RRfd panel number. and F RM effective date Mapimagis for mapped and murwderrized area cannot be used for regulatory mums._ In discussions with the City — the following recommendations should be considered for mitigation: Removable Pedestals — marinas on fixed docks have been modernized with removable pedestals. Prior to the coastal storm event, these pedestals can be removed and stored at a location above the predicted storm surge. Due to the large size of the marina, this effort may not be practical given other hurricane preparation requirements. In addition, the pedestals require transformers to step down the voltage, and the transformers are not removable. Finger Docks — the finger docks can be upgraded with concrete piles and pre -fabricated aluminium decks. This structural improvement will facilitate construction as it requires less labor, and this configuration is 32 Hurricane Irma Assessment — Dinner Key Marina I City of Miami more resistant to coastal storm loads than the current timber configuration. The concrete piles will also provide a longer service life and reduce long term maintenance costs. Overall, approximately 6,300 SF of timber docks need to be replaced with an additional 5,300 SF of finger docks requiring replacement of timber framing and decking from the hurricane impacts. The remaining approximately 12,000 SF of finger docks require at a minimum, replacement of the timber framing and decking. Spoil Islands Improvements — photos provided by marina management during Hurricane Irma indicate the outer "spoil islands" were overtopped by the storm surge. In addition, the majority of the hurricane damage was observed on the northern piers, Piers 1 and 2, that do not have any coastal protection from Biscayne Bay. A coastal engineering study could be performed that would provide alternatives for improving the marina basin coastal protection. Alternatives could include the construction of additional spoil islands or raising the grade of some of the existing islands with appropriate coastal armouring. The armouring could include "living shoreline" components. Below is a photo of the artificial islands constructed to protect the Fort Pierce City Marina in Florida that was destroyed by Hurricane Frances in 2004. Figure 5-2 - Artificial Islands protecting Ft. Pierce City Marina (courtesy of FortPierceMagazine.com) Replacement of Marina with Floating Docks - the existing dock structures are now 40 years old and will require ongoing maintenance and repairs if the dock components are repaired/restored as part of this Project. The repair approach to restore the marina to pre -storm conditions require extensive replacement of the utilities which is a significant part of the overall project cost. For mitigation of future coastal storm events, floating dock systems can withstand Category 3 hurricane conditions if appropriately designed and specified. Floating docks are also preferred by most marina customers. M&N coordinated with a floating dock vendor to provide an initial budget for replacement of the marina with floating concrete docks. Information from this vendor is incorporated into Appendix G, and the budget for complete replacement of the marina is between $28.5M — $31.4M. 33 Hurricane Irma Assessment — Dinner Key Marina I City of Miami Figure 5-3 - Pier 66 Marina with Marinetek Pontoons, Ft. Lauderdale Figure 5-4 - Bahia Mar Yachting Center with Bellingham Floating Docks, Ft. Lauderdale, FL 34 Hurricane Irma Assessment — Dinner Key Marina I City of Miami Appendix A - Photos A Photo 1. Typical pre -stressed concrete deck slab in serious condition with extensive cracking along the underside of the slab beams (1-6). Photo 2. Pre -stressed concrete slab exhibiting storm impact damage and exposed and corroding reinforcement requiring replacement (1-10). Photo 3. Storm damage and corrosion of pre -stressing strands in concrete deck slab (1-14). Photo 4. Typical cross-section loss for fender piles requiring replacement (1-2). Photo 5. Pre -stressed concrete slab in serious condition with concrete spalls and exposed and corroding reinforcement (2-10). Photo 6. Typical timber finger pier destroyed by storm impacts (3-13). Photo 7. Deck slab cracking typical of poor condition rating (3-4). Photo 8. Pre -stressed concrete slab cracking typical of fair condition rating (4-2). Photo 9. Pile cap in serious condition exhibiting significant cracking and oxidation of underlying reinforcement (4-13). Photo 10. Concrete damage and exposed reinforcement (5-13). Photo 11. Concrete cap cracking typical of pile caps in poor condition (6-3). Photo 12. Typical timber finger pier requiring repair (7-2). Photo 13. Typical fire main riser exposed to elements in fair to poor condition. Photo 14. Typical fire main riser exposed to elements in poor to critical condition. Photo 15. Pier 7 Against bulkhead — Vacuum sewer line broken Photo 16. Typical utility condition under pier grating (Pier 7 between slips 40 and 41) Photo 17. Pier 5 between slips 24 and 25 — Vacuum sewer service line severely rusted Note rust on threads of service line to fire main and reducer coupling bolt. Photo 18. Pier 4 between slips 60 and 61 — Typical potable water line and service lines. Note chafing and wear to flexible potable water service lines and weathering of tee fitting. Photo 19. Pier 4 slip 43 — Impact damage to sewer hydrant. Photo 20. Pier 1 Against bulkhead at access area — Heavy rusting of fire main at bulkhead. Photo 21. Pier 1 Access area — Heavily rusted fire main valve. Photo 22. Pier 1 Fire Cabinet B — Typical fire cabinet condition. Note oxidation on riser pipe, fittings, and hose reel. Also note water line from storm surge during hurricane Irma. Photo 23. Pier 1 between slips 11 and 12 — Note coating missing from fire main and service line and rusting of reducer coupling. Photo 24. Vacuum sewer pump station — inundated with storm surge. Photo 25. Vacuum sewer pump station — Note waterline of storm surge from Hurricane Irma. Photo 26 Photo 27 Photo 28 Photo 29 Photo 30 Photo 31 Photo 32 Photo 33 Photo 34 Photo 35 Photo 36 Photo 37 Photo 38 Photo 39 Photo 40 Photo 41 Photo4Z PIER 5 Photo 43 Photo 44 Photo 45 Photo 46 Photo 47 Photo 48 Photo 49 Photo 50 Photo 51 y r MILL • Photo 52 Bum . WAIN Photo 53 Photo 54 Photo 55 Photo 56 Photo 57 Photo 58 - 2a • I Photo 59 IJ Photo 60 Hurricane Irma Assessment — Dinner Key Marina I City of Miami Appendix B - Marina Specific Purpose Survey B SPECIFIC PURPOSE SURVEY UPI AND BOUNDARY LOCATION SKETCH L= 30.73 R=45.07 A=39'03'58" O O a Z L= 66.42 R=85.28 A=44'37'39" S75' 19' 03"E 12.27- PORTION OF TRACT A P.B. 34 PAGE 2 HISTORIC NORTHEASTERLY RIGHT-OF-WAY LINE N 00'00'00"E 63.10 POINT OF COMMENCEMENT SW COR, NW 1/4 22-54S-41 E 3385 PAN AMERICAN DR S44' 22' 00"E 342.91 CENTER LINE OF RIGHT-OF-WAY PAN AMERICAN DRIVE HISTORIC SOUTHWESTERLY RIGHT-OF-WAY LINE POINT OF BEGINNING N90' 00' 00"E 30.00 NO' 00' 00"E 133.58 KENNETH MYERS PARK S88' 52' 02"W 8.55 WON TIIF DISCLAIMER 309468 DOCUMENT ID 30476 FILE NUMBER 4917 BISCAYNE BAY 3377 CHARTHOUSE DR BISCAYNE BAY S43' 47' 00"E 399.97 TIIF DISCLAIMER 309468 DOCUMENT ID 30476 FILE NUMBER 4917 TIIF CORRECETIVE DEED 311303 DOCUMENT ID 19448 FILE NUMBER 0000 N44' 20' 34"W 528.19 CITY OF MIAMI CITY HALL N43' 47' 00"W 235.56 11111 11 11 BISCAYNE B A Y 11 1 II II II II II II II II 'mg ), II I! II II II II II II Ill II Sob 11 11 II II II II 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1 1111 II 11 II II 11 11 11 11 11 II 11 11 11 11 PIER 5 11 II II 11 11 11 11 11 11 11 11 III 11 11 11 11 11 11 II 11 11 11 II II 11 11 11 11 BISCAYNE BAY m BISCAYNE GRAPHIC SCALE 80 0 40 80 160 1 inch = 100 ft. CLIENT Moffatt & Nichol 2937 SW 27th AVENUE Suite 101A Coconut Grove, Florida 33133 SURVEYORS CERTIFICATION; I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF THAT THE ATTACHED "SPECIFIC PURPOSE SURVEY" IS TRUE AND CORRECT. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, SET FORTH IN CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. TI V OTH Y IV V1 AYE, License #7022 FT. SOUTH FLORIDA ��FT. PIERCE kSTUART .4JUPITER LKEECHOBE II WEST PALM BEACH NAPLES KEY WEST SHEET KEY LEGAL DESCRIPTION (UPLAND): 11 MEW 1 1'ia�MIAMI d NOT TO SCALE BOCA RATON FORT LAUDERDALE PROJECT LOCATION COMMENCE AT THE SOUTHWEST CORNER OF THE NORTHWEST 1/4 OF SECTION 22, TOWNSHIP 54 SOUTH, RANGE 41 EAST, MIAMI DADE COUNTY, FLORIDA; THENCE NORTH 00°00'00" EAST ALONG SAID SECTION LINE FOR 63.10 FEET TO A POINT; THENCE NORTH 90°00'00" EAST FOR 30.00 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL OF LAND: THENCE NORTH 38°42'00" EAST ALONG A LINE PARALLEL WITH AND 44.00 FEET SOUTHWESTERLY OF, AS MEASURED AT RIGHT ANGLES TO THE NORTHWESTERLY LINE OF "TRACT A" DINNER KEY, AS RECORDED IN PLAT BOOK 34, AT PAGE 2, OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA, FOR 922.70 FEET TO A POINT ON THE NEXT DESCRIBED CURVE, SAID POINT BEARING NORTH 20°14'38" EAST FROM THE RADIUS POINT OF SAID CURVE; THENCE SOUTH AND SOUTHEASTERLY ALONG A CIRCULAR CURVE TO THE RIGHT, CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 45.07 FEET AND A CENTRAL ANGLE OF 39°03'58" FOR AN ARC DISTANCE OF 30.73 FEET TO A POINT OF TANGENCY; THENCE SOUTH 30°41'24" EAST ALONG THE EASTERLY LINE OF SAID "TRACT A" DINNER KEY, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 34, AT PAGE 2 OF THE PUBLIC. RECORDS OF MIAMI DADE COUNTY, FLORIDA FOR 196.76 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY ALONG A CIRCULAR CURVE TO THE LEFT, CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 85.28 FEET AND A CENTRAL ANGLE OF 44°37'39" FOR AN ARC DISTANCE OF 66.42 FEET TO POINT OF TANGENCY; THENCE SOUTH 75°19'03" EAST FOR 12.27 FEET; THENCE SOUTH 15°12'57" WEST FOR 267.44 FEET; THENCE SOUTH 44°22'00" EAST FOR 342.91 FEET; THENCE NORTH 87°54'15" EAST FOR 182.30 FEET; THENCE SOUTH 43°47'00" EAST FOR 399.97 FEET; THENCE SOUTH 45°29'25" WEST FOR 385.78 FEET; THENCE NORTH 43°47'00" WEST FOR 235.56 FEET; THENCE SOUTH 45°23'51" WEST FOR 690.88 FEET; THENCE NORTH 44°20'34" WEST FOR 528.19 FEET; THENCE SOUTH 88°52'02" WEST FOR 8.55 FEET; THENCE NORTH 12°55'00" WEST FOR 379.71 FEET; THENCE NORTH 00°00'00" EAST FOR 133.58 FEET TO THE POINT OF BEGINNING. CONTAINING 24.64 ACRES, MORE OR LESS. THERE MAY BE ADDITIONAL RESTRICTIONS AND DEDICATIONS THAT ARE NOT SHOWN ON THIS SURVEY AND MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. SURVEYOR'S NOTES: 1. THIS IS A SPECIFIC PURPOSE SURVEY. 2. THE PURPOSE OF THIS SURVEY IS IS TO UPDATE EXISTING SITE TOPOGRAPHY, DISPLAY THE BOUNDARY OF DINNER KEY MARINA AND THE ADJACENT SUBMERGED LAND LEASE AND LOCATE THE ABOVE GROUND UTILITIES ON THE PIERS AND ADJACENT UPLANDS OF DINNER KEY MARINA. 3. THIS IS NOT A BOUNDARY SURVEY. 4. THE HORIZONTAL DATUM FOR THE PROJECT IS THE NORTH AMERICAN DATUM OF 1983/2011 ADJUSTMENT (NAD83/2011), FLORIDA EAST ZONE 0901. 5. THE VERTICAL DATUM FOR THE PROJECT IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 6. ALL DISTANCES SHOWN HERON ARE IN US SURVEY FEET. 7. THE BASIS OF BEARING IS THE CITY OF MIAMI MONUMENT LINE OF SOUTH BAYSHORE DRIVE, HAVING A PUBLISHED BEARING OF N38°42'00"E. ALL BEARINGS ARE RELATIVE THERE TO. 8. BEARING CONVERSIONS TO NAD83/2011 GRID BEARINGS CAN BE MADE BY SUBTRACTING 2°24'42" FROM THE BEARINGS SHOWN HERON. 9. BOUNDARY LINES DISPLAYED HERON ARE FOR INFORMATIONAL PURPOSES ONLY. 10. OWNERSHIP IS SUBJECT TO OPINION OF TITLE. 11. RECORD SEARCHES BY THIS OFFICE HAVE BEEN LIMITED TO THE PUBLIC RECORDS OF, MIAMI-DADE COUNTY, AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. RECORD SEARCHES DO NOT EXCEED 20 YEARS AND ARE NOT CONSIDERED EXHAUSTIVE AND/OR COMPREHENSIVE. 12. THERE MAY BE ADDITIONAL RESTRICTIONS AND DEDICATIONS THAT ARE NOT SHOWN ON THIS SURVEY AND MAYBE FOUND IN THE PUBLIC RECORDS OF MIAMI-DADE COUNTY. 13. AERIAL IMAGERY FROM MICROSOFT BING DATED 2018 O1In Hydrographlc Solutions, Inc. 2900 Calusa St, Miami, Florida, 33133 Consulting Engineering, Surveying & Mapping, and Environmental Services Phone: (305) 619-2800 Fax: (305) 860-4411 LB # 7999 CA # 26050 PROJECT KEY VAI\A SURVEY TITLE SPECIFIC PURPOSE DRAWING DATE: 8-16-18 OHS JOB NO. 18-028 SCALE: As Shown REV DATE: USACE JOB NO: N/A DRAWN BY: T.Mayer APPROVED BY: D. Olin PAGE 1 OF 5 SPECIFIC PURPOSE SURVEY SUBME 1\ GE!) LAND DINNER KEY MARINA N25° 43' 28.31" W80° 14' 24.49" N25° 44' 01.29" W80° 13' 38.48" N 51 ° 25' 22"E 441.79 N14° 32' 50"E 180.86 �N45° 33' 06"E 250.00 �N76° 32' 57"E 526.25 S74° 36' 42"E 17.01 N45° 24' 23"E 307.78 S74° 36' 25"E 40.57 N88° 24' 43"E 325.79 N40° 56 39 W 8687.89 S35° 51' 18"E '513.59 TIIF 300 VA DEED \O. 19448 '< 3130, PAGE 260 VI 3ADE ECO3S S47° 19' 27"W 265.31-\ 0 N25° 43' 02.59" W80° 12' 47.98" 4 4 O. ' 23F 7� N25° 42' 29.95" W80° 12' 46.84" N25°42'25.48" W80°13'19.68" 0 cb GRAPHIC SCALE 80 0 40 80 160 1 inch = 500. ft. CLIENT NOTE: WORLD GEODETIC SYSTEM OF 1984 LATITUDE AND LONGITUDE COORDINATES SHOWN HERON ARE FROM CLIENT PROVIDED DOCUMENT TITLED "DINNER KEY MOORING FIELD.PDF". BEARINGS AND DISTANCES ARE RELATIVE TO THE COORDINATES SHOWN ON SAID DOCUMENT AND REFERENCED TO THE BASIS OF BEARING OF THIS SURVEY LEGAL DESCRIPTION (SUBMERGED LAND) : ALL THAT SUBMERGED AND PARTIALLY SUBMERGED LAND IN SECTIONS 21, AND 22, 23, 26, 27, AND 35, TOWNSHIP 54 SOUTH, RANGE 41 EAST, DESCRIBED AS FOLLOWS: BOUNDED ON THE NORTHWEST BY THE UNITED STATES PIER -HEAD AND BULKHEAD LIS AS ESTABLISED ALONG THE WESTERLY SIDE OF BISCAYNE BAY; BOUNDED ON THE NORTHEAST BY THE SOUTHEASTERLY PRODUCTION OF THE NORTHEASTERLY RIGHT OF WAY LINE OF KIRK STREET; BOUNDED ON THE SOUTHWEST BY THE SOUTHEASTERLY PRODUCTION OF THE SOUTHWESTERLY BOUNDARY OF THAT TRACT OF LAND MARKED "JOHN H. HOPKINS LOT, LAKE PLACID SCHOOL", ACCORDING TO THE PLAT OF THE JOHN a. HOPKINS LAKE PLACID SCHOOL PROPERTY, AS RECORDED IN PLAT BOOK 6 AT PAGE 152, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA BOUNDED ON THE SOUTHEAST BY THAT LAND WHICH IS CONSISTENTLY MORE THAN 6 FEET BELOW THE MEAN -LOW WATER SURFACE OF BISCAYNE BAY. NOTE: WORLD GEODETIC SYSTEM OF 1984 LATITUDE AND LONGITUDE COORDINATES SHOWN HERON ARE FROM CLIENT PROVIDED DOCUMENT TITLED "DINNER KEY MOORING FIELD.PDF". BEARINGS AND DISTANCES ARE RELATIVE TO THE COORDINATES SHOWN ON SAID DOCUMENT AND REFERENCED TO THE BASIS OF BEARING OF THIS S URVEY Olin Hydrographlc Sol a tlons, Inc. 2900 Calusa St, Miami, Florida, 33133 Consulting Engineering, Surveying & Mapping, and Environmental Services Phone: (305) 619 2800 Fax: (305) 860-4411 LB # 7999 CA # 26050 PROJECT DI\\EKEY V1A1\A Moffatt & Nichol 2937 SW 27th AVENUE Suite 101A Coconut Grove, Florida 33133 SURVEY TITLE SPECIFIC PURPOSE DRAWING DATE: 8-16-18 OHS JOB NO. 18-028 SCALE: As Shown REV DATE: USAGE JOB NO: N/A DRAWN BY: T.Mayer APPROVED BY: D. Olin PAGE 2 OF 5 SPECIFIC PURPOSE SURVEY U1 1,1 I Y SURVEY 1 S43° 47' 00 7 e e c ee BISCAYNE BAY G '� ti\�Q '`i<e` ® \�\� 3 Raj• w\�\�> e\G r e\c r 6` GJ (.0 e\pig rr ji �6 Jti ) — \,let J >`� 4 n 0 trey r rtio \tcQ JCV- \A\' • 0 ® \A'" \'\® • A \<0e XI \'Z's rr e\ ® str_Imp co Lfi V) \A\ • P IER 1 \A\' e GO �t c \A P IER 2 < t `\O sxr •�\6 • i• • 6® • • 09 • • • • ae \4® G0• 4404 c •• • • SD ® • •\A*GOc •tXmtite eg \A\ e4 Aa`AGo its \C e4 \ebcGrts\A \A� e GO ' GO \it's \A\ 41$ „s•c •xc Qt ®A'`' e i`te \A\ \t`` \t`` • ® • xc \AY s•� GO \A'\ yd ,2, ' '5 c • O G —® P IER 3 ke 0 \', • GO\Akk eft G0 5,c1 ,i \A\ k\te< As GO \fie y'sit ,44- 44 \A'` ...