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COMMUNITY AESTHETIC FEATURE AGREEMENT (RESOLUTION NO 24-14)STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION COMMUNITY AESTHETIC FEATURE AGREEMENT 625-010-10 ROADWAY DESIGN OGC - 08/17 Page 1 of 12 State Road/Local Road An Section No. 15040000 CAFA No. This Community Aesthetic Feature Agreement ("Agreement") is entered into this day of between the State of Florida, Department of Transportation ("Department") and ("Agency"). The Department and the Agency are sometimes referred to in this Agreement as a "Party" and collectively as the "Parties." RECITALS A. The Agency has requested permission from the Department to install a [CHOOSE ONE: ['Public Art, ®Local Identification Marker] community aesthetic feature on that certain right-of-way owned by the Department which is located on State Road/Local Road SR 60 Bridge#TBD at MP 6.081 irPinellas County, Florida ("Project"). B. The Department agrees that transportation facilities enhanced by community aesthetic features can benefit the public, result in positive economic development, and increase tourism both locally and throughout Florida. C. The Parties agree to the installation and maintenance of the Project, subject to the terms and conditions in this Agreement. AGREEMENT 1. TERM. The term of this Agreement shall commence upon full execution of this Agreement ("Effective Date") and continue through June 1, 2074 which is determined as the lifespan of the Project, unless terminated at an earlier date as provided in this Agreement. If the Agency does not complete the installation of the Project within 4 years, 3 months (1,550 ) days of the Effective Date of this Agreement, the Department may immediately terminate this Agreement. This Agreement may only be renewed for a term no longer than the original term of this Agreement upon a writing executed by both Parties to this Agreement. 2. PROJECT DESCRIPTION. The Project is a [CHOOSE ONE: ❑Public Art, ®Local Identification Marker], as more fully described in the plans in Exhibit "A", attached and incorporated in this Agreement. 3. FUNDING OF THE PROJECT. The Agency has agreed by resolution to approve the Project and to fund all costs for the design, installation, and maintenance of the Project, and such resolution is attached and incorporated in this Agreement as Exhibit "D". The Department shall not be responsible for any costs associated with the Project. All improvements funded, constructed, and installed by the Agency shall remain the Agency's property. However, this permissive use of the Department's right-of-way where the Project is located does not vest any property right, title, or interest in or to the Agency for the Department's right-of-way. 4. DESIGN AND CONSTRUCTION STANDARDS AND REQUIRED APPROVALS. a. The Agency is responsible for the design, construction, and maintenance of the Project in accordance with all applicable federal, state and local statutes, rules and regulations, including the Department standards and specifications. A professional engineer, registered in Florida, shall provide the certification that all design and construction for the Project meets the minimum construction standards established by the Department and applicable Florida Building Code construction standards. The Agency shall submit all plans or related construction documents, cost estimates, project schedule, and applicable third party agreements to the Department for review and approval prior to installation of the Project. The Agency is responsible for the preparation of all design plans for the Project, suitable for reproduction on 11 inch by 17 inch sheets, together with a complete set of specifications covering all construction requirements for the Project. A copy of the design plans shall be provided to the Department's District Design Engineer, located at The Department will review the plans for conformance to the Department's requirements and feasibility. The Department review shall not be considered an adoption of the plans nor a substitution for the engineer's responsibility for the plans. By review of the plans, the Department signifies only that such plans and improvements satisfies the Department's requirements, and the Department expressly 625-010-10 ROADWAY DESIGN OGC - 08/17 Page 2 of 12 disclaims all other representations and warranties in connection with the plans, including, but not limited to the integrity, suitability, or fitness for the intended purpose or whether the improvements are constructed in accordance with the plans. The Department's review of the plans does not relieve the Agency, its consultants or contractors of any professional or other liability for the plans. All changes required by the Department shall be made by the Agency and final corrected plans shall be provided to the Department within thirty (30) days. b. The Agency shall be responsible for locating all existing utilities, both aerial and underground, and for ensuring that all utility locations be accurately documented on the construction plans. All utility conflicts shall be fully resolved directly with the applicable utility. Section 337.403, Florida Statutes, shall determine whether the utility bears the costs of utility work. The Agency shall bear the costs of utility work not required to be borne by the utility by Section 337.403, Florida Statutes. c. The Agency shall be responsible for monitoring construction operations and the maintenance of traffic ("MOT") throughout the course of the Project in accordance with the latest edition of FDOT Standard Specifications, Section 102. The Agency is responsible for the development of a MOT plan and making any changes to that plan as necessary. The MOT plan shall be in accordance with the latest version of FDOT Design Standards, Index 600 series. Any MOT plan developed by the Agency that deviates from FDOT Design Standards must be signed and sealed by a professional engineer. MOT plans will require approval by the Department prior to implementation. d. The Agency is responsible for obtaining all permits that may be required by any federal, state, or local agency. e. Prior to commencing the Project, the Agency shall request a Notice to Proceed from the Department's Construction Project Manager, Julie Ostoski , at (727 ) 575 -8300 or from an appointed designee. f. The Agency is authorized, subject to the conditions in this Agreement, to enter Department's right-of-way to install the Project (see attached Exhibit "B" Special Provisions). The Parties agree that this Agreement creates a permissive use only. Neither the granting of permission to use Department's right-of-way nor the placing of facilities upon Department's right-of-way shall operate to create or vest any property right in or to the Agency. The Agency shall not acquire any right, title, interest, or estate in the Department's right-of-way, of any nature or kind whatsoever, by virtue of the execution, operation, effect, or performance of this Agreement including, but not limited to, the Agency's use, occupancy or possession of the Department's right-of-way. The Department shall have the right, but not the obligation, to perform independent assurance testing during the course of construction and throughout the maintenance term of the Project. If the Department determines that a condition exists which threatens the public's safety, the Department may, at its discretion, cause the Project to cease and/or immediately have any potential hazards removed from its right-of-way at the sole cost, expense, and effort of the Agency. Should the Agency fail to remove the safety hazard within thirty (30) days, the Department may remove the safety hazard at the Agency's sole cost, expense, and effort. h. The Agency shall be responsible to ensure that construction of the Project is performed in accordance with the approved construction documents, and that it will meet all applicable federal, state, and local standards and that the work is performed in accord with the Terms and Conditions contained in Exhibit "C". i. The Agency shall notify the Department a minimum of forty eight (48) hours before beginning the Project within the Department's right-of-way. The Agency shall notify the Department should installation be suspended for more than five (5) working days. Upon completion of the Project, the Agency shall notify the Department in writing of the completion of the installation of the Project. For all design work that originally required certification by a Professional Engineer, the notification shall contain a Responsible Professional's Certification of Compliance, signed and sealed by the responsible professional for the project, the form of which is attached to this g. j• 625-010-10 ROADWAY DESIGN OGC - 08/17 Page 3 of 12 Agreement as Exhibit "E". The certification shall state that work has been completed in compliance with the Project construction plans and specifications. If any deviations are found from the approved plans, the certification shall include a list of all deviations along with an explanation that justifies the reason to accept each deviation. The Agency and its contractors shall remove their presence, including, but not limited to, all of the Agency or its contractor's/ subcontractor's/ consultant's/ subconsultant's property, machinery, and equipment from the Department's right-of-way and shall restore those portions of the Department's right-of-way disturbed or otherwise altered by the Project to substantially the same condition that existed immediately prior to the commencement of the Project, at Agency's sole cost and expense. k. If the Department determines that the Project is not completed in accordance with the provisions of this Agreement, the Department shall deliver written notification to the Agency. The Agency shall have thirty (30) days from the date of receipt of the Department's written notice to complete the Project and provide the Department with written notice of the same ("Notice of Completion"). If the Agency fails to timely deliver the Notice of Completion, or if it is determined that the Project is not properly completed after receipt of the Notice of Completion, the Department may: 1) provide the Agency with written authorization granting additional time as the Department deems appropriate to correct the deficiency(ies); or 2) correct the deficiency(ies) at the Agency's sole cost and expense, without Department liability to the Agency for any resulting loss or damage to property, including but not limited to machinery and equipment. If the Department elects to correct the deficiency(ies), the Department shall provide the Agency with an invoice for the costs incurred by the Department and the Agency shall pay the invoice within thirty (30) days of the date of the invoice. I. Upon completion of the Project, the Agency shall be responsible for the perpetual maintenance of the Project, including all costs. The maintenance schedule shall include initial defect, instantaneous damage and deterioration components. The initial defect maintenance inspection should be conducted, and any required repairs performed during the construction phase. The instantaneous damage maintenance inspection should be conducted sixty (60) to ninety (90) days after placement and is intended to identity short term damage that does not develop over longer time periods. The deterioration maintenance inspection shall be conducted on regular, longer term intervals and is intended to identify defects and damages that occur by naturally occurring chemical, physical or biological actions, repeated actions such as those causing fatigues, normal or severe environmental influences, abuse or damage due to other causes. Deterioration maintenance shall include, but is not limited to, the following services: Cleaning, painting, repair and maintenance, and replacement of damaged and/or deteriorating materials. m. The Agency shall, within thirty (30) days after expiration or termination of this Agreement, remove the Project and restore the right-of-way to its original condition prior to the Project. The Agency shall secure its obligation to remove the Project and restore the right-of-way by providing a removal and restoration deposit, letter of credit, or performance bond in the amount of $ 15.000.00 . The removal and restoration deposit, letter of credit, or bond shall be maintained by the Agency at all times during the term of this Agreement and evidence of the deposit, letter of credit, or bond shall be submitted to the Department on an annual basis. A waiver of the deposit, letter of credit, or bond requirement is permitted with approval from the District Maintenance Engineer for those installations with estimated restoration/removal costs Tess than or equal to $2000.00. District Maintenance Engineer Date: n. The Department reserves its right to cause the Agency to relocate or remove the Project, in the Department's sole discretion, and at the Agency's sole cost. 625-010-10 ROADWAY DESIGN OGC - 08/17 Page 4 of 12 5. INDEMNITY AND INSURANCE. a. The Agency agrees to include the following indemnification in all contracts with contractors, subcontractors, consultants, and subconsultants, who perform work in connection with this Agreement: "The contractor/ subcontractor/ consultant/ subconsultant shall indemnify, defend, save and hold harmless the State of Florida, Department of Transportation and all of its officers, agents or employees from all suits, actions, claims, demands, liability of any nature whatsoever arising out of, because of, or due to any negligent act or occurrence of omission or commission of the contractor/ subcontractor/ consultant/ subconsultant, its officers, agents or employees." b. The Agency shall carry or cause its contractor/ subcontractor/ consultant/ subconsultant to carry and keep in force during the period of this Agreement a general liability insurance policy or policies with a company or companies authorized to do business in Florida, affording public liability insurance with combined bodily injury limits of at least $1,000,000 per person and $5,000,000 each occurrence, and property damage insurance of at least $100,000 each occurrence, for the services to be rendered in accordance with this Agreement. Additionally, the