>v CO • • \A ® X 149 e\G • ID X •ac \A\ • GO \A\ • \A\ O c \ " c K, �'\�'` � \A ><t o`\-eP GO \A tit rc \A\' 0' GRAPHIC SCALE 80 0 40 80 160 1 inch = 50 ft. CLIENT MATCH LINE SHEET 4 \ D X elc—hh str—Imp O fire trf Igt shr X str—elc ® ped—Ip ® CO X elc—unk • DMH O IRG—CB p gnd—It = WATER VALVE TYP. 6" = ELECTRICAL HAND HOLE STREET LIGHT FIRE SERVICE ELECTRICAL TRANSFORMER LIGHT PEDESTAL TYP. 1'X1' SHORE UTILITY SERVICE PEDESTAL TYP. STREET LIGHT HAND HOLE PEDESTRIAN LIGHT PEDESTAL SANITARY CLEAN OUT UNKNOWN OR DAMAGED ELECTRICAL SERVICE DRAINAGE MANHOLE IRRIGATION CONTROL BOX GROUND LIGHT Olin Hydrographlc Sol a tlons, Inc. 2900 Calusa St, Miami, Florida, 33133 Consulting Engineering, Surveying & Mapping, and Environmental Services Phone: (305) 619-2800 Fax: (305) 860-4411 LB # 7999 CA # 26050 PROJECT DI\\EKEY V1A1\A Moffatt & Nichol 2937 SW 27th AVENUE Suite 101A Coconut Grove, Florida 33133 SURVEY TITLE SPECIFIC PURPOSE DRAWING DATE: 8-16-18 OHS JOB NO. 18-028 SCALE: As Shown REV DATE: USAGE JOB NO: N/A DRAWN BY: T.Mayer APPROVED BY: D. 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Go grt 5` \A' art ��< Go attar \4° G° ert 4. G° \A'� ®ert • • 40 •xc art \A'` ti Gp • 9 rc • At • xc ®• • \4'` art \4 e' art \A\. 4 <e Gp `t • ert ,�t't\4" GO ect \A * • 6* • xc Gp art \' . <e \4'� titr\4\ Gp art \fie t O < \ t < < t \ O t Lt t < O t < t t. 0 �4 `wtr \4 ar \4 G ar ar \AP er titr\4 ar \4 , 4 5 \ ar \4 G ar ���+ 4 \4 G 0 GO d �4 GO \4 4 \4 e • • xt • • xr • • ® mB • » • e o xc • • ®• ® • xc e • xc • aD �< 44 \o,` `t Gp `�� t a \4` art \4` art r\te \A` t Go tr \A` <e \4t• \4` G° art ate \4` art Go , tr art \?, �t' 4t • Go • • tr • J:c Go ®\4` • GRAPHIC SCALE 80 0 40 80 160 1 inch = 50 ft. CLIENT MATCH LINE SHEET 5 \ D wv X elc—hh str—Imp zr fire O trf • Igt ® shr X str—elc ® ped—Ip ® CO X elc—unk • DMH O IRG—CB p gnd—It = WATER VALVE TYP. 6" = ELECTRICAL HAND HOLE STREET LIGHT FIRE SERVICE ELECTRICAL TRANSFORMER LIGHT PEDESTAL TYP. 1'X1' - SHORE UTILITY SERVICE PEDESTAL TYP. 1'X1' STREET LIGHT HAND HOLE PEDESTRIAN LIGHT PEDESTAL - SANITARY CLEAN OUT UNKNOWN OR DAMAGED ELECTRICAL SERVICE DRAINAGE MANHOLE IRRIGATION CONTROL BOX GROUND LIGHT Olin Hydrographlc Sol a tlons, Inc. 2900 Calusa St, Miami, Florida, 33133 Consulting Engineering, Surveying & Mapping, and Environmental Services Phone: (305) 619-2800 Fax: (305) 860-4411 LB # 7999 CA # 26050 PROJECT DI\\E� KEY V1A1\A r`tir r Moffatt & Nichol 2937 SW 27th AVENUE Suite 101A Coconut Grove, Florida 33133 SURVEY TITLE SPECIFIC PURPOSE DRAWING DATE: 8-16-18 OHS JOB NO. 18-028 SCALE: As Shown REV DATE: USAGE JOB NO: N/A DRAWN BY: T.Mayer APPROVED BY: D. Olin PAGE 4 OF 5 SPECIFIC PURPOSE SURVEY U1 1,1 I Y SURVEY MATCH LINE SHEET 4 'ARK ti< ®?yam r S88° 54602'W FQ �Q) / / • V • • BISCAYNE BAY erc like 40 t 0 ti oio h </\<6Q 6): � J � rr h � e� .cr ,o �.,e�o,cr N44° 20' 34'"W • TIIF CORRECETIVE DEED 311303 DOCUMENT ID 19448 FILE NUMBER 0000 \o's <FQ 2e �528.19r� ;[ • a Jo e ci >4,4" 5 r y,�<Gr e6 0'` • c ® ,00 G°YG a '<k H. ,o`)�` \A\' O 0 `< • +6<e e ` 3& sQ< • • 40 W '$ \46 •e • • G, • PIER 7 er` \A♦ G2 ♦A♦ ♦ 4 e \A • er ♦A • • • (Aka xc • se ' • e• t • • ®• • Jx 9 • it, • MO r • TL • ® co • GRAPHIC SCALE 80 0 40 80 160 1 inch = 50 ft. CLIENT \ D X elc—hh co, str—Imp O fire trf Igt shr X str—elc ® ped—Ip ® CO X elc—unk • DMH O IRG—CB p gnd—It = WATER VALVE TYP. 6" = ELECTRICAL HAND HOLE STREET LIGHT FIRE SERVICE ELECTRICAL TRANSFORMER LIGHT PEDESTAL TYP. 1'X1' SHORE UTILITY SERVICE PEDESTAL TYP. STREET LIGHT HAND HOLE PEDESTRIAN LIGHT PEDESTAL SANITARY CLEAN OUT UNKNOWN OR DAMAGED ELECTRICAL SERVICE DRAINAGE MANHOLE IRRIGATION CONTROL BOX GROUND LIGHT Olin Hydrographlc Sol a tlons, Inc. 2900 Calusa St, Miami, Florida, 33133 Consulting Engineering, Surveying & Mapping, and Environmental Services Phone: (305) 619-2800 Fax: (305) 860-4411 LB # 7999 CA # 26050 PROJECT DI\\EKEY V1A1\A Moffatt & Nichol 2937 SW 27th AVENUE Suite 101A Coconut Grove, Florida 33133 SURVEY TITLE SPECIFIC PURPOSE DRAWING DATE: 8-16-18 OHS JOB NO. 18-028 SCALE: As Shown REV DATE: USAGE JOB NO: N/A DRAWN BY: T.Mayer APPROVED BY: D. Olin PAGE 5 OF 5 Hurricane Irma Assessment — Dinner Key Marina I City of Miami Appendix C — Piling Underwater Inspection Summary 6 Pr irt II I •• OP .41W AO NORTH SOUTH NORTH gpormir SOUTH p:11r1[;11:117 p raf•17 Mr1•'> :=1[47711117711)1117"41 11rs 1 N 1 s 2 N 2 s 3 N 3 s 4 N 4 s 5 N 5 s 6 N 6 s 7 N 7 s 8 N 8 s 9 9 W 10 10 W 11 11 W 12 12 W 13 13 W 14 14 W 15 15 W 16 16 W 17 17 W 18 18 W 19 N 19 s 20 s 20 N 21 s 21 N 22 22 5 23 N 23 s 24 N 24 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Condition Level Defect Photo 1 Good Condition/No Defect 2 Fair Condition/Slight Defect 3 Poor Condition/Loss of Section 4 Bad Condition/Structural Failure C Crack in Concrete S Concrete Spall 0 Photo Position V 1' Olin Hydrographic Solutions, Inc. Consulting Engineering, Environmental, and Mapping Services 410 2900 Calusa St, Miami, FI, 33133 16334 Port Dickinson, Jupiter FL 33477 Phone 1 (305) 619 2800; Fax (305) 860 4411 rograp lc www.olinhydrographic.com olotions,IInc. DINNER KEY MARINA SOUTHWEST 27TH AVENUE, COCONUT GROVE, FL, 33133 PIER 1 Date : 06/20/18 Job: 18-028 Date of Measurement : 06/10 to 18/18 Drawn by : JH Approved by : DO Sheet : 1 of 7 David G. Olin P.E. FI. Reg. 57555 Olin Hydrographic Solutions, Inc. Consulting Engineering, Environmental, and Mapping Services 2900 Calusa St, Miami, FI, 33133 16334 Port Dickinson, Jupiter FL 33477 Phone 1 (305) 619 2800; Fax (305) 860 4411 rograp is www.olinhydrographic.com olutions, Inc. DINNER KEY MARINA SOUTHWEST 27TH AVENUE, COCONUT GROVE, FL, 33133 PIER 2 Date : 06/20/18 Job: 18-028 Date of Measurement : 06/10 to 18/18 Drawn by : JH Approved by : DO Sheet :2of7 Pile Cap # Side Top Condition Defect Bottom Condition Defect 1 E 1 1 1 W 1 1 2 E 1 1 2 W 1 1 3 E 1 1 3 W 1 1 4 E 1 1 4 W 1 1 5 E 1 1 5 W 1 1 6 E 1 1 6 W 1 1 7 E 1 1 7 W 1 1 8 E 1 1 8 W 1 1 9 E 1 1 9 W 1 1 10 E 1 1 10 W 1 1 11 E 1 1 11 W 1 1 12 E 1 1 12 W 1 1 13 E 1 1 13 W 1 1 14 E 1 1 14 N 1 1 15 S 1 1 15 N 1 1 16 e 1 1 16 E 1 1 17 N 1 1 17 S 1 1 18 S 1 1 18 S 1 1 19 N 1 1 19 S 1 1 20 N 1 1 20 S 1 1 21 N 1 1 21 S 1 1 Condition Level Defect Photo 1 Good Condition/No Defect 2 Fair Condition/Slight Defect 3 Poor Condition/Loss of Section 4 Bad Condition/Structural Failure C Crack in Concrete S Concrete Spall 0 Photo Position 50 GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. David G. Olin P.E. FI. Reg. 57555 1 11* .•1 IA IP • illa . t I. r AA 1.411 Id& 02. il 4111t 4111116/ 4116110 • g d 1 m (A AO ASP alit WSW WO` Olin Hydrographic Solutions, Inc. �M, Consulting Engineering, Environmental, and Mapping Services 2900 Calusa St, Miami, FI, 33133 4111, 16334 Port Dickinson, Jupiter FL 33477 Phone 1 (305) 619 2800; Fax (305) 860 4411 rograp is www.olinhydrographic.com olutions, Inc. IF i 1 • • 10 40110 •+ i Pile Cap # Side 1 E Top Condition Defect 1 Bottom Condition Defect 1 1 W 1 1 2 E 1 1 2 W 1 1 3 E 1 1 3 W 1 1 • ` 4 E 1 1 4 W 1 1 -C13.. I 5 E 1 1 5 W 1 1 6 E 1 1 6 W 1 1 7 E 1 1 7 W 1 1 + 8 E 1 1 8 W 1 1 9 E 1 1 9 W 1 1 i :s so 10 E 1 1 w w w w 0 --N N N m ti 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14 W 1 1 15 E 1 1 15 W 1 1 16 E 1 1 PC • All 16 W 1 1 17 E 1 1 17 W 1 1 18 E 1 1 18 W 1 1 19 E 1 1 19 N 1 1 P J 20 E 1 1 20 N 1 1 21 E 1 1 21 W 1 1 22 E 1 1 22 W 1 2 C 23 E 1 1 23 W 2 S 1 24 N 1 1 24 S 1 1 25 N 1 1 25 S 1 1 26 N 1 1 26 S 1 1 27 N 1 1 27 S 1 1 28 N 1 1 28 S 1 1 29 N 1 1 m > —I3 NORTH 29 S 1 1 30 N 1 1 30 S 1 1 31 N 1 1 31 S 1 1 32 N 1 1 32 S 1 1 Condition Level 1 Good Condition/No Defect 2 Fair Condition/Slight Defect Poor Condition/Loss of Section 4 Bad Condition/Structural Failure Defect C Crack in Concrete S Concrete Spall Photo 0 Photo Position DINNER KEY MARINA SOUTHWEST 27TH AVENUE, COCONUT GROVE, FL, 33133 PIER 3 Date : 06/20/18 Job: 18-028 Date of Measurement : 06/10 to 18/18 Drawn by : JH Approved by : DO Sheet : 3 of 7 50 GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. David G. Olin P.E. FI. Reg. 57555 lei a low aon. 44 rio Apo' 311 PC18 m D Olin Hydrographic Solutions, Inc. ■v Consulting Engineering, Environmental, and Mapping Services 2900 Calusa St, Miami, FI, 33133 16334 Port Dickinson, Jupiter FL 33477 Phone 1 (305) 619 2800; Fax (305) 860 4411 rograp Ic www.olinhydrographic.com olutions, Inc. DINNER KEY MARINA SOUTHWEST 27TH AVENUE, COCONUT GROVE, FL, 33133 PIER 4 Date : 06/20/18 Job: 18-028 Date of Measurement : 06/10 to 18/18 Drawn by : JH Approved by : DO Sheet : 4 of 7 Pile Cap # Side 1 E 1 W 2 E 2 W 3 E 3 W 4 E 4 W 5 E 5 W 6 E 6 W 7 E 7 W 8 E 8 W 9 E 9 W 10 E 10 W 11 E 11 W 12 E 12 W 13 E 13 W 14 E 14 W 15 E 15 W 16 E 16 W 17 E 17 W 18 E 18 W 19 E 19 N 20 E 20 N 21 E 21 W 22 N 22 5 23 N 23 5 24 N 24 5 25 N 25 5 Top Condition Defect 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Bottom Condition Defect 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Condition Level 1 Good Condition/No Defect 2 Fair Condition/Slight Defect 3 Poor Condition/Loss of Section 4 Bad Condition/Structural Failure Defect Photo C Crack in Concrete S Concrete Spall 0 Photo Position David G. Olin P.E. FI. Reg. 57555 $ORTI vpiai Alido IMP 11441 WNW APP. IOW wow :411•0 Cow Olin Hydrographic Solutions, Inc. Consulting Engineering, Environmental, and Mapping Services 2900 Calusa St, Miami, FI, 33133 16334 Port Dickinson, Jupiter FL 33477 Phone 1 (305) 619 2800; Fax (305) 860 4411 rograp is www.olinhydrographic.com olutions, Inc. y 4 401110 • • • W U1 W Pile Cap # Side Top Condition Defect Bottom Condition Defect 1 E 1 1 1 W 1 1 r 2 E 1 1 2 W 1 1 3 E 1 1 3 W 1 1 I. 4 E 2 1 MEP ...AP 4 W 1 1 5 E 1 1 5 W 1 1 6 E 1 1 6 W 1 1 7 E 1 1 7 W _ 1 1 8 E 1 1 8 W 1 1 9 E 1 1 9 W 2 S 1 10 E 2 S 1 10 W 2 S 1 11 E 1 1 11 W 1 1 12 E 1 1 12 W 1 1 13 E 1 1 13 W 1 1 14 E 1 1 1 14 W 1 15 E 1 1 1 15 W 1 16 E 1 1 16 W 1 1 17 E 1 1 m 17 W 1 1 4174110. 18 E 1 1 18 W 2 S 1 19 E 1 1 19 W 1 1 I *Mb 20 E 2 C 1 20 W 1 1 21 E 1 1 21 W 1 1 22 E 2 C 1 22 W 1 1 23 E 1 1 23 W 1 1 24 E 1 1 24 W 1 1 411111110 Jilk 25 E 1 1 25 W 1 1 26 N 1 1 IOW 26 S 2 S 1 27 N 1 1 27 S 1 1 28 N 1 1 28 S 1 1 9 29 S 1 1 29 N 1 1 30 S 1 1 30 N 1 1 •Airprop 31 S 1 1 31 N 1 1 32 N 1 1 114111ii. 32 S 1 1 1 33 N 1 33 S 1 1 34 S 1 1 34 N 1 1 rdN�i 35 S 1 1 35 N 1 1 • m > 0) Condition Level 1 Good Condition/No Defect 2 Fair Condition/Slight Defect 3 Poor Condition/Loss of Section 4 Bad Condition/Structural Failure Defect C Crack in Concrete S Concrete Spall Photo 0 Photo Position 03 W DINNER KEY MARINA SOUTHWEST 27TH AVENUE, COCONUT GROVE, FL, 33133 PIER 5 Date : 06/20/18 Job: 18-028 Date of Measurement : 06/10 to 18/18 Drawn by : JH Approved by : DO Sheet : 5 of 7 50 GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. David G. Olin P.E. FI. Reg. 57555 s mcn ANEW MAI Se• %OPP* IA& anbc • a‘ MO dENIJ 1PP MOP Ob. fira1 • 1I Olin Hydrographic Solutions, Inc. Consulting Engineering, Environmental, and Mapping Services 2900 Calusa St, Miami, FI, 33133 16334 Port Dickinson, Jupiter FL 33477 Phone 1 (305) 619 2800; Fax (305) 860 4411 rograp lc www.olinhydrographic.com olutions, Inc. DINNER KEY MARINA SOUTHWEST 27TH AVENUE, COCONUT GROVE, FL, 33133 PIER 6 Date : 06/20/18 Job : 18-028 Date of Measurement : 06/10 to 18/18 Drawn by : JH Approved by : DO Sheet : 6 of 7 Pile Cap # Side w 2 2 w 3 3 w 4 E 4 W 5 E 5 W 6 E 6 w 7 E 7 w 8 E 8 w 9 E 9 w 10 E 10 w 11 E 11 w 12 E 12 W 13 E 13 W 14 E 14 w 15 E 15 w 16 E 16 W 17 E 17 w 18 E 18 w 19 E 19 N 20 E 20 N 21 E 21 w 22 N 22 5 23 N 23 5 24 N 24 5 25 N 25 5 26 N 26 5 27 N 27 5 Top Condition Defect 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Bottom Condition Defect 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Condition Level 1 Good Condition/No Defect 2 Fair Condition/Slight Defect 3 Poor Condition/Loss of Section 4 Bad Condition/Structural Failure Defect Photo C Crack in Concrete S Concrete Spall 0 Photo Position David G. Olin P.E. FI. Reg. 57555 rograp is olutions, Inc. Olin Hydrographic Solutions, Inc. Consulting Engineering, Environmental, and Mapping Services 2900 Calusa St, Miami, FI, 33133 16334 Port Dickinson, Jupiter FL 33477 Phone 1 (305) 619 2800; Fax (305) 860 4411 www.olinhydrographic.com DINNER KEY MARINA SOUTHWEST 27TH AVENUE, COCONUT GROVE, FL, 33133 PIER 7 Date : 06/20/18 Job: 18-028 Date of Measurement : 06/10 to 18/18 Drawn by : JH Approved by : DO Sheet : 7 of 7 Pile Cap # Side Top Condition Defect Bottom Condition Defect 1 E 1 1 1 W 1 1 2 E 1 1 2 W 1 1 3 E 1 1 3 W 1 1 4 E 1 1 4 W 1 1 5 E 1 1 5 W 1 1 6 E 1 1 6 W 1 1 7 E 1 1 7 W 1 1 8 E 1 1 8 W 1 1 9 E 1 1 9 W 1 1 10 E 1 1 10 W 1 1 11 E 1 1 11 W 1 1 12 E 1 1 12 W 1 1 13 E 1 1 13 W 1 1 14 E 1 1 14 W 1 1 15 E 1 1 15 W 1 1 16 E 1 1 16 W 1 1 17 E 1 1 17 W 1 1 18 E 1 1 18 W 1 1 19 E 1 1 19 W 1 1 20 N 1 1 20 S 1 1 21 N 1 1 21 S 1 1 22 N 1 1 22 S 1 1 23 N 1 1 23 S 1 1 24 N 1 1 24 S 1 1 25 N 1 1 25 S 1 1 26 N 1 1 26 S 1 1 27 N 1 1 27 S 1 1 28 N 1 1 28 S 1 1 Condition Level 1 Good Condition/No Defect 2 Fair Condition/Slight Defect 3 Poor Condition/Loss of Section 4 Bad Condition/Structural Failure Defect Photo C Crack in Concrete S Concrete Spall 0 Photo Position 50 GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. David G. Olin P.E. FI. Reg. 57555 Dinner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 1 PC09E Top Pier 1 PC09E Top Below Water ❑lin hydrographic Solutions Inc. Dinner Key Piling Inspection Piling:Pier1-PC09E (1/35) ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 1 PC1OW Top Pier 1 PC1 OW Top Below Water • 2 • uP !II ❑lin Hydrographic Solutions Inc. ❑inner Key Piling Inspection Piling:Pierl-PC1OW (2/35) Hydrograp is 5oIj ions. Inc. ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 1 PC21 N Top Pier 1 PC21 N Top Below Water • Olin Hydrographic Solutions Inc. ❑inner Key Piling Inspection Piling:Pierl-PC21N (3/35) ydrograp is Sol jtions. Inc. Dinner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 1 PC24S Top Pier 1 PC245 Top Below Water Olin Hydrographic Solutions Inc. Dinner Key Piling Inspection Piling:Pierl-PC24S (4/35) Hydrocrap is Sol Aipns Inc. Dinner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 2 PCO1 W Top Pier 2 PCO1W Top Below Water Olin Hydrographic Solutions Inc. t::Mi Dinner Key Piling Inspection Piling:Pier2-PCO1 W (5/35) 1 r Itydrocrap is 5oljhons. Ice. ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 2 PC11 E Top Pier 2 PC11 E Top Below Water ❑lin Hydrographic Solutions Inc. ❑inner Key Piling Inspection Piling:Pier2-PC11 E (6/35) Hydrocrap is Eoljlipns Inc. ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 2 PC12W Top Pier 2 PC12W Bottom pir Olin Hydrographic Solutions Inc. Dinner Key Piling Inspection Piling:Pier2-PC12W (7/35) Hydrocrap is Solid pns Irc. Dinner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 2 PC15E Top Pier 2 PC15E Top Below Water Olin Hydrographic Solutions Inc. Dinner Key Piling Inspection Piling:Pier2-PC15E (8/35) Hydrocrap is Solalion5 Irc. Dinner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 3 PCO1 W Top Pier 3 PCO1W Top Below Water Olin Hydrographic Solutions Inc. Dinner Key Piling Inspection Piling:Pier3-PCO1W (9/35) Hydrocrap is Solalions Irc. ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 3 PC12E Top Pier 3 PC12E Top Below Water Olin Hydrographic Solutions Inc. '� ❑inner Key Piling Inspection Piling:Pier3-PC12E (10/35) •I� ydroc rap is 5olations. Inc. ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 3 PC13W Top Pier 3 PC13W Bottom Olin Hydrographic Solutions Inc. ❑inner Key Piling Inspection Piling:Pier3-PC13W (11/35) ydrograp is 5oljhons. lnc. ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 3 PC22E Top Pier 3 PC22E Top Below Water ❑lin Hydrographic Solutions Inc. ❑inner Key Piling Inspection Piling:Pier3-PC22E (12/35) Hydrograp is 5oljtions. Inc. ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 3 PC275 Top Pier 3 PC27S Bottom Olin Hydrographic Solutions Inc. ❑inner Key Piling Inspection Piling:Pier3-PC27S (13/35) ydrograp is Sol jtions. Inc. Dinner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 3 PC3ON Top Pier 3 PC3ON Bottom Olin Hydrographic Solutions Inc.[::M:1 Dinner Key Piling Inspection Piling:Pier3-PC3ON (14/35) r Itydrocrap is 5olsions. Ice. ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 4 PCO1 W Top Pier 4 PCO1 W Bottom mit Olin Hydrographic Solutions Inc. Dinner Key Piling Inspection Piling:Pier4-PC01W (15/35) Hydrocrap is Sol Aions Inc. ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 4 PC14E Top Pier 4 PC10E Bottom ❑lin Hydrographic Solutions Inc. ❑inner Key Piling Inspection Piling:Pier4-PC10E (16/35) Hydrograp is 5oldtions. Inc. ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 4 PC11 W Top Pier 4 PC11 W Bottom Olin Hydrographic Solutions Inc. ❑inner Key Piling Inspection Piling:Pier4-PC11 W (17/35) Hydrograp is 5oldtions. Inc. Dinner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 4 PC20E Top Pier 4 PC20E Bottom ❑lin Hydrographic Solutions Inc. Dinner Key Piling Inspection Piling:Pier4-PC20E (18/35) ydmgrap it 5oluho s Inc. ❑inner Key Marina Piling inspection 2018 PILING INSPECTION Pier 4 PC21 W Top Pier 4 PC21 W Bottom Olin Hydrographic Solutions Inc. ❑inner Key Piling Inspection Piling:Pier4-PC21W (19/35) ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 5 PCO5W Top Pier 5 PCO5W Top Below Water Olin Hydrographic Solutions Inc. ❑inner Key Piling Inspection Piling:Pier5-PC05W (20/35) ydrograp is 5oljnons. Inc. Dinner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 5 PC14E Top Pier 5 PC14E Bottom Olin Hydrographic Solutions Inc. Dinner Key Piling Inspection Piling:Pier5-PC14E (21/35) Hydrocrap is Editions Inc. ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 5 PC2OE Top Pier 5 PC2OE Bottom Olin Hydrographic Solutions Inc. ❑inner Key Piling Inspection Piling:Pier5-PC20E (22/35) ydrograp is 5o1,16ons. lnc. ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 5 PC25W Top Pier 5 PC25W Top Below Water ❑lin Hydrographic Solutions Inc. ❑inner Key Piling Inspection Piling:Pier5-PC25W (23/35) Hydrocrap is 5olations. Inc. ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 5 PC26N Top Pier 5 PC26N Bottom Olin Hydrographic Solutions Inc. ❑inner Key Piling Inspection Piling:Pier5-PC26N (24/35) Hydrocrap is S Iitipns Irc. Dinner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 6 PC12W Top Pier 6 PC12W Bottom Olin hydrographic Solutions Inc. Dinner Key Piling Inspection Piling:Pier6-PC12W (25135) Dinner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 6 PC14E Top Pier 6 PC14E Bottom Olin Hydrographic Solutions Inc. Dinner Key Piling Inspection Piling:Pier6-PC14E (26/35) Hydrograp Et 5olulicns, lac. Dinner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 6 PC24N Top Pier 6 PC24N Bottom Olin hydrographic Solutions Inc. Dinner Key Piling Inspection Piling:Pier6-PC24N (27/35) ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 6 PC27S Top Pier 6 PC275 Bottom Olin Hydrographic Solutions Inc. ❑inner Key Piling Inspection Piling:Pier6-PC27S (28/35) Hydrograp is 5oldtions. Inc. ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 6 PC3ON Top Pier 6 PC3ON Bottom Olin Hydrographic Solutions Inc. ❑inner Key Piling Inspection Piling:Pier6-PC3ON (29/35) Hydrocrap is Solid pns Irc. Dinner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 6 PC33N Top Pier 6 PC33N Bottom Olin Hydrographic Solutions Inc. Dinner Key Piling Inspection Piling:Pier6-PC33N (30/35) Hydrocrap is Solalions Irc. ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 7 PCO7W Top Pier 7 PCO7W Bottom Olin Hydrographic Solutions Inc. C'I Dinner Key Piling Inspection Piling:Pier7-PC07W (31/35) •I� kydrograp it 5oluCnns, Int. Dinner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 7 PC14E Top Pier 7 PC14E Bottom Olin Hydrographic Solutions Inc. CIW'+ Dinner Key Piling Inspection Piling:Pier7-PC14E (32/35) f'1 tydrocrap is 5olations. Inc. ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 7 PC17W Top Pier 7 PC17W Bottom Olin Hydrographic Solutions Inc. ❑inner Key Piling Inspection Piling:Pier7-PC17W (33/35) Hydrocrap is 5olations. Inc. ❑inner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 7 PC225 Top Pier 7 PC225 Bottom Olin Hydrographic Solutions Inc. ❑inner Key Piling Inspection Piling:Pier7-PC22S (34/35) ydrograp is Sol dtions. Inc. Dinner Key Marina Piling Inspection 2018 PILING INSPECTION Pier 7 PC26S Top Pier 7 PC26S Bottom Olin Hydrographic Solutions Inc. CIW'+ Dinner Key Piling Inspection Piling:Pier7-PC26S (35/35) •I� ydroc rap is oIJliAns. Inc. Hurricane Irma Assessment — Dinner Key Marina I City of Miami Appendix D — Standard Concrete Repair Procedure ACI RAP Bulletin 6 American Concrete Institute® Advancing concrete knowledge FIELD GUIDE TO CONCRETE REPAIR APPLICATION PROCEDURES Vertical and Overhead Spall Repair by Hand Application Vertical and Overhead Spall Repair by Hand Application (ACI RAP-6) 1 ACI RAP Bulletin 6 (Reapproved 2010) Field Guide to Concrete Repair Application Procedures Vertical and Overhead Spall Repair by Hand Application Reported by ACI Committee E706 J. Christopher Ba11* Peter H. Emmons Timothy R. W. Gillespie H. Peter Goiter *Primary author. David W. Whitmore Chair Fred R. Goodwin Bob Joyce Brian F. Keane It is the responsibility of the user of this document to establish health and safety practices appropriate to the specific circumstances involved with its use. ACI does not make any representations with regard to health and safety issues and the use of this document. The user must determine the applicability of all regulatory limitations before applying the document and must comply with all applicable laws and regulations, including but not limited to, United States Occupational Safety and Health Administration (OSHA) health and safety standards. ACI Repair Application Procedure 6. Copyright © 2005, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo pro- cess, or by electronic or mechanical device, printed, written, or oral, or recording for sound or visual reproduction or for use in any knowledge retrieval system or device, unless permission in writing is obtained from the copyright proprietors. Printed in the United States of America. Kenneth M. Lozen John S. Lund Kelly M. Page Jay H. Paul George I. Taylor Patrick M. Watson Structural Disclaimer This document is intended as a voluntary field guide for the Owner, design professional, and concrete repair con- tractor. It is not intended to relieve the user of this guide of responsibility for a proper condition assessment and structural evaluation of existing conditions, and for the specification of concrete repair methods, materials, or practices by an experienced engineer/designer. The Institute is not responsible for the statements or opinions in its publications. Institute publications are not able nor intended to supplant individual training, responsibility or judgment of the user, or the supplier of the information provided. Vertical and Overhead Spall Repair by Hand Application (ACI RAP-6) 3 Introduction One of the most common application methods for repairing concrete is by hand troweling mortars. This method can be used to repair spalled or deteriorated concrete (Fig. 1) or to resurface vertical, overhead, and horizontal concrete surfaces. Applying repair materials by hand does not require significant equipment and is ideal for shallow surface repairs, especially in areas with limited or difficult access. While both portland cement -based and resin -based repair mortars have been used for trowel -applied vertical and overhead repairs, this field guide focuses on the application of portland cement -based repair materials. Before any concrete repair is initiated, the root cause of the damage should be determined with a thorough condition survey of the structure. Typical causes of concrete damage can include corrosion of embedded metals from exposure to chloride ions from deicing salts or sea spray in coastal areas; disintegration from freezing -and -thawing cycles when the concrete is saturated with water; or deterioration from chem- ical attack. Understanding the cause of the deterioration, the owner's repair objectives, and the in-service environment of the concrete structure will help in the proper selection of repair materials and application methods. The technique of hand troweling repair mortars requires the selection of a sag -resistant mortar and attention to detail during application to achieve an adequately consolidated repair that is well -bonded to the concrete substrate. The successful installation is a function of good surface prepara- tion, application techniques, curing procedures, and properties of the repair material selected. What is the purpose of this repair? Hand -applied repair mortars replace damaged concrete and are generally recommended for thin repairs that are cosmetic in nature. Thin overlays of mortar can also be applied to renovate deteriorated vertical and overhead concrete surfaces. This technique, when properly executed, improves the appearance of the deteriorated structure and provides additional protection to the concrete surface. When do I use this method? Structural repair projects generally require other repair methods such as form and cast -in -place, grouted pre -placed aggregate repair, or shotcrete. Experienced workers using wood floats, sponges, or steel trowels can achieve a variety of finishes with trowel -applied mortars. Hand application has been used to repair vertical and overhead surfaces including walls, columns, beams, soffits, and building facades. Placement thickness can vary depending on the type of materials selected and the size, depth, and orientation of the repair cavity. Placement thickness can range from 1/8 to 2-3/4 in. (3 to 70 mm) on vertical surfaces, and 1/8 to 1 in. (3 to 25 mm) on overhead surfaces in a single layer. Deeper placements may require repair material to be placed in additional layers. How do I prepare the surface? The recommended steps in properly preparing the surface to receive a hand -applied mortar are as follows: Fig. 1—Concrete delamination. Fig. 2-Bulk concrete removal. 1. Bulk concrete removal and edge conditioning— Loose, delaminated concrete should be removed until the substrate consists of sound concrete (Fig. 2). Where corrosion of the rein- forcement exists, continue bulk removal along the reinforcing steel and adjacent areas with evidence of corrosion -induced damage that would inhibit bonding of repair materials. Bulk concrete removal should include undercutting the corroded reinforcing steel by approximately 3/4 in. (19 mm). The shape of the prepared cavity should be kept as simple as possible —generally square or rectangular in shape. The edges of the patches should be sawcut perpendicular to the surface to a depth of 1/2 in. (13 mm) to avoid feather edging the repair material (Fig. 3). 2. Final surface cleaning— Use abrasive blasting (Fig. 4) to remove residual dust, debris, fractured concrete, and contam- inants that prevent proper bonding. If abrasive blasting is not feasible, pressure washing using a minimum 3000 psi (250 MPa) may be acceptable depending on the bond strength required. Blowing with oil -free compressed air or alternately, the use of a vacuum, may be appropriate if dust is still present after the blasting. The final surface texture should be rough, with approximately a 1/4 in. (6 mm) amplitude (Fig. 5) (Concrete 4 Repair Application Procedures Bulletin Fig. 3-Edge conditioning. Surface Profile [CSP] No. 6 to 9 per ICRI Technical Guideline No. 310.1R-2008); 3. Treatment of exposed reinforcement —Bond -inhibiting corrosion should be removed from the reinforcing steel by an abrasive blasting wire wheel or needle scaler. If the cross - sectional area of the reinforcing steel has been significantly reduced, a structural engineer should be consulted. If a rein- forcing steel coating has been specified, apply the coating after the reinforcing steel has been cleaned (Fig. 6). 