Agency or its contractor/ subcontractor/ consultant/subconsultant shall cause the Department to be an additional insured party on the policy or policies, and shall provide the Department with certificates documenting that the required insurance coverage is in place and effective. In addition to any other forms of insurance or bonds required under the terms of the Agreement, when it includes construction within the limits of a railroad right-of-way, the Agency must provide or cause its contractor to obtain the appropriate rail permits and provide insurance coverage in accordance with Section 7-13 of the Department's current Standard Specifications for Road and Bridge Construction, as amended. c. The Agency shall also carry or cause its contractor/ subcontractor/ consultant/ subconsultant to carry and keep in force Worker's Compensation insurance as required by the State of Florida under the Worker's Compensation Law. 6. NOTICES. All notices pertaining to this Agreement are in effect upon receipt by either Party, shall be in writing, and shall be transmitted either by personal hand delivery; United States Post Office, return receipt requested; or, ovemight express mail delivery. E-mail and facsimile may be used if the notice is also transmitted by one of the preceding forms of delivery. The addresses set forth below for the respective parties shall be the places where notices shall be sent, unless prior written notice of change of address is given. STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION DISTRICT 7 PROGRAM MANAGER Chris Gregory. Pinellas Maintenance Unit Permits Administrator 5211 llimertnn Roar t Clearwater, FL 3376O Phone: (727) 575-8310 Fax: City of Clearwater COUNTY [OR CITY], FLORIDA Tara Kivett, P.E. - City Engineer, Public Works Email: Tara.KivettAmyclearwater.com Phone: 727-444-8202 Fax: 625-010-10 ROADWAY DESIGN OGC - 08/17 Page 5 of 12 7. TERMINATION OF AGREEMENT. The Department may terminate this Agreement upon no less than thirty (30) days notice in writing delivered by certified mail, return receipt requested, or in person with proof of delivery. The Agency waives any equitable claims or defenses in connection with termination of the Agreement by the Department pursuant to this Paragraph 7. 8. LEGAL REQUIREMENTS. a. This Agreement is executed and entered into in the State of Florida and will be construed, performed, and enforced in all respects in strict conformity with local, state, and federal laws, rules, and regulations. Any and all litigation arising under this Agreement shall be brought in a state court of appropriate jurisdiction in Leon County, Florida, applying Florida law. b. If any term or provision of the Agreement is found to be illegal or unenforceable, the remainder of the Agreement will remain in full force and effect and such term or provision will be deemed stricken. c. The Agency shall allow public access to all documents, papers, letters, or other material subject to the provisions of Chapter 119, Florida Statutes, and made or received by the Agency in conjunction with this Agreement. Failure by the Agency to grant such public access shall be grounds for immediate unilateral cancellation of this Agreement by the Department. d. The Agency and the Department agree that the Agency, its employees, contractors, subcontractors, consultants, and subconsultants are not agents of the Department as a result of this Agreement. e. The Agency shall not cause any liens or encumbrances to attach to any portion of the Department's right- of-way. 9. PUBLIC ENTITY CRIME. The Agency affirms that it is aware of the provisions of Section 287.133(2)(a), Florida Statutes. A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a contractor, 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, Florida Statutes, for CATEGORY TWO for a period of thirty six (36) months from the date of being placed on the convicted vendor list. The Agency agrees that it shall not violate Section 287.133(2)(a), Florida Statutes, and further acknowledges and agrees that any conviction during the term of this Agreement may result in the termination of this Agreement. 10. UNAUTHORIZED ALIENS. The Department will consider the employment of unauthorized aliens, by any contractor or subcontractor, as described by Section 274A(e) of the Immigration and Nationalization Act, cause for termination of this Agreement. 11. NON-DISCRIMINATION. The Agency will not discriminate against any employee employed in the performance of this Agreement, or against any applicant for employment because of age, ethnicity, race, religious belief, disability, national origin, or sex. The Agency shall provide a harassment -free workplace, with any allegation of harassment given priority attention and action by management. The Agency shall insert similar provisions in all contracts and subcontracts for services by this Agreement. 12. DISCRIMINATORY VENDOR LIST. The Agency affirms that it is aware of the provisions of Section 287.134(2)(a), Florida Statutes. An entity or affiliate who has been placed on the discriminatory vendor list may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity. The Agency further agrees 625-010-10 ROADWAY DESIGN OGC - 08/17 Page 6 of 12 that it shall not violate Section 287.134(2)(a), Florida Statutes, and acknowledges and agrees that placement on the list during the term of this Agreement may result in the termination of this Agreement. 13. ATTORNEY FEES. Each Party shall bear its own attorney's fees and costs. 14. TRAVEL. There shall be no reimbursement for travel expenses under this Agreement. 15. PRESERVATION OF REMEDIES. No delay or omission to exercise any right, power, or remedy accruing to either Party upon breach or default by either Party under this Agreement, will impair any such right, power or remedy of either party; nor will such delay or omission be construed as a waiver of any breach or default or any similar breach or default. 16. MODIFICATION. This Agreement may not be modified unless done so in a writing executed by both Parties to this Agreement. 17. NON -ASSIGNMENT. The Agency may not assign, sublicense, or otherwise transfer its rights, duties, or obligations under this Agreement without the prior written consent of the Department. Any assignment, sublicense, or transfer occurring without the required prior written approval of the Department will be null and void. The Department will at all times be entitled to assign or transfer its rights, duties, or obligations under this Agreement to another governmental agency in the State of Florida, upon giving prior written notice to the Agency. In the event that the Department approves transfer of the Agency's obligations, the Agency remains responsible for all work performed and all expenses incurred in connection with this Agreement. 18. BINDING AGREEMENT. This Agreement is binding upon and inures to the benefit of the Parties and their respective successors and assigns. Nothing in this Agreement is intended to confer any rights, privileges, benefits, obligations, or remedies upon any other person or entity except as expressly provided for in this Agreement. 