4. Substrate saturation —Most portland cement -based materials require the base concrete to be in a saturated, surface dry (SSD) condition prior to application to prevent a rapid loss of moisture from the repair material and into the substrate. An SSD condition is achieved when the body of the concrete is saturated and free surface water and puddles have been removed from the surface of the concrete. An SSD surface is not recommended if a polymer bonding agent is to be used. When using polymer bonding agents, follow the manufacturer's recommended surface preparation require- ments. The general recommendations previously given may be influenced by several factors, including: • Desired roughness profile of the prepared surface (This may be specified by the manufacturer of the repair product); • Method of surface preparation, including chipping hammers, abrasive blasting, high-pressure water - blasting, or hydrodemolition; • Possible contamination of the surface by chemicals, oils, or grease; possible carbonation; and methods of removing contaminants or carbonated concrete; • Repair material manufacturer's recommendations (Ask for technical data sheets and installation bulletins and read the printed instructions on the packaging.); and • Treatment of existing cracks and joints. For additional information, consult the recommendations of the International Concrete Repair Institute (ICRI) Guide- lines No. 310.2-1997, "Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, and Overlays," or No. 310.1R-2008, "Guide for Surface Preparation for Repair of Deteriorated Concrete Resulting from Reinforcing Steel Corrosion." Fig. 4-Final surface cleaning. Fig. 5—Properly prepared surface. How do I select the right material? Hand- or trowel -applied repair materials are generally proprietary, prepackaged, cementitious products. Portland cement -based materials designed for hand application may also include polymers, silica fume, shrinkage -compensating materials, and other additives for enhanced physical properties and improved handling. Specifiers, applicators, and owners can consult ACI 546.3R-06, "Guide for the Selection of Materials for the Repair of Concrete," or ICRI Guideline No. 320.2R-2009, "Selecting and Specifying Materials for Repair of Concrete Surfaces," for a useful checklist for prioritizing desired material properties. Manufacturers' technical data sheets should be consulted for material properties. The physical property requirements such as drying shrinkage, permeability, freezing -and -thawing resistance, and mechanical properties vary from project to project depending on the expected service conditions. The properties critical to the long-term success of the repair should be deter- mined during the evaluation phase and be specified. Vertical and Overhead Spall Repair by Hand Application (ACI RAP-6) 5 Fig. 6—Treatment of exposed reinforcement. Other factors that may influence the selection of repair materials include desired application thickness, rate of strength gain, ease of application, color, and in -place cost. For some hand -applied repairs, sealers or decorative or protective coatings may be used to provide additional protec- tion to the base concrete, to enhance aesthetics, or both. When this is the case, confirm the required curing and drying time (or maximum moisture content) with the sealer or coating manufacturer before application commences. For more information, consult ACI 515.1R, "Guide to Use of Waterproofing, Dampproofing, Protective, and Decorative Barrier Systems for Concrete." What equipment do I need? Typical equipment needed for hand -applied repair mortars includes: A suitable mixer unit such as a drill/paddle/pail combi- nation for small repairs (Fig. 7), or paddle -type mortar mixers for larger applications; Air compressor, sawcutting equipment, blades, abrasive blast equipment; Water -measuring device to ensure that proper amounts of mixing water are used; and Finishing, handling, and testing tools required by the specification or good concreting practices. Be sure that necessary equipment and tools are on site and in proper working order. Have backup equipment or alter- nate methods planned and available. What are the safety considerations? Concrete repair mortars are hazardous materials and should be treated as such. Job -site safety practices should include the following where applicable: • Applicable material safety data sheets (MSDS) should be on hand; • Machinery and equipment used must have the correct safety guards and warnings in place; • Workers should wear protective gloves and other clothing needed to prevent skin contact with wet, highly alkaline cementitious materials; Fig. 7—Typical equipment to mix materials. • A face shield or safety glasses are needed to provide eye protection; • Eye wash facilities should be available on the job site. • Dust masks are needed for workers operating or working near the material mixer and forced -air respirators used for abrasive blasting; • Hearing protection must reduce sound levels reaching the inner ear to limits that are specified by the United States Occupational Safety and Health Administration (OSHA); and • Confirm that adequate ventilation is available in closed spaces before operating equipment that emits dangerous exhaust fumes. It is the responsibility of the user of this document to establish health and safety practices appropriate to the specific circumstances involved with its use. ACI does not make any representations with regard to health and safety issues and the use of this document. The user must determine the applicability of all regulatory limitations before applying the document and must comply with all applicable laws and regulations, including but not limited to, United States Occu- pational Safety and Health Administration (OSHA) health and safety standards. Preconstruction meeting Prior to proceeding with the repair, a preconstruction meeting is recommended. The meeting should include repre- sentatives for the owner, engineer, contractor, materials manu- facturer, and any other parties needed to explain the means, methods, and materials necessary to achieve the repair objec- tives. See ICRI Guideline No. 320.2R-2009, "Guide to Selecting and Specifying Materials for Repair of Concrete Surfaces." Repair procedure 1. Apply the repair material. • Mix the material following the manufacturers' recom- mendations; • Scrub a thin bond coat of the repair mortar into the SSD substrate, thus filling pores to ensure intimate contact and to help prevent sloughing or sagging of repair 6 Repair Application Procedures Bulletin Fig. 8—Hand application of repair material. materials on vertical and overhead surfaces. Alterna- tively, apply a bonding agent if required by the manu- facturer or the repair specification; • Apply the material with adequate pressure before the bond coat dries (Fig. 8). Thoroughly consolidate the repair material into the corners of the patch and around any exposed reinforcement in the repair zone. Full encapsulation of the reinforcement is important for long-term durability; and • If a second lift is required, thoroughly roughen the surface of the first lift by scoring the soft mortar to achieve an aggressive finish, similar in profile to the prepared concrete substrate. This process will promote additional mechanical bond between lifts. If the second lift will not be immediately applied, keep the first lift moist until application of the second lift. After the first lift has reached final set, moisten the surface of the first lift, scrub in a thin layer of fresh mortar, and apply the second lift of material. Once the desired thickness has been achieved, strike off level with the adjacent concrete. 2. Finish and cure the repair. • Finish the repair material to produce a final finished appearance as required by the project specifications. Because of the nonbleeding, "sticky" nature of many of these materials, the use of an evaporation control film may be helpful; and • As with all portland cement -based materials, proper curing will provide enhanced physical properties. Good curing procedures prevent rapid moisture loss at early ages. Consult the product manufacturer for curing instruc- tions. Curing will generally be conducted in accordance with ACI 308R, "Guide to Curing Concrete." The use of curing compounds (Fig. 9) that comply with the moisture retention requirements of ASTM C309, or moist curing are common curing methods. How do I check the repair? Requirements may include: Fig. 9—Spray application of curing compound. • Before and after photos; • Confirmation of acceptable surface preparation. This may include observing the surface amplitude profile. Alternatively, direct tension testing of the prepared surface will provide quantitative data regarding the level of surface preparation achieved; • Material testing performed by a qualified testing agency; • Sounding the cured repair for delaminations; • In -place direct tensile bond testing of the hardened, cured repair to the base concrete using methods similar to those described in ICRI Technical Guideline No. 210.3-2004, "Guide to Using In -Situ Tensile Pull -Off Tests to Evaluate Bond of Concrete Surface Materials," published by the International Concrete Repair Insti- tute. Important observations include maximum stress, expressed in psi or MPa, and failure mode (base concrete, bond line, or cohesive failure of the mortar). References ACI Committee 201, 2008, "Guide for Conducting a Visual Inspection of Concrete in Service (ACI 201.1R-08), American Concrete Institute, Farmington Hills, MI, 15 pp. ACI Committee 308, 2001, "Guide to Curing Concrete (ACI 308R-01)," American Concrete Institute, Farmington Hills, MI, 31 pp. ACI Committee 364, 2007, "Guide for Evaluation of Concrete Struc- tures before Rehabilitation (ACI 364.1R-07)," American Concrete Insti- tute, Farmington Hills, MI, 18 pp. ACI Committee 515, 1985, "A Guide to the Use of Waterproofing, Damproofing, Protective, and Decorative Barriers for Concrete (ACI 515.1R-79 (Revised 1985))," American Concrete Institute, Farmington Hills, MI, 44 pp. ACI Committee 546, 2004, "Concrete Repair Guide (ACI 546R-04)," American Concrete Institute, Farmington Hills, MI, 53 pp. ASTM C309-07, 2007, "Standard Specification for Liquid Membrane - Forming Compounds for Curing Concrete," ASTM International, West Conshohocken, PA, 3 pp. Dorsch, D. F., 1995, "A Guide to Placement Methods for Repair Materials," Concrete Repair Digest, Dec., pp. 320-325. Emmons, P., 1993, Concrete Repair and Maintenance Illustrated, RS Means. International Concrete Repair Institute, 1997, "Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, and Polymer Over- lays," Technical Guideline No. 310.2-1997, 41 pp. Vertical and Overhead Spall Repair by Hand Application (ACI RAP-6) 7 International Concrete Repair Institute, 2004, "Guide for Using In -Situ Tensile Pull -Off Tests to Evaluate Bond of Concrete Surface Materials," Technical Guideline No. 210.3-2004, 16 pp. International Concrete Repair Institute, 2008, "Guide for Surface Prepa- ration for the Repair of Deteriorated Concrete Resulting from Reinforcing Steel Corrosion," Technical Guideline No. 310.1R-2008, 12 pp. International Concrete Repair Institute, 2009, "Guide for Selecting and Specifying Materials for Repair of Concrete Structures," Technical Guideline No. 320.2R-2009, 36 pp. Smoak, W. G., 1997, Guide to Concrete Repair, U.S. Department of the Interior, Bureau of Reclamation Technical Service Center, Apr. 8 Repair Application Procedures Bulletin Hurricane Irma Assessment — Dinner Key Marina I City of Miami Appendix E — ASCE Rating Guide Hurricane Irma Assessment — Dinner Key Marina I City of Miami Condition Assessment Ratings The ASCE (American Society of Civil Engineers) has developed a standard engineering practice for the inspection and assessment of waterfront facilities. ASCE Manual and Reports on Engineering Practice No. 130- "Waterfront Faculties Inspection and Assessment" manual was utilized to perform the tasks outlined in the scope of work. Individual defect rating systems for various structural and marine components are outlined in this manual, and these systems provide a standard classification for all waterfront facilities. In the use of this system, each facility is given an overall condition rating based on the observed conditions. The ratings below are referred to as 'Condition Assessment Rating,' and they indicate the condition of the entire structure and its ability to perform its intended function. Not every element making up the structure has to meet the requirements of the overall rating. In addition, load restrictions may be recommended for areas where isolated deterioration has locally reduced the load carrying capacity of the structure. • "6"- Good — No problems or only minor problems noted. Structural elements may show some very minor deterioration, but no overstressing observed. No repairs are required. • "5"- Satisfactory — Minor to moderate defects and deterioration observed, but no overstressing observed. No repairs are required. • "4"- Fair — All primary structural elements are sound, but minor to moderate defects and deterioration observed. Localized areas of moderate to advanced deterioration may be present but do not significantly reduce the load bearing capacity of the structure. Repairs are recommended, but the priority of the recommended repairs is low. • "3"- Poor — Advanced deterioration or overstressing observed on widespread portions of the structure, but does not significantly reduce the load -bearing capacity of the structure. Repairs may need to be carried out with moderate urgency. • "2"- Serious — Advanced deterioration, overstressing, or breakage may have significantly affected the load bearing capacity of primary structural components. Local failures are possible, and loading restrictions may be necessary. Repairs may need to be carried out on a high -priority basis with urgency. • "1"- Critical — Very advanced deterioration, overstressing, or breakage has resulted in localized failure(s) of primary structural components. More widespread failures are possible or likely to occur, and load restrictions should be implemented as necessary. Repairs may need to be carried out on a very high -priority basis with strong urgency. Element -level damage ratings are utilized to assess specific components of each structure based on the component's material type or function. Damage ratings are specified as no deterioration, minor, moderate, major, and severe. The specifics and reasoning for each of ratings and material types are outlined in the "Waterfront Faculties Inspection and Assessment" manual. Excerpts from this manual outlining the overall condition assessment ratings as well as more element -level damage ratings pertinent to this inspection are detailed on the next page. hdhil A Hurricane Irma Assessment — Dinner Key Marina I City of Miami The following tables and graphics are taken from the ASCE Manuals and Reports on Engineering Practice No. 130, "Waterfront Facilities Inspection and Assessment." Table 2-6, Damage Rating for Reinforced Concrete Elements Damage Rating Existing Damage Exclusions !Defects Requiring Elevation to the Next Higher Damage Rating(s)1 NI Not • Not inspected, inaccessible, or passed by' f riepected ND No Defects • Coed original hard surface, hard material, sound MN Minor • Mechanical abrasion or impact spa lls up to l in. in depth • Qccasiootal Corrosion stain, or small pop -out corrosion spoils • General cracks up to 1/16 in. in width MI) Moderate • Structural cracks up to 1/16 in. in width • Corrosion cracks up to 1/4 at, in width • Chemical al deterioration_ Random cracks up h} 1/16 in. in width; "Soft" concrete and/or rounding of cornea up to 1 in. deep • Mechanical abrasion or impact spa lls greater than 1 in. in depth J Major • Structural cracks 1/16in_ to 1/4 in_ inlwidth and partial breakage (through section cracking with structural spells) • Corrosion. cracks wider than 1/4 ir,. artd opoi or closed corrosion spoils (excluding pap -outs) • Multiple cracks and disintegration of surface layer due to chemical deterioration * Mechanical abrasion or impact spells exposing the reinforcing SV Severe •Structural cracks wider than 1/4 in. or complete breakage • Complete loss of concrete cover due to corrosion of reinforcing steel with more than 30r% of diameter loss for any main reinforcing bar • Loss of bearing;arid displacement atconrteetiorts * Loss of concrete cover (exposed steel) due to chemical deterioration * Loss ofmore30 ofcrosssectionduetoarytause Minor damage not appropriate if * Structural damage • Corrosion cracks • Chemical deteriorations Moderate damage not appropriate if * Structural breakage and/or spells • Exposed e6riforcerrtent * Loss across section due to chemical deterioration beyond rounding of comer edges Major damage not appropriate if • Loss of aces section exceeding 30% due to any cause 'Any defect listed below is sufficient to iderntify relevant damage grade. aIf not inspected due to inaccessibility or passed by. note as such. rCh rn]caI deterioration; Sulfate attack. alkaii-sl]ica reaction, alka]].aggregate reaction. alka]i-carbonate reaction ettringite distress or abler claenucalico icrete deterioration- B ATTACHMENT B STEP 1 REQUIRED FORMS Design -Build Services for the Dinner Key Marina RFP No. 18-19-005 Repairs and Restoration Project City of Miami, Department of Procurement Proposal Cover Letter - RFP-PCL RFP No.: RFP Title: Proposer: Name: Address: FEIN #: Proposer's Contact Person: Title: Telephone: Florida Corporation No.: E-Mail: Certification of Compliance with Minimum Qualification Requirement(s) The undersigned hereby certifies that neither the contractual party nor any of its principal owners or personnel have been convicted of any of the violations, or debarred or suspended as set in Section 18-107 or Ordinance No. 12271. We (I) certify that any and all information contained in this submission is true; and we (I) further certify that this submission is made without prior understanding, agreement, or connection with any corporation, firm, or person submitting a submission for the same materials, supplies, equipment, or service, and is in all respects fair and without collusion or fraud. We (I) agree to abide by all terms and conditions of this solicitation and certify that I am authorized to sign this submission for the submitter. Please print the following and sign your name: Proposer's Authorized Representative: Name: Title: Signature: Date: RFP-PCL Revised 10/25/18 City of Miami, Department of Procurement Proposal Narrative Form - RFP-PN RFP No.: RFP Title: Proposer: In the space provided below respond to the requirements for the Proposal Narrative, specified in Section 4.1(A)(3) of the RFP. RFP-PN Revised 10/25/18 City of Miami, Department of Procurement Proposal Narrative Form - RFP-PN Please utilize the space below, as necessary. RFP-PN Revised 10/25/18 City of Miami, Department of Procurement Qualifications of Proposer - RFP-QP Instructions This form is to be completed and submitted in accordance with the requirements of the RFP to which your firm is responding. Do not leave any blanks or fail to provide any information or details that are required. Failure to submit this form or the use of any other form will result in the rejection of a proposal as non- responsive. The failure to provide the information or details required by the form may result in the rejection of a Response a non -responsive. RFP No.: RFP Title: Name of Proposer: Primary Types of Services (Residential, Residential High -Rise, Mixed -Use, Offices, Park Facilities, Government Offices, etc.) Type of Firm: Corporation DI LLC III Partnership Sole Proprietor Joint Venture Other Certified Small or Minority Owned Business: Yes f No rZI Issued by (name): Type of Ownership Certification(s): Is this the Proposer's Office its main office? Yes 0 No fl If No, please provide your main office location: Will the Proposer rely on any other branch or subsidiary office to perform the work? Yes CI No If "Yes," indicate location of offices: Number of years in business under current name: . If the Proposer has undergone a name change in the past five (5) years, provide prior name & number of years in business under this name (not a result of a sale of the firm): Type and number of projects completed in the past 5 years: Design/Bid/Build: Design/Build: CM -at -Risk: N/A El Private Sector: Federal Government: State/County/Municipal: City of Miami: Name of Projects: Residential/Residential High -Rise: Office: Mixed -Use: Retail: LEED/Green Globe Certified: Other (specify): RFP-QP Revised 10/25/18 City of Miami, Department of Procurement Qualifications of Proposer - RFP-QP List below the names of owners, officers, principals, and the principal -in -charge -of the Proposer's firm together with the title and percentage of ownership (add additional pages as necessary): Name Title % Ownership By signing below Proposer certifies that the information contained in Form RFP-QP is accurate and correct. Proposer further certifies that it is aware that if the City determines that any of the information is incorrect or false the City may at its sole discretion reject the Response as non -responsive. By: Signature of Authorized Officer Printed Name Date Title RFP-QP Revised 10/25/18 Reference Contact Name: City of Miami, Department of Procurement Experience of the Proposer/Reference Form - RFP-EP INSTRUCTIONS Proposer shall complete the followingual informationeatesc:forpecosimpleted projects within the past ten (1.0) years, where the ., Proposer believes the project is;ofeqor grr o, ze, and omplexity t; esits lity to;complete the "Project." The reference"provided below should be for one (1) project and mustthacomplybest reprvrrithent the requirements listed to Section 3.5(A) of theRFP : Please provide at leastthree (3) projects. FAILURE.TO COMPLETE AND SUBMIT THIS FORM MAY RESULT IN THE"RESPONSE` BEING REJECTED AS"NON-RESPONSIVE.:_ REFERENCE(S) APPLICABIUTY'TO EXPERIENCE REQUIREMENTS (To be Completed by the Proposer This project reference complies with the Experience Requirement(s) under Section 3.5(A) of the RFP. Yes n No [ Not Applicable REFERENCE .PROJECT INFQRInaTION (To be Completed by the Proposer) Reference Project Name/Address: Name(s) and Role(s) of Proposer Working on this Reference Project: Reference Project Description: Scope of Services Provided: Compensation for Services: $ Project Construction Cost: $ Proposer's Company Name: Proposer's Title/Position: Company's Contact Facsimile Number: Project Start Date: / Project Completion Date: / Construction Start Date: Construction Completion Date: / / Company's Contact Name: Company's Contact Phone Number: Company's Contact E-mail: REFERENCE PROJECT INFORMATION (To be Completed by the' Project Owner) .` Project Completed on Time and within Budget : n Yes No Project Duration: If "No," was the Proposer at fault or did it contribute to the delay(s) or increased cost? n Yes Quality of Services Provided: E Above Expectations* F Average n Below Expectations (*) "Above Expectations" means there were fewer errors and omissions than anticipated. Did the Proposer provide Project Management Services? n Yes ^ No Did the Proposer provide Construction Management Services? n Yes U No Was the Proposer responsive to the Project Owner? n Yes n No Was the Proposer timely in its reviews and submittals? ^ Yes No 1 N/A Reference Company Name: Reference Title/Position: Reference Contact Signature: Reference Phone Number: Facsimile Number: E-mail: No n N/A n N/A n N/A RFP-EP Revised 11/05/18 SPACE BELOW€STO BE UTILIZED TO EXPAND ON THE COPE OFSERVICESPRC,VIDED; FOR THIS PROJECT REFERENCE:,,, PLEASE DESCRIBE; YOUR FIRM'S INVOLVEMENT IN THE REFERENCE PROJECT PROVIDE DETAILS TO SUPPORTWHETHER EACH TEAM MEMBER'S PARTICULAR EXPERTISE RELEVANT TO THE PROJECT WAS GAINED UNDER CURRENT EMPLOYMENT, OR AS A MEMBER OF ANOTHER FIRM (ADDITIONAL SHEET$ OF PAPER MAY BE USED TO INCLUDE; INFORMATION). , RFP-EP Revised 11/05/18 City of Miami, Department of Procurement Qualifications of Lead Engineer/Design Manager - RFP-QLE Instructions This form is to be completed and submitted in accordance with the requirements of the RFP to which your firm is responding. Do not leave any blanks or fail to provide any information or details that are required. Failure to submit this form or the use of any other form will result in the rejection of a proposal as non- responsive. The failure to provide the information or details required by the form may result in the rejection of a Response a non -responsive. RFP No.: RFP Title: Name of Lead Engineer/Design Manager: Primary Types of Services (Residential, Residential High -Rise, Mixed -Use, Offices, Park Facilities, Government Offices, etc.) Type of Firm: Corporation 0 LLC 0 Partnership 0 Sole Proprietor 0 Joint Venture 0 Other 0 Certified Small or Minority Owned Business: Yes 0 No 0 Issued by (name): Type of Ownership Certification(s): Is this the Lead Engineer/Design Manager's main office? Yes 0 No 0 If No, please provide your main office location: Will the Lead Engineer/Design Manager rely on any other branch or subsidiary office to perform the work? Yes ® No 0 If "Yes," indicate location of offices: Number of years in business under current name: . If the Lead Engineer/Design Manager has undergone a name change in the past five (5) years, provide prior name & number of years in business under this name (not a result of a sale of the firm): Type and number of projects completed in the past 5 years: Design/Bid/Build: Design/Build: CM -at -Risk: N/A 0 Private Sector: Federal Government: State/County/Municipal: City of Miami: Name of Projects: Residential/Residential High -Rise: Office: Mixed -Use: Retail: LEED/Green Globe Certified: Other (specify): RFP-QLE Revised 10/25/18 City of Miami, Department of Procurement Qualifications of Lead Engineer/Design Manager - RFP-QLE List below the names of owners, officers, principals, and the principal -in -charge of the Lead Engineer/Design Manager's firm together with the title and percentage of ownership (add additional pages as necessary): Name Title % Ownership By signing below Lead Engineer/Design Manager certifies that the information contained in Form RFP-QLE is accurate and correct. Lead Engineer/Design Manager further certifies that it is aware that if the City determines that any of the information is incorrect or false the City may at its sole discretion reject the Response as non -responsive. By: Signature of Authorized Officer Printed Name Date Title RFP-QLE Revised 10/25/18 City of Miami, Department of Procurement Experience of the Lead Engineer (Design Manager)/Reference Form - RFP-ELE INSTRUCTIONS Lead Engineer shall complete the following infor'rr ion for completed projects within the past ten (10) years and where the Proposer believes the project is of equal or greater scope, size, and complexity that; best represent its ability to complete he "Project." The referenceprovided below should be for one (1) project and must comply with the requirements listed„in Section B.5(B) of the RFP, Please provide at least three (3) projects. FAILURE TO COMPLETE AND SUBMIT THIS FORM MAY RESULT IN THE RESPONSE BEING REJECTED AS NON -RESPONSIVE. REFERENCE(S) APPLICABILITY TO. EXPERIENCE REQUIREMENTS (To be Completed, by the Lead Engineer) This project reference complies with the Experience Requirement(s) under Section 3.5(B) of the RFP. n Yes No Not Applicable 'PER NCE PROJECT INFORMATIO To be Completed by the Lead Engineer Reference Project Name/Address: Name(s) and Role(s) of Lead Engineer Working on this Reference Project: Reference Project Description: Scope of Services Provided: Compensation for Services: $ Project Construction Cost: $ Lead Engineer's Company Name: Lead Engineer's Title/Position: Company's Contact Facsimile Number: Project Start Date: / Project Completion Date: / Construction Start Date: Construction Completion Date: / / Company's Contact Name: Company's Contact Phone Number: Company's Contact E-mail: REFERENCE PROJECT INFORMATION (To be Completed by the Project Owner) Project Completed on Time and within Budget : _ Yes _ No Project Duration: If "No," was the Lead Engineer at fault or did it contribute to the delay(s) or increased cost? Quality of Services Provided: ❑ Above Expectations* n Average Below Expectations (*) "Above Expectations" means there were fewer errors and omissions than anticipated. Did the Lead Engineer provide Project Management Services? n Yes Did the Lead Engineer provide Construction Management Services? n Yes Was the Lead Engineer responsive to the Project Owner? I ) Yes Was the Lead Engineer timely in its reviews and submittals? Yes Reference Company Name: Reference Title/Position: Reference Phone Number: Facsimile Number: Yes P No El No ❑N/A ❑ No ❑ N/A No ❑ N/A No L N/A Reference Contact Name: Reference Contact Signature: E-mail: RFP-ELE Revised 11/05/18 SPACE BELOW IS TO BE UTILIZED