19. INTERPRETATION. No term or provision of this Agreement shall be interpreted for or against any party because that party or that party's legal representative drafted the provision. 20. ENTIRE AGREEMENT. This Agreement, together with the attached exhibits and documents made a part by reference, embodies the entire agreement of the Parties. There are no provisions, terms, conditions, or obligations other than those contained in this Agreement. This Agreement supersedes all previous communication, representation, or agreement, either verbal or written, between the Parties. No amendment will be effective unless reduced to writing and signed by an authorized officer of the Agency and the authorized officer of the Department or his/her delegate. 21. DUPLICATE ORIGINALS. This Agreement may be executed in duplicate originals. The remainder of this page is intentionally left blank. Docusign Envelope ID: FB37728F-FD15-4ADE-84F5-D2C7279508AB Section No. 15040000 CAFA No. AGENCY City of Clearwater Public Works Department By: See ck4aci Slha-fv(e po9P Print Name: Tara Kivett, P.E. Title: City Engineer As approved by the Council, Board, or Commission on: Attest: Legal Review: City or County Attorney DEPARTMENT State of Florida, Department of Transportation By: Print Name: Title: Date: Legal Review: 625-010-10 ROADWAY DESIGN OGC - 08/17 Page 7 of 12 Countersigned: Bruce Rector Mayor App oved as to form: Jerro•' mpson Seno Assistant City Attorney CITY OF CLEARWATER, FLORIDA By: Attest: 6\S\ Jennife oirrier City Manager Rosemarie CaII City Clerk Section No. 15040000 EXHIBIT "A" PROJECT DESCRIPTION I. SCOPE OF SERVICES CAFA No. 625-010-10 ROADWAY DESIGN OGC - 08/17 Page 8 of 12 As part of Department construction project 437498-1-52-01, SR 60 (Courtney Campbell) Pedestrian Overpass from Courtney Campbell Trail to Bayshore Trail, the City of Clearwater is funding aesthetic elements and lighting to be installed as part of the bridge construction. The design of the bridge and accompanying aesthetic elements were prepared by Kisinger Campo & Associates Corp. and WGI, Inc. under a contract with the Department. The construction will be completed under a Department contract. The City of Clearwater selected the concept for the aesthetics and has provided the Department $750,000 toward the construction of the aesthetic elements and lighting. The City of Clearwater will be responsible for their maintenance following final completion of the project. Aesthetic elements on the bridge include: truss framing, cladding, wire mesh, decorative panels, canopy, overlook, handrails, garbage receptacles, benches, and bicycle racks in accordance with the attached Architectural component plans prepared by Eric Luttmann, AIA, Architect 97111 and dated March 4, 2024 that are part of the overall project plan set for 437498-1-52-01. II. PROJECT PLANS Project installation is authorized in accordance with the attached Architectural component plans prepared by Eric Luttmann, AIA, Architect 97111 and dated March 4, 2024 that are part of the overall project plan set for 437498-1-52-01. INDEX OF ARCHITECTURAL PLANS SHFFT TYPE SHFFT NO_ SHFFT NAME GENERAL GENERAL GENERAL A-01 A-02 A-03 STRUCTURAL A-04 STRUCTURAL A-05 STRUCTURAL A-06 STRUCTURAL A-07 STRUCTURAL A-08 STRUCTURAL A-09 STRUCTURAL A-10 STRUCTURAL A-11 STRUCTURAL .4-12 STRUCTURAL .4-13 STRUCTURAL .4-14 STRUCTURAL .4-15 STRUCTURAL .4-16 STRUCTURAL .4-17 STRUCTURAL .4-18 STRUCTURAL A-19 STRUCTURAL A-20 STRUCTURAL A-21 STRUCTURAL A-22 STRUCTURAL .4-23 ARCHITECTURAL A-20 ARCHITECTURAL .4-25 ARCHITECTURAL A-26 ARCHITECTURAL 0-27 ARCHITECTURAL A-28 ARCHITECTURAL .4-29 ARCHITECTURAL A-30 ARCHITECTURAL A-31 ARCHITECTURAL A-32 ARCHITECTURAL A-33 ARCHITECTURAL A-34 ARCHITECTURAL A-35 ARCHITECTURAL A-36 ARCHITECTURAL A-37 ARCHITECTURAL A-38 ARCHITECTURAL .4-39 ARCHITECTURAL A-40 ELECTRICAL A-41 ELECTRICAL A-42 ELECTRICAL A-43 ELECTRICAL A-04 ELECTRICAL A-45 ELECTRICAL A-46 ELECTRICAL 0-47 ELECTRICAL A-48 TOTAL SHEETS: 48 KEY SHEET SIGNATURE SHEET GENERAL NOTES STRUCTURAL NOTES OVERALL BRIDGE PLAN BRIDGE DECK LEVEL (50 - BRIDGE (1) 150 - BRIDGE (2) BRIDGE TOP OF TRUSS (1) BRIDGE TOP OF TRUSS (2) BRIDGE ELEVATIONS (1) BRIDGE ELEVATIONS (2) BRIDGE ELEVATIONS (3) BRIDGE ELEVATIONS (4) I50 - BRIDGE CANOPY BRIDGE CANOPY (1) BRIDGE CANOPY (2) STEEL TRUSS DETAILS (1) STEEL TRUSS DETAILS (2) STEEL TRUSS DETAILS (3) STEEL TRUSS DETAILS (4) STEEL TRUSS DETAILS (5) OVERLOOK CONNECTION DETAILS OVERALL SITE PLAN FLOOR PLAN ROOF PLAN ENLARGED ROOF PLAN OVERALL ELEVATIONS OVERLOOK ELEVATIONS OVERPASS ENLARGED ELEVATION (1) OVERPASS ENLARGED ELEVATION (2) OVERPASS ENLARGED ELEVATION (3) ENCLOSURE MATERIALS (1) ENCLOSURE MATERIALS (2) SECTIONS ENLARGED PLANS DETAILS (1) DETAILS (2) DETAILS (3) PERSPECTIVES STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ARCHITECTURAL PLANS FINANCIAL PROJECT ID 437498-1-52-02 FINANCIAL PROJECT ID 437498-1-52-01 (FEDERAL FUNDS) PINELLAS COUNTY (15040) SR 60 (CCAMPBELL) PEDESTRIAN OVERPASS FROM CCAMPBELL TRAIL TO BAYSHORE TRAIL ELECTRICAL GENERAL NOTES, SYMBOL LEGEND AND LUMINAIRE SCHEDULE LUMINAIRE SCHEDULE AND CUT SHEETS ELECTRICAL PLAN OVERPASS ELEVATIONS - LIGHTING PHOTOMETRIC PLAN ELECTRICAL RISER DIAGRAM ELECTRICAL DETAILS (1) ELECTRICAL DETAILS (2) PROJECT LOCATION d AUT 4,44 14,14 *04 \ i) POPCE SIGNED AND SEALED UNDER ARCHITECTURAL PLANS ARCHITECT OF RECORD: ERIC LUTTMANN, ATA LICENSE NUMBER AR 97111 WUI, INC. 3111 W. DR. MARTIN LUTHER KING JR. BLVD. SUITE 375 TAMPA, FL 33607 VENDOR 60. F650271367001 FDOT PROJECT MANAGER: DINYAR SHARIFABAD, PE CONSTRUCTION DOCUMENTS MARCH 2024 CONSTRUCTION CONTRACT NO. FISCAL YEAR DWG NO. SHEET NO. T7532 24 AG -000 A-01 ECTRONIC FILE DIG THE OFFICIAL RECORD OF THIS SHE `, THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY ,,Q „�LI��4T4 �,,' B. THIS ITEM HAS BEEN DIGITALLY ,,,`,�,��C T�/q F4,',' SIGNED AND SEALED BY '•I.HS \\ __• 0 F X11 `��o HER , q %.. , ,A 4, N, ,,• E NSF•. .6. '"• `OT'r�..At ,.• pQj•: `,‘G O • k m G 41...!,0 / h: .1. '..y ON THE DATE ADJACENT TO THE SEAL �:c.:\A�GENS�c•':cO,Q� ...::-..• .Z�J No. 76797 i Oy =U7 ON THE DATE ADJACENT TO THE SEAL ;,......p, �' No 40858 ;2�� ON THE DATE ADJACENT TO THE SEAL N C - PRINTED COPIES OF THIS DOCUMENT ARE *S PRINTED COPIES OF THIS DOCUMENT ARE PRINTED COPIES OF THIS DOCUMENT ARE /.--/ NOT CONSIDERED SIGN AND SEALED %•a '4 . NOT CONSIDERED SIGN AND SEALED '0• STATE OF 'cr NOT CONSIDERED SIGN AND SEALED '.•• (n AR97111 ;' V� AND THE SIGNATURE MUST BE VERIFIED STATE OF S13 %. :(U, AND THE SIGNATURE MUST BE VERIFIED COPIES. •{(�, + : AND THE SIGNATURE MUST BE VERIFIED ' ON ANY ELECTRONIC COPIES. �••G1 ' �� ON ANY ELECTRONIC COPIES. ON ANY ELECTRONIC , � L( P ,., �t‘ V \`� � WGI, INC. I S• .OR•10P`\' WGI. INC. %%.< .R..1..0, %%••WGI, INC. ,..........43.......... 1R. \\... LUTTMANN. N5, AMPA, FL j 3607JR BLVD, ,��I��QNA; '\;,,�,` 2035 VISTA PARKWAY WEST PALM CHRISTOPHER BEACH, F FL 33 P.E. NO. ]6797 \ BLVD, SUI3111 W. TE 375, TAMPA, FL 33607TIN LUTHER KING 1 ....... ROBERT C. ANSTON P.E. NO. 40858 THE ABOVE NAMED REGISTERED ARCHITECT SHALL BE RESPONSIBLE FOR THE FOLLOWING THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 6IG/-16.005, F.A.C. SHEETS IN ACCORDANCE WITH RULE 61075-23.004, F.A.C. SHEETS IN ACCORDANCE WITH RULE 61015-23.004, FAC. SHEET TYPE SHFFT N2 SHFFT NAME SHEET TYPE SHEET NO SHEET NAME SHFFT TYPE SHFFT NQ• SHEET NAME GENERAL KEY SHEET GENERAL A-02 SIGNATURE SHEET GENERAL A-02 SIGNATURE SHEET A-01 GENERAL A-02 SIGNATURE SHEET GENERAL A-03 GENERAL NOTES STRUCTURAL A-04 STRUCTURAL NOTES • ELECTRICAL A-41 ELECTRICAL GENERAL NOTES, SYMBOL LEGEND AND STRUCTURAL A-05 OVERALL BRIDGE PLAN LUMINAIRE SCHEDULE ARCHITECTURAL A-24 OVERALL SITE PLAN STRUCTURAL A-06 BRIDGE DECK LEVEL ELECTRICAL A-42 LUMINAIRE SCHEDULE AND CUT SHEETS ARCHITECTURAL A-25 FLOOR PLAN STRUCTURAL A-07 ISO - BRIDGE (1) ELECTRICAL A-43 ELECTRICAL PLAN ARCHITECTURAL A-26 ROOF PLAN STRUCTURAL A-08 ISO - BRIDGE (2) ELECTRICAL A-44 OVERPASS ELEVATIONS - LIGHTING ARCHITECTURAL A-27 ENLARGED ROOF PLAN STRUCTURAL A-09 BRIDGE TOP OF TRUSS (11 ELECTRICAL A-45 PHOTOMETRIC PLAN ARCHITECTURAL A-28 OVERALL ELEVATIONS STRUCTURAL A-10 BRIDGE TOP OF TRUSS (2) ELECTRICAL A-46 ELECTRICAL RISER DIAGRAM ARCHITECTURAL A-29 OVERLOOK ELEVATIONS STRUCTURAL A-11 BRIDGE ELEVATIONS (1) ELECTRICAL A-47 ELECTRICAL DETAILS (I) ARCHITECTURAL A-30 OVERPASS ENLARGED ELEVATION (I) STRUCTURAL A-I2 BRIDGE ELEVATIONS (21 ELECTRICAL A-4B ELECTRICAL DETAILS (21 ARCHITECTURAL A-3I OVERPASS ENLARGED ELEVATION (2) STRUCTURAL A-13 BRIDGE ELEVATIONS (3) ARCHITECTURAL A-32 OVERPASS ENLARGED ELEVATION (3) STRUCTURAL A-14 BRIDGE ELEVATIONS (4) ARCHITECTURAL A-33 ENCLOSURE MATERIALS (I) STRUCTURAL A-15 ISO - BRIDGE CANOPY ARCHITECTURAL A-34 ENCLOSURE MATERIALS (2) STRUCTURAL A-I6 BRIDGE CANOPY (I) ARCHITECTURAL A-35 SECTIONS STRUCTURAL A-17 BRIDGE CANOPY (2) ARCHITECTURAL A-36 ENLARGED PLANS STRUCTURAL A-IB STEEL TRUSS DETAILS (Il ARCHITECTURAL A-37 DETAILS (I) STRUCTURAL A-19 STEEL TRUSS DETAILS (2) ARCHITECTURAL A-38 DETAILS (2) STRUCTURAL A-20 STEEL TRUSS DETAILS (3) ARCHITECTURAL A-39 DETAILS (3) STRUCTURAL A-2I STEEL TRUSS DETAILS (4) ARCHITECTURAL A-40 PERSPECTIVES STRUCTURAL A-22 STEEL TRUSS DETAILS (5) STRUCTURAL A-23 OVERLOOK CONNECTION DETAILS No. I Date I Issue / RCCLRIOn ER/CLUTTMANN, A/A STATE OF FLORIDA DWG NO. NW, INC 3111 N. OR MARTIN LUTHER KING JR BLVD. SU/TE 375 DEPARTMKVTOFTRANSPORTATION SIGNATURE SHEET SIGNATURE SHEET ROAD N0. COUNTY FINANCIAL PROJECT ID SHEET NO, TAMPA, FL 33607 SR 60 PINELLAS 437498-1-52-02 A-02 ARCH/TELT BUS/NESS L/CENSE N0: A426003270 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED SYMBOLS LEGEND ON BUILDING CODES LIST GENERAL NOTES IN THIS IN THE PROVISIONS OF ALL OFALL AND AS FRAMING TYP. PURPOSES DUE TO SEE SHEETS FOR SPECIFIC SYMBOLS DRAWING NUMBERDRAWING NUMBER SEQUENCE LOCATION / SHEET DISCIPLINE / DRAWING PRAYING NUMBER TYPE TYPE �7, GR/Of COOP COMPIIANTE ALL WORK SHAIL RE PERFORMED /N STRICT ACCORDANCE WITH 1, ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE CODES AS LISTED SET, 2. IN SOME CASES, THE REQUIREMENTS SET FORTH CONSTRUCTION DRAWINGS AND TECHNICAL SPECIAL EXCEED THE MINIMUM REOUIREMENTS OF THE CODE. 3. COORDINATE THE SEQUENCING AND EXECUTION TRADES IN STRICT CONFORMANCE WITH THE REQUIREMENTS CONSTRUCTION DRAWINGS AND CONTRACT DOCUMENTS. 4. PROTECT THE PUBLIC FROM CONSTRUCTION ACTIVITIES PROVIDE. FTAS PUBLIC CONSTRUCTIONTRSITE. 5. PERFORM ALL WORK WITH STRICT ADHERENCE TO MANUFACTURERS' STANDARD INSTALLATION INSTRUCTIONS, WELL AS PER ENGINEERED SYSTEM/ASSEMBLY OR APPLICABLE PRODUCT APPROVAL. 6. ASSURE MATERIALS AND SYSTEMS COMPATIBILITY THROUGHOUT, TYPICAL. 7. PROVIDE MEANS AND METHODS TO ELIMINATE CONTACT BETWEEN DISSIMILAR METALS CAUSING GALVANIC CORROSION, TYPICAL. B. PROVIDE RECOMMENDED ARCHITECTURAL STEEL SPLICE LOCATIONS FOR MULTI -DISCIPLINARY REVIEW. 9. REFER TO ALL PLANS AND OTHER CONTRACT DOCUMENTS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION, 10. ALL 30 IMAGES ARE SHOWN FOR ILLUSTRATIVE ONLY. THEY ARE NOT INTENDED FOR USE IN CONSTRUCTION AND DETAILING OF THE PROJECT. II. THE SCALE OF THESE PLANS MAY HAVE CHANGED REPRODUCTION. THE F011OWING CODES; 2023 - STANDARDS 2023 - ENERGY 2023 - ACCESSIBILITY EDITION (2023). TO NEPA I AND AS REQUIRED BY DOCUMENTS FROM INFORMATION, TYP. - FLORIDA BUILDING CODE 8TH EDITION. INCLUDING CHAPTER 35 REFERENCED - FLORIDA BUILDING CODE 8TH EDITION, CONSERVATION - FLORIDA BUILDING CODE 8TH EDITION, FLORIDA FIRE PREVENTION CODE - 8TH INCLUDING FLORIDA SPECIFIC AMENDMENTS THEA U101.H AND HAVE ANY LOCAL AMENDMENTS THE AUTHORITY HAVING JURISDICTION, REFER TO ALL PLANS AND OTHER CONTRACT OTHER DISCIPLINES FOR ADDITIONAL CODE A _ ED NORTH �RC�'I RIWLTNR4/ I 2 4 SHEET ON SHEET WH/CH 3 WHICH ELEVATION ELEVATION IS DRAWN IS DRAWN fXTFRIOR EIEVATION !NT RIOF N FLFVATION REFERFLPF REFERENCE TAR c ONF BUILDING SECTION NUMBER ARROW & TAIL DIRECTION OF INDICATE SECTION SHEET ON WHICH SECTION IS DRAWN WILDING SECTION REFERENCE WALL SECTION NUMBER ARROW & TAIL DIRECTION OF ,cC INDICATE SECTION SHEET ON WHICH SECTION IS DRAWN WALL SECTION I DPTAIL RFFFRENCF DETAIL I /7< NUMBER 1 SECTION ON WHICH I5 DRAWN I 1 I SHEET SECTION OFTAIL CR 'OUT RFFFRFNCF Room Name O WINE/NO TAG (FNTFRI 0-0000 �^'') © V NET SF ROOM TAG WAIT TAP =RSd4 A o o REVISION TAG NOTE TAG FOIIIPNFNT R -OFF LEVE.LVMEQ _ Cl ii( SPOT FIEVATIDN LEVELu _ ALIGN a z N B GRAPHIC SfAli CONTROL JOINT No. I Date I Issue / Revision ER/C LUTTMANN, A/A AR 97111 WG/, /NC 3/I1 W. DR MART/N LUTHER K/N6 JR RICD TA/TE EL TAMPS( fL 33607 ARCHITECT BUS/NESS 1/CENSE N0: A426003274 STATEOFFLORIDA DEPARTMENT OF TRANSPORTATION /'Y L�1L TL`n A T NO'`TE`S GENERAL DWG NO. AG -002 ROAD NO, COUNTY FINANCIAL PROJECT ID SHEET NO. SR 60 PINELLAS 43749B-1-52-02 A-03 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED DFCIT.M ERTERIA I. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO),'LRFD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS" (1ST EDITION). 2. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO),'LRFD BRIDGE DESIGN SPECIFICATION -19TH EDITION). 3. FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (FY 2023-24). 4. LOADING: A. DEAD LOAD: SELF -WEIGHT B. WIND LOAD: DESIGNED WIND LOADS WERE IN ACCORDANCE WITH THE COURTNEY CAMPBELL CAUSEWAY TRAIL WIND CLIMATE AND SITE EXPOSURE REPORT BY RWDI DATED JUNE 16. 2023 (RWDI # 22058891 AND THE COURTNEY CAMPBELL CAUSEWAY TRAIL CLADDING WIND LOAD STUDY REPORT BY RWDI DATED JUNE 16, 2023 (RWDI #2205889). BASED ON SITE SPECIFIC STATISTICAL WIND CLIMATE ANALYSIS A 142 MPH (3 SECOND GUST) IN OPEN TERRAIN WIND SPEED WAS USED IN WIND TUNNEL MODELING. C. FUTURE EXPANSION: NO PROVISION HAVE BEEN MADE FOR FUTURE VERTICAL OR HORIZONTAL EXPANSION OF THE STRUCTURE. BFMFRA, POMC?IBM OBTAIN ALL CONTRACT DOCUMENTS AND LATEST ADDENDA AND SUBMIT SUCH DOCUMENTS TO ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL OF THE SHOP DRAWINGS. 2. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND EXCEPT WHERE SPECIFICALLY SHOWN. DO NOT INDICATE THE MEANS AND METHODS OF CONSTRUCTION. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, SAFETY. OSHA COMPLIANCE, TECHNIQUES, AND SEQUENCES. THE GENERAL CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE QUALITY AND CORRECTNESS OF THE WORK. 