TO EXPAND ON THE SCOPE OF SERVICES PROVIDED FOR THIS, PROJECT REFERENCE PLEASE DESCRIBE YOUR FIRM'S INVOLVEMENT IN THE REFERENCE PROJECT. PROVIDE DETAILS TO SUPPORT WHETHER EACH TEAM MEMBER'S PARTICULAR EXPERTISE RELEVANT TO THE PROJECT WAS GAINED UNDER CURRENT EMPLOYMENT', OR AS A MEMBER OF ANOTHER FIRM (ADDITIONAL SHEETS OF PAPER MAY BE USED TO INCLUDE INFORMATION). RFP-ELE Revised 11/05/18 City of Miami, Department of Procurement Experience of the Project Manager/Reference Form - RFP-EPM Project Manager shall complete the following information forcompleted projects within the past eight (8) years, where the f, Proposer believes the project is of equal or greater scope, size; and complexity that best represent its ability to complete x; the "Project." .The reference provided below should be for one (1) project, and must comply with the requirements listed in Section 3.5(C) of the RFP. Please provide at (east three (3) projects FAILURE TO COMPLETE AND SUBMIT THIS FORM MAY RESULT IN THE RESPONSE BEING REJECTED AS NON -RESPONSIVE. REFERENCE(S) APPLICABILITY TO EXPERIENCE REQUIREMENTS (To be Com • feted by the Project Manager)„ This project reference complies with the Experience Requirement(s) under Section 3.5(C) of the RFP. Yes No Not Applicable FERENCE PROJECT, INFORMATION (To be Completed by the Project Manager) Reference Project Name/Address: Name(s) and Role(s) of Project Manager Working on this Reference Project: Reference Project Description: Scope of Services Provided: Compensation for Services: $ Project Construction Cost: $ Project Manager's Company Name: Project Manager's Title/Position: Company's Contact Facsimile Number: Project Start Date: / Project Completion Date: / Construction Start Date: Construction Completion Date: / / Company's Contact Name: Company's Contact Phone Number: Company's Contact E-mail: REFERENCE PROJECT INFORMATION (To be Completed by the Project Owner} Project Completed on Time and within Budget : ❑ Yes ❑ No Project Duration: If "No," was the Project Manager at fault or did it contribute to the delay(s) or increased cost? Yes n No Quality of Services Provided: n Above Expectations* n Average n Below Expectations (*) "Above Expectations" means there were fewer errors and omissions than anticipated. Did the Project Manager provide Project Management Services? n Yes n No n N/A Did the Project Manager provide Construction Management Services? n Yes ❑ No N/A Was the Project Manager responsive to the Project Owner? [ 1 Yes n No n N/A Was the Project Manager timely in its reviews and submittals? U Yes No n N/A Reference Company Name: Reference Title/Position: Reference Phone Number: Facsimile Number: Reference Contact Name: Reference Contact Signature: E-mail: RFP-EPM Revised 11/05/18 SPACE BELOW IS TO BE UTILIZED TO EXPAND ON THE SCOPE OF SERVICES PROVIDED FOR THIS PROJECT REFERENCE: PLEASE DESCRIBE YOUR FIRM'S INVOLVEMENT IN THE REFERENCE PROJECT PROVIDE DETAILS TO SUPPORT WHETHER: EACH TEAM `MEMBER'S PARTICULAR EXPERTISE; RELEVANT TO THE PROJECT WAS GAINED UNDER CURRENT EMPLOYMENT, OR AS A MEMBER OF ANOTHER FIRM (ADDITIONAL SHEETS OF PAPER MAY BE USED TO INCLUDE INFORMATION)..: RFP-EPM Revised 11/05/18 City of Miami, Department of Procurement Experience of the Construction Manager/Reference Form - RFP-ECM INSTRUCTIONS Construct on Managers shall complete the fol�owrn information for completed projects within the past eight (8) year: where the' Proposer believes the'project' is of equal.or greater `scope, size, grid complexity that besi represent its, ability complete the "Project " The reference provided below should; k e forone (1) project'and. must ply with the requirernentslisted inSection3.5{C} of the RFPPleasei de at (3} projects.com FAILURE TO COMPLETE `AND.SUBMIT THIS FORM MAY RESULT IN THE RESPONSEproviBEINGleastthree REJECTED AS NON -RESPONSIVE REFERENCE(S) APPLICABILITY TO XPERIENCE-REC. UIREIVl6NTS (To beComplete the Construction Manager)`; This project reference complies with the Experience Requirement(s) under Section 3.5(C) of the RFP. n Yes I I No n Not Applicable -REFERENCE PROJECT INFORMATION (To be Completed by the Cotstruction Manager Reference Project Name/Address: Name(s) and Role(s) of Construction Manager Working on this Reference Project: Reference Project Description: Scope of Services Provided: Compensation for Services: $ Project Start Date: / Project Completion Date: / Project Construction Cost: $ Construction Manager's Company Name: Construction Manager's Title/Position: Company's Contact Facsimile Number: Construction Start Date: Construction Completion Date: Company's Contact Name: Company's Contact Phone Number: Company's Contact E-mail: REFERENCE PROJECT INFORMATION (To:be Completed by the Project Owner) Project Completed on Time and within Budget: n Yes E No Project Duration: If "No," was the Construction Manager at fault or did it contribute to the delay(s) or increased cost? Quality of Services Provided: ❑ Above Expectations* Average Below Expectations (*) "Above Expectations" means there were fewer errors and omissions than anticipated. Did the Construction Manager provide Project Management Services? Did the Construction Manager provide Construction Management Services? Was the Construction Manager responsive to the Project Owner? Was the Construction Manager timely in its reviews and submittals? Reference Company Name: Reference Title/Position: Reference Telephone Number: Facsimile Number: n Yes n Yes n Yes �] Yes n No No n No No n Yes n No n N/A n N/A _ N/A n N/A Reference Contact Name: Reference Contact Signature: E-mail: RFP-ECM Revised 11/05/18 SPACE BELOW IS TO BE UTILIZED TO EXPAND ON THE SCOPE OF SERVICES PROVIDED FOR THIS PROJECT REFERENCE PLEASE DESCRIBE YOURFIRM'S INVOLVEMENT IN THE REFERENCE PROJECT PROVIDE DETAILS TO SUPPORT WHETHER EACH TEAM MEMBER'S PARTICULAR EXPERTISE RELEVANT TO THE PROJECT WAS GAINED UNDER CURRENT EMPLOYMENT, OR AS MEMBER OF ANOTHER FIRM (ADDITIONAL SHEETS OF PAPER MAY USED TO INCLUDE INFORMATION) RFP-ECM Revised 11/05/18 City of Miami, Department of Procurement Experience of the Structural Engineer/Reference Form - RFP-ESE INSTRUCTION Structural Engineer shall complete; the following information for completed projects within thepast eight (8) years, where the Proposer believes the project is of equal or greater scope, size, and complexity that best represent its ability to complete the'"Project" The reference provided below should be for one (1) project, and must comply with the requirements listed in Section 3.5(C) of the RFP; Please provide at least three (3) projects. FAILURE TO COMPLETE AND SUBMITTHIS FORM MAY RESULT IN THE RESPONSE BEING REJECTED AS NON -RESPONSIVE. REFERENCE(S) APPLICABILITY T EXPERIENCE REQUIREMENTS (To be Completedby the Structural Engineer) This project reference complies with the Experience Requirement(s) under Section 3.5(C) of the RFP. n Yes I I No Not Applicable REFERENCE PROJECT INFORIVIATIONATO be Completed by the Structural°,Engineer) Reference Project Name/Address: Name(s) and Role(s) of Structural Engineer Working on this Reference Project: Reference Project Description: Scope of Services Provided: Compensation for Services: $ Project Start Date: / Project Construction Cost: $ Structural Engineer's Company Name: Structural Engineer's Title/Position: Company's Contact Facsimile Number: Project Completion Date: / Construction Start Date: Construction Completion Date: / / Company's Contact Name: Company's Contact Phone Number: Company's Contact E-mail: REFERENCE. PROJECT INFORMAT ON(ro be Completed, l y the.Project Owne Project Completed on Time and within Budget : ❑ Yes E No Project Duration: If "No," was the Structural Engineer at fault or did it contribute to the delay(s) or increased cost? ❑ Yes ri No Quality of Services Provided: n Above Expectations* n Average n Below Expectations (*) "Above Expectations" means there were fewer errors and omissions than anticipated. Did the Structural Engineer provide Project Management Services? 1 Yes ❑ No ❑ Limited Scope Did the Structural Engineer provide Construction Management Services? ❑ Yes n No ❑ Limited Scope Was the Structural Engineer responsive to the Project Owner? ❑ Yes ❑ No Was the Structural Engineer timely in its reviews and submittals? U Yes No n N/A Reference Company Name: Reference Title/Position: Reference Telephone Number: Facsimile Number: Reference Contact Name: Reference Contact Signature: E-mail: RFP-ESE Revised 11/05/18 PACE BELOW IS TO BE UTILIZED TO EXPAND ON THE SCOPE OF SERVICES PROVIDED FOR THIS PROJCT REFERENCE: PLEASE DESCRIBE YOUR FIRM'S.INVOLVEMENT IN THE REFERENCE PROJECT PROVIDE DETAILS TO SUPPORT WHETHE EACH. TEAM MEMBER'S PARTICULAR EXPERTISE. RELEVANT TO THE PRQJECT.WAS GAINED UNDER CURRENT EMPLOYMENT, OR AS A MEMBER OF ANOTHER FIRM (ADDITIONAL SHEETS OF PAPER MAY BE USED TO INCLUDI' INFORMATION) r � r RFP-ESE Revised 11/05/18 City of Miami, Department of Procurement Experience of the Fire Protection Engineer/Reference Form - RFP-EFPE INSTRUCTIONS Fire Protection Engineer shall complete the following informationfor completed projects within the Past eight (8) years, where the Proposer believes the project is of equal or greater scope, size, and complexity that best represent its ability to complete. the "Project." The reference provided below should be forone (1) projectand must comply with the requirements listed in Section 3.5(C) of the RFP.`Please provide at least three (3) projects. FAILURE TO COMPLETE AND SUBMIT THIS FORM MAY RESULT IN THE RESPONSE BEING REJECTED AS NON -RESPONSIVE.':' REFERENCE(S) APPLICABILITY TO tXPERIENCE REQUIREMENTS (To be, Completed by the Fire Protection Engineer) This project reference complies with the Experience Requirement(s) under Section 3.5(C) of the RFP. Yes I I No L. Not Applicable EFERENCE PROJECT INFORMATION (To be Completed by the Fire Protection Engineer) Reference Project Name/Address: Name(s) and Role(s) of Fire Protection Engineer Working on this Reference Project: Reference Project Description: Scope of Services Provided: Compensation for Services: $ Project Start Date: / Project Construction Cost: $ Fire Protection Engineer's Company Name: Fire Protection Engineer's Title/Position: Company's Contact Facsimile Number: Project Completion Date: / Construction Start Date: Construction Completion Date: / / Company's Contact Name: Company's Contact Phone Number: Company's Contact E-mail: 'REFERENCE PROJECT' INFORMATION: (To ,l e.Cempleted.li}ietile Project Owner) *r Project Completed on Time and within Budget: E Yes n No Project Duration: If "No," was the Fire Protection Engineer at fault or did it contribute to the delay(s) or increased cost? n Yes n No Quality of Services Provided: ❑ Above Expectations* — Average Below Expectations (*) "Above Expectations" means there were fewer errors and omissions than anticipated. Did the Fire Protection Engineer provide Project Management Services? n Yes ❑ No n N/A Did the Fire Protection Engineer provide Construction Management Services? n Yes n No N/A Was the Fire Protection Engineer responsive to the Project Owner? C Yes n No n N/A Was the Fire Protection Engineer timely in its reviews and submittals? Yes n No n N/A Reference Company Name: Reference Title/Position: Reference Telephone Number: Facsimile Number: Reference Contact Name: Reference Contact Signature: E-mail: RFP-EFPE Revised 11/05/18 SPACE BELOW IS TO BE UTILIZED TO EXPAND ON THE SCOPE OF SERVICESPROVIDED FOR THIS PROJECT REFERENCE PLEASE DESCRIBE YOUR FIRM'SINVOLVEMENT IN THE REFERENCE PROJECT PROVIDE DETAILS TO SUPPORT WHETHER EACH TEAM MEMBER'S PARTICULAR EXPERTISE RELEVANT TO'THE PROJECT WAS GAJNED UNDER' CURRENT EMPLOYMENT, OR AS A MEMBER OF ANOTHER FIRM' (ADDITIONAL SHEETS OF PAPER MAY BE USED TO INCLUDE INFORMATION). RFP-EFPE Revised 11/05/18 City of Miami, Department of Procurement Experience of the Plumbing Engineer/Reference Form - RFP-EPLE INSTRUCTIONS Plumbing Engineer shall complete the following information for completed projects within the past eight (8,) years, where .{> the Proposer believes the project is of equal or greater scope, size, and complexity that{best represent its ability to complete the "Project." The reference provided below should be for one (1) project and mustcomply with the requirements listed in Section 35(C) of the RFP. Please provide at least three (3) projects. FAILURE TO COMPLETE AND SUBMIT THIS FORM MAY RESULT IN THE RESPONSE BEING REJECTED AS NON -RESPONSIVE. REFERENCE(S) APPLICABILITY TO EXPERIENCE REQUIREMENTS (To be Completed by the Plumbing Engineer) This project reference complies with the Experience Requirement(s) under Section 3.5(C) of the RFP. Yes No n Not Applicable REFERENCE PROJECT INFORMATION (To be Completed: by thePlumbingEngineer.) .' Reference Project Name/Address: Name(s) and Role(s) of Plumbing Engineer Working on this Reference Project: Reference Project Description: Scope of Services Provided: Compensation for Services: $ Project Start Date: / Project Construction Cost: $ Plumbing Engineer's Company Name: Plumbing Engineer's Title/Position: Company's Contact Facsimile Number: Project Completion Date: / Construction Start Date: Construction Completion Date: Company's Contact Name: Company's Contact Phone Number: Company's Contact E-mail: REFERENCE PROJECT INFORMATION (To be Completcd by the Project Owner), Project Completed on Time and within Budget: n Yes n No Project Duration: If "No," was the Plumbing Engineer at fault or did it contribute to the delay(s) or increased cost? n Yes C No Quality of Services Provided: I I Above Expectations* 7 Average I Below Expectations (*) "Above Expectations" means there were fewer errors and omissions than anticipated. Did the Plumbing Engineer provide Project Management Services? Did the Plumbing Engineer provide Construction Management Services? Was the Plumbing Engineer responsive to the Project Owner? Was the Plumbing Engineer timely in its reviews and submittals? Reference Company Name: Reference Title/Position: Reference Telephone Number: Facsimile Number: n Yes ❑ Yes II II No N/A No N/A Yes n No _ N/A Yes I I No —I N/A Reference Contact Name: Reference Contact Signature: E-mail: RFP-EPLE Revised 11/05/18 SPACE BELOW IS TOBE;UTIUZED TO EXPAND; ON THE SCOPE OF, SERVICES PROVIDED FOR THIS PROJECT REFERENCE PLEASE DESCRIBE YOURFIRM'S'IINVOLVEMENT IN THE REFERENCE PROJECT PROVIDE DETAILS TO SUPPORT WHETHER EACH TEAM MEMBER'S PARTICULAR EXPERTISE RELEVANT TO THE, PROJECT WAS GAINED UNDER CURRENT EMPLOYMENT, OR AS A MEMBER OF ANOTHER FIRM (ADDITIONAL SHEETS OF PAPER MAY BE USED TO INCLUDE INFORMATION).'y RFP-EPLE Revised 11/05/18 City of Miami, Department of Procurement Experience of the Electrical Engineer/Reference Form - RFP-EELE INSTRUCTIONS Electrical Engineer shall complete the following information for completed projects' within; the past eight (8) years, when the Proposer believes the project is of equal or greater scope, size, and, complexity that;best represent its ability to, complete the "Project." The reference provided below should be for one (1) project and must comply with the requirements listed in Section ,3 5(C) of the RFP. Pleaseprovide at least three (3) projects., FAILURE TO COMPLETE AND SUBMIT THIS FORM MAY RESULT IN THE RESPONSE BEING REJECTED AS NON -RESPONSIVE. REFERENCE(S) APPLICABILITY TO EXPERIENCE REQUIREMENTS (To be Completed by the Electrical Engineer), This project reference complies with the Experience Requirement(s) under Section 3.5(C) of the RFP. Yes No n Not Applicable REFERENCE PROJECT INFORMATION (To beCompleted by the Electrical Engineer) Reference Project Name/Address: Name(s) and Role(s) of Electrical Engineer Working on this Reference Project: Reference Project Description: Scope of Services Provided: Compensation for Services: $ Project Construction Cost: $ Electrical Engineer's Company Name: Electrical Engineer's Title/Position: Company's Contact Facsimile Number: Project Start Date: / Project Completion Date: / Construction Start Date: Construction Completion Date: / / Company's Contact Name: Company's Contact Phone Number: Company's Contact E-mail: REFERENCE PROJECT INFORMATION (To be Completed by the Project Owner), Project Completed on Time and within Budget : Yes E No Project Duration: If "No," was the Electrical Engineer at fault or did it contribute to the delay(s) or increased cost? n Yes n No Quality of Services Provided: n Above Expectations* n Average Below Expectations (*) "Above Expectations" means there were fewer errors and omissions than anticipated. Did the Electrical Engineer provide Project Management Services? n Yes n No n N/A Did the Electrical Engineer provide Construction Management Services? ❑ Yes No N/A Was the Electrical Engineer responsive to the Project Owner? n Yes r No n N/A Was the Electrical Engineer timely in its reviews and submittals? Yes n No n N/A Reference Company Name: Reference Title/Position: Reference Telephone Number: Facsimile Number: Reference Contact Name: Reference Contact Signature: E-mail: RFP-EELE Revised 11/05/18 SPACE BELOW IS TO BE UTILIZED TQ EXPAND: ON THE SCOPE CIF SERVICES PROVIDED FOR THIS PROJECT REFERENCE ,,. PLEASE DESCRIBE. YOUR FIRM'S INVOLVEMENT IN THE REFERENCE PROJECTPROVIDE DETAILS TO SUPPORT WHETHER EACH TEAM MEMBER'S,PARTICULAR EXPERTISE RELEVANT TO THE PROJECT WAS GAINED UNDER CURRENT EMPLOYMENT, OR AS A MEMBER OF ANOTHER FIRM (ADDITIONAL SHEETS OF PAPER MAY BE USED TO INCLUDE INFORMATION).: RFP-EELE Revised 11/05/18 City of Miami, Department of Procurement Experience of the Special Inspector/Reference Form - RFP-ESI INSTRUCTIONS Special Inspector shall complete the following information for completed projects within the past eight (8) years, where the Proposer believes the project is of equal or greater scope, size, and complexity that best represent its ability to complete" the "Project." The reference provided below should be for one (1) project, and must comply with the requirements Iisted in Section 3.5(C) of the RFP. Please provide at leastthree(3) projects. FAILURE TO COMPLETE AND SUBMIT THIS FORM MAY RESULT IN THE RESPONSE BEING REJECTED AS NON -RESPONSIVE. REFERENCE 5) APPLICABILITY TOIEXPERIENCE 'REC,iUI(tEMEN S'(To ,be:Completed by:the ;Speci Inspectari This project reference complies with the Experience Requirement(s) under Section 3.5(C) of the RFP. Yes No Not Applicable REFERENCE PROJECT INFORMATION (To be Completed, by the Special Inspector) Reference Project Name/Address: Name(s) and Role(s) of Special Inspector Working on this Reference Project: Reference Project Description: Scope of Services Provided: Compensation for Services: $ Project Construction Cost: $ Special Inspector's Company Name: Special Inspector's Title/Position: Company's Contact Facsimile Number: Project Start Date: / Project Completion Date: / Construction Start Date: Construction Completion Date: / / Company's Contact Name: Company's Contact Phone Number: Company's Contact E-mail: REFERENCE PROJECT INFORMATION (To ba corn .1 ed :13y;the Proje Owner) Project Completed on Time and within Budget : Yes ❑ No Project Duration: If "No," was the Special Inspector at fault or did it contribute to the delay(s) or increased cost? n Yes Quality of Services Provided: Above Expectations* n Average J I Below Expectations No (*) "Above Expectations" means there were fewer errors and omissions than anticipated. Did the Special Inspector provide Project Management Services? n Yes n No n N/A Did the Special Inspector provide Construction Management Services? n Yes U No n N/A Was the Special Inspector responsive to the Project Owner? n Yes n No n N/A Was the Special Inspector timely in its reviews and submittals? Yes No n N/A Reference Company Name: Reference Contact Name: Reference Title/Position: Reference Contact Signature: Reference Telephone Number: Facsimile Number: E-mail: RFP-ESI Revised 11/05/18 SPACE BELOW IS TO BE UTILIZED TO EXPAND ON THE SCOPE OF SERVICES PROVIDED FOR THIS PROJECT REFERENCE LEASE DESCRIBE YOUR FIRM'S INVOLVEMENT IN THE REFERENCE PROJECT PROVIDE DETAILS TO SUPPORT WHETHER EACH TEAM MEMBER'S PARTICULAR EXPERTISE RELEVANT TO THE PROJECT' WAS GAINED UNDER CURRENT EMPLOYMENT, OR AS A MEMBER OF ANOTHER FIRM (ADDITIONAL SHEETS OF PAPER MAY BE USED TO INCLUDE INFORMATION);; RFP-ESI Revised 11/05/18 City of Miami, Department of Procurement Experience of the Quality Assurance/Quality Control (QA/QC) Manager/ Reference Form - RFP-EQC INSTRUCTIONS QA/QC Manager shall complete the following information for completed projects within the Past eight (8)„Years, °where the Proposer believes the project is of equal or greater scope, size, and complexity that best represent its ability to complete the 'Project." The reference provided below should be for one (1) project, and must comply with the requirements listed in Section 3.5(C) of the RFP. Please provide at least three (3) projects FAILURE TO COMPLETE AND SUBMIT THIS FORM MAY RESULT IN THE RESPONSE BEING REJECTED AS NON -RESPONSIVE. REFERENCE(S) APPLICABILITY TO EXPERIENCE REQUIREMENTS (To be: Completed by the,a nager), This project reference complies with the Experience Requirement(s) under Section 3.5(C) of the RFP. n Yes No n Not Applicable REFERENCE PROJECT INFORMATION (To be Completed by the .QA/QC. Manager) Reference Project Name/Address: Name(s) and Role(s) of QA/QC Manager Working on this Reference Project: Reference Project Description: Scope of Services Provided: Compensation for Services: $ Project Construction Cost: $ QA/QC Manager's Company Name: QA/QC Manager's Title/Position: Company's Contact Facsimile Number: Project Start Date: / Construction Start Date: Project Completion Date: / Construction Completion Date: Company's Contact Name: Company's Contact Phone Number: Company's Contact E-mail: EFERENCE PROJECT INFORMATION (To be Completed by the Project Owner) Project Completed on Time and within Budget : ❑ Yes No Project Duration: If "No," was the QA/QC Manager at fault or did it contribute to the delay(s) or increased cost? Yes I I No Quality of Services Provided: C Above Expectations* n Average I I Below Expectations (*) "Above Expectations" means there were fewer errors and omissions than anticipated. Did the QA/QC Manager provide Project Management Services? Did the QA/QC Manager provide Construction Management Services? Was the QA/QC Manager responsive to the Project Owner? Was the QA/QC Manager timely in its reviews and submittals? Reference Company Name: Reference Title/Position: Reference Telephone Number: Facsimile Number: Yes n Yes n Yes n Yes No No n No n No ❑ N/A n N/A N/A n N/A Reference Contact Name: Reference Contact Signature: E-mail: RFP-EQC Revised 11/05/18 SPACE BELOW IS TO BE UTILIZED TO EXPAND QN THE SCOPE OF SERVICES;PROVIDED FOR THIS PROJECT` REFERENCE PLEASE DESCRIBEJYOUR EIRM'S INVOLVEMENT IN THE REFERENCE PROJECT+ PRO'JIDE DETAILS TO SUPPORT jt1%HETHER EACH TEAM MEMBER'S PARTICULAR EXPERTISE RELEVANT TO THE PROTECT WAS G 41NED UNDERCURRENT EMPLOYMENT, OR AS A MEMBER OF ANOTHER FIRM (ADDITIONAL SHEETS OF PAPER MAY BE USED TO INCLUDE INFORMATION RFP-EQC Revised 11/05/18 City of Miami, Department of Procurement Experience of the Utility Coordination (UC) Manager/Reference Form - RFP-EUC NSTRUCTIONS Utility Coordination (UC) Managers shall complete the following information for completed projects within the pest eight (8 years, where the Proposer believes the project is of equal or greater scope, size, and complexity that best represent its ability to complete the "Project." The reference provided below should be for one (1) project, and must comply with the requirements listed ►n Section 3.5(C) of the RFP. Please provide at least three (3) projects. FAILURE TO COMPLETE AND SUBMIT THIS FORM MAY RESULT IN THE RESPONSE BEING REJECTED AS NON -RESPONSIVE. REFERENCE(S) APPLICABILITY TO. EXPERIENCE. REQUIREMENTS; (To be Completed by the UC Manager) This project reference complies with the Experience Requirement(s) under Section 3.5(C) of the RFP. L Yes n No I I Not Applicable FERENCE PROJECT INFORMATION (To Completed by the UC IVIanager Reference Project Name/Address: Name(s) and Role(s) of UC Manager Working on this Reference Project: Reference Project Description: Scope of Services Provided: Compensation for Services: $ Project Start Date: / Project Completion Date: / Project Construction Cost: $ UC Manager's Company Name: UC Manager's Title/Position: Company's Contact Facsimile Number: Construction Start Date: Construction Completion Date: Company's Contact Name: Company's Contact Phone Number: Company's Contact E-mail: REFERENCE PROJECT INFORMATION (To be Completed by the Project Owner) Project Completed on Time and within Budget : n Yes ❑ No Project Duration: If "No," was the UC Manager at fault or did it contribute to the delay(s) or increased cost? n Yes No Quality of Services Provided: n Above Expectations* n Average I I Below Expectations (*) "Above Expectations" means there were fewer errors and omissions than anticipated. Did the UC Manager provide Project Management Services? Did the UC Manager provide Construction Management Services? Was the UC Manager responsive to the Project Owner? Was the UC Manager timely in its reviews and submittals? Reference Company Name: Reference Title/Position: Reference Telephone Number: Facsimile Number: n Yes ❑ Yes n Yes n Yes C C r No No I I N/A No C N/A No _ N/A nN/A. Reference Contact Name: Reference Contact Signature: E-mail: RFP-EUC Revised 11/05/18 PACE BELOW IS TO BE UTILIZED TO EXPAND. ON THE SCOPE SERVICES PROVIDED FOR THISt;PROJECT REFERENCE ,. EASE DESCRIBE YOUR FIRM'S INVOLVEMENT IN THE REFERENCE PROJECT PROVIDE DETAILS TO SUPPORT WHETHER EACH TEAM'MEMBER'S PARTICULAR EXPERTISE RELEVANT TO THE PROJECT WAS GAINED UNDER CURRENT EMPLOYMENT, OR AS A MEMBER OF ANOTHER FIRM (ADDITIONAL SHEETS OF PAPER, MAY BE USED TO INCLUDE`: INFORMATION)., RFP-EUC Revised 11/05/18 City of Miami, Department of Procurement Experience of the Health & Safety (H&S) Manager/Reference Form - RFP-EHSM INSTRUCTIONS Health & Safety Manager shall' complete the following information for completed projects within the past eight (8) years,. where the Proposes believes the project is of equal or greater scope, size,: and complexity that best represent its ability to complete the "Project." The reference provided below should be for one (1) project and must comply with the requirements listed in Section 35(C) of the RFPPlease provide at least three (3) projects. FAILURE TO COMPLETE AND SUBMIT THIS"FORM MAY RESULT IN THE RESPONSE BEING REJECTED AS NON RESPONSIVE REFERENCE(S APPLICABILITY TO EXPERIENCE REQUIREMENTS (To be Completed y the Health & Sa <ty:Manager) This project reference complies with the Experience Requirement(s) under Section 3.5(C) of the RFP. Yes No Not Applicable REFERENCE PROJECT INFORMATION (To?ke Cam�;leted blthe Health ' fety:Mane :e Reference Project Name/Address: Name(s) and Role(s) of Health & Safety Manager Working on this Reference Project: Reference Project Description: Scope of Services Provided: Compensation for Services: $ Project Start Date: / Project Construction Cost: $ H&S Manager's Company Name: H&S Manager's Title/Position: Company's Contact Facsimile Number: Construction Start Date: Project Completion Date: / Construction Completion Date: Company's Contact Name: Company's Contact Phone Number: Company's Contact E-mail: REFERENCE PROJECT INFORMATION (To be Completed by'the Project Owner) Project Completed on Time and within Budget: n Yes ❑ No Project Duration: If "No," was the Health & Safety Manager at fault or did it contribute to the delay(s) or increased cost? n Yes n No Quality of Services Provided: P Above Expectations* n Average n Below Expectations (*) "Above Expectations" means there were fewer errors and omissions than anticipated. Did the Health & Safety Manager provide Project Management Services? n Yes No n N/A Did the Health & Safety Manager provide Construction Management Services? n Yes n No N/A Was the Health & Safety Manager responsive to the Project Owner? n Yes Li No ` N/A Was the Health & Safety Manager timely in its reviews and submittals? n Yes n No n N/A Reference Company Name: Reference Title/Position: Reference Telephone Number: Facsimile Number: Reference Contact Name: Reference Contact Signature: E-mail: RFP-EHSM Revised 11/05/18 SPA CE BELOW 15 TO BE UTILIZED TQ EXPAND ON THE SCOPE 9F SERVICES PROVIDED FOR THIS PROJECT REFERENCE. PLEASE DESCRIBE YOUR FIRM'S INVOLVEMENT IN THE REFERENCE PROJECTPROVIDE DETAILS TO SUPPORT WHETHER EACH TEAM MEMBER'S PARTICULAR EXPERTISE RELEVANT TO THE PROJECT WAS GAINED UNDER CURRENT EMPLOYMENT, OR AS A MEMBER OF ANOTHER FIRM (ADDITIONAL SHEETS OF PAPER MAY BE USED TO INCLUDE INFORMATION). RFP-EHSM Revised 11/05/18 City of Miami, Department of Procurement List of Sub-Consultants/Sub-Contractors/Suppliers - RFP-C-1 Instructions This form is to be completed and submitted listing all Sub -Consultants, Sub -Contractors, and suppliers to be