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS , ARCHITECTURAL PLANS, AND STRUCTURAL PLANS PREPARED BY KISINGER CAMP & ASSOCIATES CORPORATION (KCA) FOR FOOT FINANCIAL PROJECT ID 437498-1-52-01 AND FOOT FINANCIAL PROJECT ID 437498-1-52-02. 4. ANY REFERENCE TO STRUCTURAL DRAWINGS REFER TO THE STRUCTURAL DRAWINGS PREPARED BY KCA FOR FOOT FINANCIAL PROJECT ID 437498-1-52-01 AND FOOT FINANCIAL PROJECT ID 437498-I-52-02 ANY REFERENCE TO SIGNING AND PAVEMENT MARKING PLANS SHALL REFER TO THE SIGNING AND PAVEMENT MARKING PLANS PERPARED BY COMPREHENSIVE ENGINEERING SERVICES, INC. FOR FOOT FINANCIAL PROJECT ID 437498-1-52-01 AND FOOT FINANCIAL PROJECT ID 437498-I-52-02. 6. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND COORDINATE WITH THE CONTRACT DOCUMENTS AND SHOP DRAWINGS. 7. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION AND FABRICATION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE CONSTRUCTION. 8. THE STRUCTURE HAS BEEN DESIGNED FOR THE LOAD IDENTIFIED WITHIN THESE STRUCTURAL DRAWINGS THAT ARE ANTICIPATED TO BE APPLIED TO THE FINAL STRUCTURE ONCE COMPLETED AND OCCUPIED. DO NOT OVERLOAD THE STRUCTURE DURING CONSTRUCTION. CHECK THE ADEQUACY OF THE STRUCTURE TO SUPPORT ANY APPLIED CONTRUCTION LOADS, INCLUDING THOSE DUE TO CONSTRUCTION VEHICLE OR EQUIPMENT. MATERIAL HANDLING OR STORAGE, SHORING OR RESHORING, OR ANY OTHER CONSTRUCTION ACTIVITY. SUBMIT CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER VERIFYING THE ADEQUACY OF THE STRUCTURE FOR ANY PROPOSED CONSTRUCTION LOADS. ENGAGE A 7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL PERTINENT LOCAL STATE, AND FEDERAL BUILDING REGULATIONS. B. SHOP DRAWINGS: A. REVIEW EACH SUBMITTAL BEFORE FORWARDING TO THE ARCHITECT AND ENGINEER. B. THE ENGINEER OF RECORD'S REVIEW 15 ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND COMPLIANCE WITH THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE SITE: FOR INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION, PROCESSES, OR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION; AND FOR COORDINATION OF THE WORK OF ALL TRADES. THE ENGINEER'S APPROVAL OF A SPECIFIC ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. C. PROVIDE SHIPPING METHODOLOGY; RIGGING, ERECTION. AND INSTALLATION DRAWINGS AND METHODOLOGY; AND SITE ERECTION PHASING, IN ACCORDANCE TO ROADWAY PHASING PLANS, FOR REVIEW. STRUCTURAL STFFI A. STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH ACTH A500, GRADE B FOR HOLLOW SHAPES, ASTM A992 FOR ROLLED SHAPESASTM AS3 GR. B FOR PIPES. AND ASTM A572 GRADE 50 FOR ANGLES AND PLATES UNLESS OTHERWISE NOTED. B. [HARPY V -NOTCH ALL MEMBERS SUBJECTED TO TENSILE STRESSES IDENTIFIED AS MAIN LOAD CARRYING MEMBERS SHALL BE TESTED IN ACCORDANCE WITH SPECIFICATIONS SECTION 962. C. STEEL FABRICATION 1. SHOP ASSEMBLIES ARE REQUIRED IN ACCORDANCE WITH SPECIFICATIONS SECTION 460. D. WELDING 1. PERFORM NON-DESTRUCTIVE TESTING ON WELDS AS REQUIRED BY THE 2020 EDITION OF THE AASHTO/AWS 01.5 BRIDGE WELDING CODE. 2. THE WELD FILLER METAL STRENGTH FOR FILLET WELDS SHALL BE FEXX = 70 KSI. 3. FIELD WELDING TO ANY STRUCTURAL STEEL FOR THE PURPOSE OF ATTACHING ERECTION HARDWARE OR FOR ANCHORING CONDUITS/BOXES FOR BOX LIGHTING SHALL BE FORMALLY SUBMITTED TO THE ENGINEER FOR APPROVAL. E. BOLTED CONNECTIONS ALL BOLTED CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER HIGH STRENGTH BOLTS IN ACCORDANCE WITH ASTM F3125 GRADE A325, TYPE 1 UNLESS OTHERWISE SHOWN. ALL BOLT HOLES SHALL BE BOLT DIAMETER PLUS I/16" DIAMETER UNLESS OTHERWISE SHOWN. THREADS SHALL BE EXCLUDED FROM THE SHEAR PLANE FOR PLATE THICKNESS OF ," OR GREATER ADJACENT TO THE NUT. BOLT HEADS SHALL BE ON THE EXTERIOR/EXPOSED FACE OF THE MEMBERS. ALL FASTENERS FOR ARCHITECTURAL PANELS SHALL BE 1/4" DIAMETER X 2' LONG SELF DRILLING SCREWS IN ACCORDANCE WITH ASTM C1513 F. PAINTING No. I Date I Issue / Revision CHRIS LAFORTE, PE Pm/.ssTonal Engineer- FL (PE76797) NW, INC. 2035 Vista Parkway, West Palen Beach, FL 33411 561.5571220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FNRNCIRL PROJECT ID SR 60 PINELLAS 437498-1-52-02 STRUCTURAL NOTES DWG NO. AS -001 SHEET NO. A-04 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 31015-23.001, FAC. fC CONST. CCC TRAIL STA 17+62.68 = CONST. BAYSHORE TRAIL STA. 30+00.00 ODECK LEVEL PLAN a 4' lr 16' BEGIN BRIDGE CC PIER I STA, 30+10.11 CONCRETE PIER BELOW, SEE STRUCTURAL DRAWINGS NOTE: SEE STRUCTURAL DRAWINGS FOR STATIONING STEEL FRAMING, SEE ENLARGED PLAN, TYP. �```, STEEL FRAMING, SEE ENLARGED PLAN, TYP. $jt';f4WIIWiliII i ®TOP OF TRUSS PLAN �^ a 4' B 16' BEGIN BRIDGE fC PIER 1 STA 30+10.11 NORTH NORTH fL PIER 2 STA. 31+30.63 CONCRETE PIER BELOW, SEE STRUCTURAL DRAWINGS CC PIER 2 STA. 3/+30.63 No. I Date I Issue / Revision CHRIS LAFORTE, PE Prohaal0nal Enpines7-FL (PM767971 14GI, INC. 2035 Mata ParkN2y, Wert Palm Beach, FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT D SR 60 PINELLAS 437498-1-52-02 OVERALL BRIDGE PLAN DWG NO. AS -100 SHEET NO. A-05 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED 8-3 I/8 15'-7 3/8 8-2 5/8 H558x6X3/8 FRAMING, TYP 8-8 847 6'-97/8 CONCRETE WALL AND BRIDGE . DECK, SEE STRUCTURAL DRAWING 8-8 8-8 I 8-8 OBRIDGE DECK LEVEL 1911116 ' 2' 4' B I 8-8 8-0 I 8-6 5/8 IS -7 1/P 8-2 3/P 3- 8-8 8-8 8-8 8-e 18-8 ( PIER 2 STA. 31+30.63 No. I Date I Issue / Revision CHRIS LAPORTE, PE Professional EII nee, -FL (8E76797) RGI, INC. 2035 Neta Patk9ny, West Pe9n Beach, FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-I-52-02 BRIDGE DECK LEVEL DWG NO. AS -101 SHEET NO. A-06 FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61515.23004, F OISOMETRIC VIEW LOOKING NORTHWEST O P 8 16' NORTH OI``SOMETRIC VIEW LOOKING SOUTHEAST f1149•111�� O 4' 8 16' 0 NORTH No. I Date I Issue / Revision CHRIS L4FORTE, PE ~asslon& Eodnaar- FL (PE76797) KW, INC. 2035 VNts Parkway, Wad Palm Beach, FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID 5R 60 PINELLAS 437490-1-52-02 ISO- BRIDGE (I) DWG NO. AS -102 SHEET NO. A-07 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE RI G15-23.004, FAC. 1 ISOMETRIC VIEW LOOKING NORTHEAST 0' 4' P 16' (7, -ISOMETRIC VIEW LOOKING SOUTHWEST 0 4 NORTH NORTH No. I Date Issue / Revision CHRIS LAFORTE, PE P1oNaWooWEndnee7-FL IPE767911 14GI, INC. 2035 Vista Parkvny, West Pin Beat, FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437496-1-52-02 ISO- BRIDGE (2) DWG NO. AS -103 SHEET NO. A-08 ORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGN 10T-0 I/6' NSS9S6X3/B ,— — r-- \ l---- 1 N558X6X3/8 1 4." I b /� I b / a '/:? t0 a `\F\ / @ v, " NS 1'/ n I SHS b�' HS ♦"�/ SHS 4 '11yyp1L olytl)N n`\ l)yyll/Nll'l llyNl'lnN l{l(7I 11P fI �KYSNS 11K }Y '& �oYY SH�m \e ``Sf 'i'% �" h r . 46��.� g ie SHS�m SI t� NM\\nnw\\ //J�/n///N �j\\\X`�1m\ 2, SHS -P. ear _. 555806X3/8 I OTOP TRUSS FRAMING PLAN e E -CT P-1 I/4' 6-P 16'-4 3/P 13-1' I/O -0 1/8' r -P MOTES; 1. CLADDING SUPPORTS AND CLADDING NOT SHOWN FOR CLARITY. SEE 2IAS-104 AND SHEET AS -105 FOR CLADDING SUPPORTS AND CLADDING, RESPECTIVLY. 