used under this Agreement. This form is to be updated after Sub -Consultants, Sub -Contractors, and suppliers may be added or substituted. Please identify the type of license(s) each Firm holds, and identify any Miami -Dade County Small Business Enterprise (SBE)/Disadvantaged Business Enterprise (DBE) or Florida Department of Transportation (FDOT) certifications. No other certifications are required to be identified. Failure to provide the information or details required by the form may result in the rejection of a Response a non -responsive. RFP No.: Name of Proposer: RFP Title: Name of Firm Address Scope of Work Professional License(s) Number SBE/DBE/FDOT Certification Number % of Work RFP-C-1 Revised 10/25/18 ATTACHMENT C BID BOND FORM Design -Build Services for the Dinner Key Marina RFP No. 18-19-005 Repairs and Restoration Project Attachment C BID BOND FORM (Page 1 of 3) State of Florida County of Dade )SS: City of Miami KNOWN ALL PERSONS BY THESE PRESENTS, that as Principal, as Surety, are held and firmly bound unto The City of Miami, in the penal 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 , 20, for: DESIGN BUILD SERVICES FOR DINNER KEY MARINA REPAIRS AND RESTORATION PROJECT RFP NO. 18-19-005 NOW THEREFORE: (a) If the principal shall not withdraw said Bid within one hundred eighty (180) days after date of opening the same, and shall within ten (10) days after the prescribed forms are presented to him for signature, enter into a written contract with the City, in accordance with the bid as accepted, and give bond with good and sufficient Surety or Sureties, as may be required, for the faithful performance and proper fulfillment of such contract; or, (b) In the event if the withdrawal of said Bid within the period specified, or the failure to enter into such contract and give such bond within the time specified, if the principal shall pay the City the difference between the amount specified in said Bid and the amount for which the City may procure the required Work and supplies, if the latter amount be in excess of the former, then the above obligation shall be void and of no effect, otherwise to remain in full force and virtue. BID BOND FORM (Page 2 of 3) IN WITNESS WHEREOF, the above bound parties have executed this instrument under their several seals, this day of , the name the name and corporate seal of each party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. WITNESS: (If a Sole Ownership, Partnership, or Joint Venture, two (2) Witnesses are required. If a Corporation, only Secretary will attest and affix seal) PRINCIPAL: (Name of Firm) Affix Seal (Signature of Authorized Officer) (Title) (Business Address) City State ZIP Code Surety (Corporate Surety) Affix Seal Surety Secretary (Signature of Authorized Dealer) (Title) (Business Address) City State ZIP Code BID BOND FORM (Page 3 of 3) CERTIFICATE AS TO CORPORATE PRINCIPAL I, , certify that I am the Secretary of the Corporation named as Principal in the within bond; that of said corporation; that I know his signature, and the signature hereto is genuine; and that said bond was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing body. STATE OF FLORIDA COUNTY OF DADE CITY OF MIAMI SS (Corporate Seal) Before me, a Notary Public duly commissioned, and qualified, personally appeared to me well known, who being by me first duly sworn upon oath, says that he/she is the attorney -in -fact, for the and that he/she has been authorized by to execute the foregoing bond on behalf of the Contractor named therein in favor of The City of Miami, Florida. Subscribed and sworn to before me this day of INSTRUCTIONS: Bid Bonds must be accompanied by a Power of Attorney, in compliance with Instructions to Bidders Notary Public, State of Florida at Large My Commission Expires: CORPORATE RESOLUTION WHEREAS, , desires to enter into a Contract with the City of Miami for the purpose of performing the Work described in the Contract to which this resolution is attached; and WHEREAS, the Board of Directors at a duly held corporate meeting has considered the matter in accordance with the By -Laws of the corporation; Now, THEREFORE, BE IT RESOLVED BY THE BOARD OF DIRECTORS that the (Type title of officer) , is hereby authorized (Type name of officer) and instructed to enter into a Contract, in the name and on behalf of this corporation, with the City of Miami upon the terms contained in the proposed Contract to which this resolution is attached and to execute the corresponding performance bond. DATED this day of , 20 Corporate Secretary (Corporate Seal) Design -Build Services for the Dinner Key Marina Repairs 1 RFP No. 18-19-005 and Restoration Project FORM OF PERFORMANCE BOND (Page 1 of 2) BY THIS BOND, We , as Principal, hereinafter called Contractor, and , as Surety, are bound to the City of Miami, 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 Design -Build Agreement for RFP No. 18-19-005, DESIGN -BUILD SERVICES FOR THE DINNER KEY MARINA REPAIRS AND RESTORATION PROJECT, awarded the day of , 20 , with City, which Contract Documents are by reference incorporated herein and made a part hereof, and specifically included provisions for liquidated damages, and other damages identified, and for the purposes of this Bond are hereafter referred to as the "Contract." THE CONDITION OF THIS BOND is that if Contractor: 1. Performs the Contract between Contractor and City for construction of , the Contract being made a part of this Bond by reference, at the times and in the manner prescribed in the Contract; and 2. Pays City all losses, liquidated damages, expenses, costs and attorney's fees including appellate proceedings, that City sustains as a result of default by Contractor under the Contract; and 3. 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 AND EFFECT. 4. Whenever Contractor shall be, and declared by City to be, in default under the Contract, City having performed its obligations hereunder, the Surety may promptly remedy the default, or shall promptly: 4.1. Complete the Project in accordance with the terms and conditions of the Contract Documents; or 4.2. Obtain a bid or bids for completing the Project in accordance with the terms and conditions of the Contract Documents, and upon determination by Surety of the lowest responsible Bidder, or, if City elects, upon determination by City and Surety jointly of the lowest responsible Bidder, arrange for a Contract between such Bidder 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 Design -Build Services for the Dinner Key Marina Repairs 2 RFP No. 18-19-005 and Restoration Project FORM OF PERFORMANCE BOND (Page 2 of 2) 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 City named herein. 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 does not affect Surety's obligation under this Bond. Signed and sealed this day of , 20 WITNESSES: CONTRACTOR (Secretary) (Name of Corporation) By: CORPORATE SEAL (Signature) IN THE PRESENCE OF: By: Address: (Print Name and Title) INSURANCE COMPANY: (Agent and Attorney -in -Fact) Street City State ZIP Code Telephone Number: Design -Build Services for the Dinner Key Marina Repairs 3 RFP No. 18-19-005 and Restoration Project FORM OF PAYMENT BOND (Page 1 of 2) BY THIS BOND, We , as Principal, hereinafter called Contractor, and , as Surety, are bound to the City of Miami, 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 Design -Build Agreement for RFP No. 18-19-005, DESIGN -BUILD SERVICES FOR THE DINNER KEY MARINA REPAIRS AND RESTORATION PROJECT, awarded the day of , 20 , with City which Contract Documents are by reference incorporated herein and made a part hereof, and specifically include provision for liquidated damages, and other damages identified, and for the purposes of this Bond are hereafter referred to as the "Contract"; THE CONDITION OF THIS BOND is that if Contractor: 1. Pays City all losses, liquidated damages, expenses, costs and attorney's fees including appellate proceedings, that City sustains because of default by Contractor under the Contract; and 2. Promptly makes payments to all claimants as defined by Florida Statute 255.05(1) for all labor, materials, and supplies used directly or indirectly by Contractor in the performance of the Contract; THEN CONTRACTOR'S OBLIGATION SHALL BE VOID; OTHERWISE, IT SHALL REMAIN IN FULL FORCE AND EFFECT SUBJECT, HOWEVER, TO THE FOLLOWING CONDITIONS: 2.1. A claimant, except a laborer, who is not in privity with Contractor and who has not received payment for its labor, materials, or supplies shall, within forty-five (45) calendar days after beginning to furnish labor, materials, or supplies for the prosecution of the Work, furnish to Contractor a notice that he intends to look to the bond for protection. 2.2. A claimant who is not in privity with Contractor and who has not received payment for its labor, materials, or supplies shall, within ninety (90) calendar days after performance of the labor or after complete delivery of the materials or supplies, deliver to Contractor and Design -Build Services for the Dinner Key Marina Repairs 4 RFP No. 18-19-005 and Restoration Project to the Surety, written notice of the performance of the labor or delivery of the materials or supplies and of the nonpayment. 2.3. No action for the labor, materials, or supplies may be instituted against Contractor or the Surety unless the notices stated under the preceding conditions (2.1) and (2.2) have been given. 2.4. Any action under this Bond must be instituted in accordance with the longer of the applicable Notice and Time Limitations provisions prescribed in Section 255.05(2), or Section 95-11, Florida Statutes. 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 does not affect the Surety's obligation under this Bond. Signed and sealed this day of , 20 WITNESSES: CONTRACTOR (Secretary) (Name of Corporation) By: CORPORATE SEAL (Signature) IN THE PRESENCE OF: By: Address: (Print Name and Title) INSURANCE COMPANY: (Agent and Attorney -in -Fact) Street City State ZIP Code Telephone Number: Design -Build Services for the Dinner Key Marina Repairs 5 RFP No. 18-19-005 and Restoration Project CERTIFICATE AS TO CORPORATE PRINCIPAL , certify that I am the Secretary of the corporation named as Principal in the foregoing Performance and Payment Bond (Performance Bond and Payment Bond); that , who signed the Bond(s) on behalf of the Principal, was then of said corporation; that I know his/her signature; and his/her signature thereto is genuine; and that said Bond(s) was (were) duly signed, sealed and attested to on behalf of said corporation by authority of its governing body. Secretary (on behalf of) Corporation STATE OF COUNTY OF (SEAL) Before me, a Notary Public duly commissioned, qualified and acting personally, appeared to me well known, who being by me first duly sworn upon oath says that he/she has been authorized to execute the foregoing Performance and Payment Bond (Performance Bond and Payment Bond) on behalf of Contractor named therein in favor of City. Subscribed and sworn to before me this day of 20 My commission expires: Notary Public, State of Florida at Large Bonded by Design -Build Services for the Dinner Key Marina Repairs 6 RFP No. 18-19-005 and Restoration Project PERFORMANCE AND PAYMENT GUARANTY FORM UNCONDITIONAL/IRREVOCABLE LETTER OF CREDIT (Page 1 of 2) Date of Issue: Issuing Bank's No.: Beneficiary: Applicant: City of Miami Amount: 444 S.W. 2nd Avenue (in United States Funds) Miami, Florida 33130 Expiry: (Date) Bid/Contract No.: We hereby authorize you to draw on (Bank, Issuer name) at by order (Branch address) of and for the account of (Contractor, applicant, customer) up to an aggregate amount, in United States Funds, of drafts at sight, accompanied by: available by your 1. A signed statement from the City Manager or his authorized designee, that the drawing is due to default in performance of certain obligations on the part of (Contractor, applicant, customer) agreed upon by and between the City of Miami, Florida and (Contractor, applicant, customer), pursuant to Bid/Contract No. for (name of Project) and Section 255.05, Florida Statutes. Drafts must be drawn and negotiated no later than (Expiration date) Design -Build Services for the Dinner Key Marina Repairs 7 RFP No. 18-19-005 and Restoration Project PERFORMANCE AND PAYMENT GUARANTY FORM UNCONDITIONAL/IRREVOCABLE LETTER OF CREDIT: (Page 2 of 2) Drafts must bear the clause: "Drawn under Letter of Credit No. (Number), of (Bank name) dated This Letter of Credit shall be renewed for successive periods of one (1) year each unless we provide the City of Miami with written notice of our intent to terminate the credit herein extended, which notice must be provided at least thirty (30) calendar days prior to the expiration date of the original term hereof or any renewed one (1) year term. Notification to the City that this Letter of Credit will expire prior to performance of the Contractor's obligations will be deemed a default. This Letter of Credit sets forth in full the terms of our undertaking, and such undertaking shall not in any way be modified, or amplified by reference to any documents, instrument, or agreement referred to herein or to which this Letter of Credit is referred, or this Letter of Credit relates, and any such reference shall not be deemed to incorporate herein by reference any document, instrument, or agreement. We hereby agree with the drawers, endorsers, and bona fide holders of all drafts drawn under and in compliance with the terms of this credit that such drafts will be duly honored upon presentation to the drawee. Obligations under this Letter of Credit shall be released one (1) year after the Final Completion of the Project by the (Contractor, applicant, customer) This Credit is subject to the "Uniform Customs and Practice for Documentary Credits," International Chamber of Commerce (1993 revision), Publication No. 500 and to the provisions of Florida law. If a conflict between the Uniform Customs and Practice for Documentary Credits and Florida law should arise, Florida law shall prevail. If a conflict between the law of another state or country and Florida law should arise, Florida law shall prevail. Authorized Signature Design -Build Services for the Dinner Key Marina Repairs 8 RFP No. 18-19-005 and Restoration Project ATTACHMENT D PAYMENT AND PERFORMANCE BOND FORM Design -Build Services for the Dinner Key Marina RFP No. 18-19-005 Repairs and Restoration Project