2. SHS DENOTES WELDED SHOP SPLICE. SHOP SPLICES SHALL BE FULL PENETRATION WELDS ALL AROUND, GROUNDED SMOOTH NORTH I/A7/f/ TATA% WT547.5, rYP. OTOP CLADDING SUPPORT FRAMING PLAN NORTH No. J Date Issue / Revision CHRIS LAFORTE, PE Pmfastlonal Enynes, FL LPE767971 MI, INC. 2035 Nda Parkway, Weal Palm Beach, FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROM NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437490-1-52-02 BRIDGE TOP OF TRUSS (1) DWG NO. AS -104 SHEET NO. A-09 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE SI GI DECORATIVE PANELS. SEE ARCH. DRAWINGS // OTOP CLADDING PLAN 1 NOTE: ANGLES TYPICAL ON SOUTH TRUSS \ /1 /\ /\ /\ /\ NOTE: ANGLES TYPICAL ON NORTH TRUSS NORTH THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE R1 G1S21.004. FAG. No. I Date 1 Issue / Revision CHRIS LAFORTE, PE Professional Engine. -FL (0576797) NCI, INC. 2035 Vista Parkway, West Palm Beach, FL 33411 541.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 BRIDGE TOP OF TRUSS (2) DWG NO. AS -105 SHEET NO. A-10 7'-6 3/9 OPTION TO FORM CURVE USING BUILT-UP SECTION OR ROLLING MEMBER. BUILT UP MEMBER TO MATCH SIZE AND GEOMETRIC PROPERTIES OF WI4X61. 11l'-10 7/8" -0' Cr8-8-11' 8-0' 8-P 17-113/4' 14X61 No IQ =556X6X 8d '"`",Z4 44.117 EIRt 708WM - !l GN4 -D-174;0 CONCRETE PEDESTRIAN BRIDGE, SEE STRUCTURAL DRAWINGS TOP OF BARRIER WALL FI WIN RNRFI'F VMIES IIRFICE VARIES S !1- R7TTNM 050811 16897' 05588613/5 26.908 25.963 H jjO_ H55BX6X3 8- 26.136 EAST ELEVATION 8-I' 17-10 1/4' ;41ASLeaL rHRRDIrwA 11�.167 NOTES. 1. CLADDING SUPPORTS AND CLADDING NOT SHOWN FOR CLARITY. SEE SHEET AS -201 AND AS -202 FOR CLADDING SUPPORTS AND CLADDING, RESPECTIVLY. 2. FS(e) DENOTES EXTERNAL FIELD SPLICE LOCATION AS PER DETAIL 6, AS -404 3. FS(i) DENOTES INTERNAL SPLICE LOCATION AS OWEST ELEVATION ■ — aaaa� IV LLFIR NEGRO 40.5 CONCRETE PEDESTRIAN BRIDGE, SEE STRUCTURAL DRAWINGS —_EI50SH 9,6,47E VAIIIES IL -BOTTOM ('6.8HORN97' .l 2 NQTES: 1. CLADDING SUPPORTS AND CLADDING NOT SHOWN FOR CLARITY, SEE SHEET A5-201 AND A5-202 FOR CLADDING SUPPORTS AND CLADDING, RESPECT IVLY. 2. FS(e) DENOTES EXTERNAL FIELD SPLICE LOCATION AS PER DETAIL 6, AS -404 3. ES(i) DENOTES INTERNAL SPLICE LOCATION AS PER DETAIL 7, AS -404 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE GI G1SZ1.004, FAG. No. Date I Issue / Revision CHRIS LAFORTE, PE Professional Engineer • FL (PE78797) WV, INC. 2035 VHta Parkway, West Palen Beach, FL 33411 581.6872220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT D SR 60 PINELLAS 437498-1-52-02 BRIDGE ELEVATIONS (I) DWG NO. AS -200 SHEET NO. A-11 0.548 E_. VA91E5�ppy 16 B9Y T 1Y 47.� F40 TOF FHURS.WGHPIUf. 00 1 INICITI°NatAilk r1.10111111— , \ MEM MU 111.110/1WITE _digUlallif I NOTE: CALLOUTS PROVIDED FOR CLADDING -' SUPPORT FRAMING ONLY, SEE SHEET A5-200 FOR STRUCTURAL FRAMING 1LABTR REAR 50350 L8X40I/2, TSP. OEAST CLADDING SUPPORT FRAMING ELEVATION 4 J� f4/0.5FA4R0 HFIGUL-__—__—__— -----' I5 Polish SIIRFLLE Y VARIES L8X4X1/2, TYP. ]IRRYH 50.REAR rl 350 a�..111111111 w swasiz Nwsw wow BF" um sun mann lir _�`—� 2d.I6MMI WR �0II8Y_CHOBDne — NOTE: CALLOUTS PROVIDED FOR CLADDING SUPPORT FRAMING ONLY, SEE SHEET A5-200 FOR STRUCTURAL FRAMING. OWEST CLADDING SUPPORT FRAMING ELEVATION __ELSE TAEGU alaigGVOLE-0-00 rl cd8 RESORT 40340 r3RLSE SURFACE 0 VARIES ASE DCIIU .LtlORO td6'POINT h 24.167 Y �__—__—__I1EJB HFIGH7 A 40.549 Y RURF4/F ENSUES �- 2089T No. I Date I Issue / Revision CHRIS LAFORTE, PE Professional Engineer -FL (PE76787) MGI, INC. 2035 Meta Paknay, West Palm Beach, FL 33411 561.667.2120 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 BRIDGE ELEVATIONS (2) DWG NO. AS -201 SHEET NO. A-12 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGEIALLY SIGNED AND SEALED UNDER RULE 81 f10.519IFAR RFIGH! VMIESFINISH ""'"E f6.89l R7OTTON "wan - DECORATIVE 1 DECORATIVE PANELS, SEE ARCHITECTURAL DRAWINGS OEAST CLADDING ELEVATIONS Ir DECORATIVE PANELS, SEE ARCHITECTURAL DRAWINGS ®WEST CLADDING ELEVATIONS If I1E10 HF1110 10509 FINISH NIRENF VARIES No, I Date I Issue / Revision CHRIS LAFORTE, PE Professional Engineer -FL (PE76797) WGI, INC. 2035 Vika Parkway, Went Pape Beach, EL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID 5R 60 PINELLAS 437096-1-52-02 BRIDGE ELEVATIONS (3) DWG NO. AS -202 SHEET NO. A-13 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 81G15-23.000, T-8 7/r H558X6I3/8 OPARTIAL FRAMING ELEVATION 0' 1' 2' 4• I`` 15586613/8 ®PARTIAL FRAMING ELEi'AION 0' 1' 7 4' L8X4XI/2 (LLV) OPARTIAL CLADDING SUPPORT ELEVATION 0' I' r 4 L8X4XI/2 (LLV) .1*\!N OPARTIAL CLADDING SUPPORT ELEVATION 0' 1' 2' OPARTIAL CLADDING ELEVATION 0' I' 2' 4' DECORATIVE PANELS, SEE ARCHITECTURAL DRAWINGS. (--",-PARTIAL CLADDING ELEVATION 0' I' z DECORATIVE PANELS, SEE ARCHITECTURAL DRAWINGS. No. Date I Issue / Revision CHRIS LAPORTE, PE Professional Engina.T- FL (PE76797) MI, INC. 2035 Vide Parkway, Wed Pella Beech, FL 33411 581.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498 -I -S2-02 BRIDGE ELEVATIONS (4) DWG NO. AS -203 SHEET NO. A-14 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 81DI 5-23.004, F No. I Date 0 OCANOPY ISOMETRIC VIEW LOOKING NORTHWEST NORTH OCANOPY ISOMETRIC VIEW LOOKING SOUTHEAST NORTH 0' 4' S 76' @CANOPY ISOMETRIC VIEW LOOKING NORTHEAST NORTH O. 4' 6• 16' OCANOPY ISOMETRIC VIEW LOOKING SOUTHWEST NORTH 0 4' e' 16' Issue / Revision CHRIS LAPORTE, FE Professional Encinssr- FL 0E767971 14GI. INC. 2035 %da Parkv2y, We Pun Beadi, FL 33411 561.887.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 ISO- BRIDGE CANOPY DWG NO. AS -300 SHEET NO. A-15 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15- NOTE, SEE STRUCTURAL DRAWINGS FOR TOP OF COLUMN BEARING ELEVATIONS 48412 27-9. E PIER 10 PIER 0 . FIN SH DECK E EVAT ON EE 'STRUCTURAL DRAWINGS . • , . •• CONCRETE DECK, SEE STRUCTURAL DRAWINGS 17 COL 42321' BEGIN BRIDGE E PIER STA 30-1I011 TIM PIER 11 PIER II 48.180 )_CANOPY DECK LEVEL 0 4' 8' 16' 42225 9 NORTH °CANOPY CLADDING PLAN 48 4' 8' 16' No. I Date I Issue / Revision NORTH DECORATIVE PANELS, SEE ARCHITECTURAL DRAWINGS NOTE: ALL DINENSIONS ARE IN THE HORIZONTAL PLANE. BOTFS: 1. CLADDING SUPPORTS AND CLADDING NOT SHOWN FOR CLARITY. SEE PLAN VIEW 3 AND 4 (THIS SHEET) FOR CLADDING SUPPORTS AND CLADDING, RESPECTIVLY. 1. ALL DIMENSIONS ARE IN THE HORIZONTAL PLANE, A(S 101 O 5 6 A442°T HSS6X4XI/2 IM. HS56X4X 1/2 4e) AS -302 • r"is 610TFs2 I. CALLOUTS PROVIDED FOR CLADDING SUPPORT FRAMING ONLY. SEE PLAN VIEW 2 (THIS SHEET) FOR STRUCTURAL FRAMING. 2. ALL DIMENSIONS ARE IN THE HORIZONTAL PLANE, @CANOPY FRAMING PLAN B' 16' NORTH 74 7/r lie OCANOPY CLADDING SUPPORT PLAN 0 A' P 16' 9 NORTH CHRIS LAPORTE, PE Professional &kin., FL (PE7679 7) Bell, INC 2035 Vlsta Parkway, West Palm Beath, FL 33411 561.1337.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FRUINCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 BRIDGE CANOPY (1) DWG NO. AS -301 SHEET NO. A-16 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE el GI5-23.004. FAC. OSOUTH ELEVATION C 4' a 16• ONORTH ELEVATION a 4' 8' 16' No. I Date IIssue / Revision 2 EAST ELEVATION a 4' 8' IIVNIRENr; BES 16' HSS6x0.375 BRACES, TYP. 10 -INCH PIPE XS COLUMNS, TYP. 1111511,=7,0 OWEST ELEVATION 0' 4' B 16' H556x0.375 BRACES, TYP. FINISH UIREA(ES 415 VARIEY 10 -INCH PIPE XS COLUMNS, TYP. CHRIS LAPORTE, PE Professional Engineer -FL (PE76797) KG!, INC. 2035 Nike Parkway, West Palm 86.606, FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 BRIDGE CANOPY(2) DWG NO. AS -302 SHEET NO. A-17 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED H5S8X6X3/8 AT DIFFERENT ANGLE, REF. PLAN s'* ur &ENLARGED DETAIL H55BX6X3/8, TYP. 3/8" WELDED CAP PLATE HSS8X6X3/8, TYP. ®ENLARGED DETAIL H558X6X3/B. TIP. HSS8X6X3/8, TIP. 3/8' WELDED CPP PLATE G ENLARGED DETAIL H558X6X3/8, TYP. 11 ENLARGED DETAIL OENLARGED DETAIL ,R 3/8" WELDED CAP PLATE HSS8X6X3/8, TYP. 12 ENLARGED DETAIL HES8X6X3/8 W14X61 3 ENLARGED DETAIL PL 3/4'XICPXT-Ie W/ (4) 3/419 BOLTS OENLARGED DETAIL HS58X6X3/8 PL 3/4"XIO"XF-0. W/ (4) 3/4"B BOLTS W14X61 13ENLARGED DETAIL H558X6X3/8 l \J P PL 3/4710'111" -Gr W/ igiiimm. CF: (4) 3/9"B BOLTS \\71 W14X61 OENLARGED DETAIL 0.1 HSSBX6X3/8, TYP. OENLARGED DETAIL HSS8X6X3/8 H558X6X3/8 PL 3/4"X10.X I'-7 WI (4) 3/4"O BOL HSS8X6X3/8, TIP. W14X61 PL 3/4"X6"X8" BEYOND .111L" [ 1 W/ (4) B , .I� 2���a� BO '�''` TS a1i I 14 ENLARGED DETAIL H556X6X3/8 BEYOND HSS8X6X3/8 HSS8X6X3/8, TYP. OENLARGED DETAIL HSS8X6X3/8, TYP. 1/2" STIFFENER PLATE 1D ENLARGED DETAIL No. Date I Issue / Revision CHRIS LAPORTE, PE Professional apart -FL (PG75797) WGI, INC. 2035 Vista Partway, Wert Palm Beach, FL 33411 561.667.1120 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-I-52-02 STEEL TRUSS DETAILS (1) DWG NO. AS -4D0 SHEET NO. A-18 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 8 OENLARGED DETAIL ®ENLARGED DETAIL 11 ENLARGED DETAIL No. I Date H55BX6X3/8, TYP. Z ENLARGED DETAIL 05580603/8 e4 .rirr 11 �I Iw PL 3/4"XIO"XI'-40 W/ (41 3/4"0 BOLTS W1406I T ENLARGED DETAIL 17 ENLARGED DETAIL im 05580603/8, TYP. 3 ENLARGED DETAIL a =� W14X61 air WELDED CAP PLATE PL 3/4"X10'XI'-O" W/ (4) 3/4"0 BOLTS H558X6X3/e ®ENLARGED DETAIL PL 3/4"014001\-0. W/ (4) 13 ENLARGED DETAIL H558X603/8. TYP. 4 ENLARGED DETAIL 9 ENLARGED DETAIL 1111 e \110 H5580608 1 1...++Fs�►1. WPM e 05580603/8, TYP, 5 ENLARGED DETAIL IO ENLARGED DETAIL PL 3/4"X6"XB" BEYOND PL 3/4"012"X1'-4" W/ (4) 3/410 BOLTS 05580603/8 /4'X10"01' -O' PL 3r: W/ (4) 3/4.0 BOLTS WldXbl H556X6X3/8 BEYOND I/2" STIFFENER PLATE 14 ENLARGEDENLARGED DETAIL H55806X3/8, TYP. 3/8" WELDED CAP PLATE Issue / Revision CHRIS LAPORTE, PE Professional Engineer -FL (PE78797) KO, INC. 2035 1.400 Parkeey, Wed Peen Beach, FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINNNCU1L PROJECT ID 5R 60 PINELLAS 437498-1-52-02 STEEL TRUSS DETAILS (2) DWG NO. AS -401 SHEET NO. A-19 AND SEALED UNDER RULE 6101 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE 3/8" WELDED CAP PLATE H55BX6X3/8, TYP. OENLARGED DETAIL 115580603/8. TYP. 3/8" WELDED CAP PLATE ()ENLARGED DETAIL HSS8X8X3/8, TYP. OENLARGED DETAIL No. I Dale 55580603/8, TYP. OENLARGED DETAIL H55BX6X3/B T ENLARGED DETAIL EL 3/4"X6"X8" PL 3/4XI7X1'-4" WI (41 314"0 BOLTS i - / PL 3/4"X6"X8" BEYOND IrHSSBX6X3/86X3/B BEYOND PL 3/4"X/0'X1')7 PL 3/4'010"X1'-0" I�I BOLTSW/ (41 3/4"0 W/ (4) 3/4^0 BOLTS H558X6X3/8 PL 3/4"XITXI'-4" W/ (4) 3/4"0 BOLTS EL 3/4'X6"X8" BEYOND �I H5S6X6X3/8 BEYOND antor44V\ 1444 I�' I H5580603/8 3/8" WELDED CAP PLATE 55560603/B BEYOND H5560603/B WI4X61 H55606X3/S PL 3/4"XIO'XI'-T W/ (413/4T BOLTS 55580603/B 11 ENLARGED DETAIL 1/7 STIFFENER PLATE 1/7 STIFFENER PLATE OENLARGED DETAIL 3/8' WELDED CAP PLATE H556X6X3/8 BEYOND 14061 R ENLARGED DETAIL W14061 OENLARGED DETAIL 4 H556X6X3/8 1/2) STIFFENER PLATE OENLARGED DETAIL 3 H558X6X3/B, TYP. 55580603/8 3/B" WELDED CAP PLATE ®ENLARGED DETAIL 55580603/B H5580603/8 BELOW 1/7 STIFFENER PLATE I3 ENLARGED DETAIL 55580603/8 PL 3/4"010"X1'-0" W/ (4) 3/a"B BOLTS 14 ENLARGED DETAIL 10 ENLARGED DETAIL ��- H556X6X3/8 ENLARGED DETAIL amen H5580603/B BELOW gr WELDED CAP PLATE Issue / Revision CHRIS LAPORTE, PE Pn.88188el Engineer- FL IPE767971 WGI, INC. 2035 Vida P.11Wwy, Wed Patin 111ee017, FL 33411 561.687.1220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID 5R 60 PINELLAS 437498-1-51-02 STEEL TRUSS DETAILS (3) DWG NO. AS -402 SHEET NO. A-20 THE OFFICIAL RECORD OF THS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE B HSS8X6X3/8 BELOW 65560603/8 ()ENLARGED DETAIL HSS8X6X3/8 3/8'WELDED CAP PLATE 1111 ;SS 1155606X3/8 3/8" WELDED CAP PLATE HS5806X3/8 3/41. 115580603/8 ()ENLARGED DETAIL 3 1/7 STIFFENER PLATE 6" CLEAR OF H55 MEMBER, EACH SIDE, EACH SIDE OF BEAM OENLARGED DETAIL C.L. OF WF AND RP. 601201603/4 W/ (4) 3/4"0 BOLTS 614061 65560603/8 LLV 80401/2 I- C.L. OF WF AND B.P. ()TYPICAL BASE PLATE - WIDE FLANGE H556-3/400.375 W14)(61 OTUBE TO I -BEAM DETAIL DECORATIVE PANEL, SEE ARCH. DRAWINGS 65580603/8 PL 3/4.010.0r - W/ (4) 3/411 BOLTS /4 1/2" STIFFENER PLATE W14061 /2' STIFFENER PLATE \ v3 I r• PL3/4'06"08" Aar 3 H5560603/8 141 OENLARGED DETAIL P6100140314 W/ (4) 3/4"0 BOLTS H5580603/8 PANEL FASTENER, SEE ARCH. DRAWINGS L80401/2 C.L. OF H55 AND B.P. OTYPICAL BASE PLATE - HSS (15580603/8 H558X6X3/8 PL3/4"06"XB' OENLARGED DETAIL 111 T5X7.5 II TYPICAL Z CHANNEL SECTION H5560603/8 DECORATIVE PANELS, SEE ARCH. DRAWINGS C.L. OF H55 AND B.P. PL10X14X3/4 WI (4) 3/4"0 BOLTS FASTENER. SEE ARCH. DRAWINGS 12 TYPICAL WT CHANNEL SECTION H558X603/8 PL 3/001001'-? W/ (4) 3/00 BOLTS H5560603/8 ®ENLARGED DETAIL C.L. OF H55 AND B.P. ()TYPICAL BASE PLATE - HSS 1-4 1/2" 2' 3/4" PLATE STIFFENER PLATE \I 1155806X3/8 1/ ]/N" R 1 STIFFENER PLATE v� I 1/0 RADIUS EDGE STANDARD HOLES FOR ANCHORS. 566 STRUCTURAL DRAWINGS FOR ANCHOR REQUIREMENTS CONCRETE WALL, SEE STRUCTURAL DRAWINGS r' x 4" NEOPRENE PAD W/ (4) 410 COUNTERSUNK SELF TAPPING SCREWS TOP OF BRIDGE DECK 13 TYPICAL TUBE TO WALL CONNECTION No. J Date 1 Issue / Revision CHRIS LAFORTE, PE Professional Enp'ne8T-FL (6676791) 683!, INC. 2035 8768 P81nry, Waal Pape Beach, FL 33411 561.687.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID 5R 60 PINELLAS 437498-1-52-02 STEEL TRUSS DETAILS (4) DWG NO. AS -403 SHEET NO. A-21 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 81G15-23. HS58X6X3/8 3/4" PLATE 312055 1/7 STIFFENER PLATE 1/7 RADIUS CORNERS SHORT SLOTTED HOLES FOR 3/4"8 ADHESIVE ANCHORS 1/7x 11/7 STIFFENER PLATE OTYPICAL TUBE TO WALL PLAN W14X61 HSSO)I6X3/8 SHORT SLOTTED HOLES FOR 3/418 ADHESIVE ANCHORS. SEE STRUCTURAL DRAWINGS FOR ANCHOR REQUIREMENTS 1/7 CONCRETE WALL BELOW. SEE STRUCTURAL DRAWINGS OTYPICAL W14 TO WALL PLAN. 1/4" KEEPER PLAT HSS TUBE 3/7 CAP PLATE 5/8"04"030" LONG PLATE EACH FACE (2) IV BOLTS EACH FACE, EACH TUBE 1/7 STIFFENER PLATE /4" PLATE 1/7 x 1 1/2" STIFFENER PLATE CONCRETE WALL BELOW, SEE STRUCTURAL DRAWINGS 1/7 RADIUS CORNERS 1/4" KEEPER PLATE 7155 TUBE 5/8"X4"X30" LONG PLATE EACH FACE (2) 1"0 BOLTS EACH FACE NOTE: SUBMIT PROPOSED SPLICE LOCATIONS TO THE E.O.R. FOR REVIEW PRIOR TO FABRICATION. °TYPICAL EXTERNAL 1155 SPLICE DETAIL - FS(e) TTP 1/2" x 1 1/2" STIFFENER PLATE 3/4" PLATE 1/8" RADIUS EDGES CONCRETE WALL, SEE STRUCTURAL DRAWINGS SHORT SLOTTED HOLES FOR 3/4"8 ADHESIVE ANCHORS. SEE STRUCTURAL DRAWINGS FOR ANCHOR REQUIREMENTS 1/7 STIFFENER PLATE MISimmormodiS OTYPICAL TUBE TO WALL ELEVATION WI4X61 3/4" PLATE I/O" RADIUS EDGES CONCRETE WALL, SEE STRUCTURAL DRAWINGS SHORT SLOTTED HOLES FOR 3/4"0 ADHESIVE ANCHORS. SEE STRUCTURAL DRAWINGS FOR ANCHOR REQUIREMENTS ®TYPICAL W14 TO WALL ELEVATION CIC13rO" 3"�3 3'3{3i3T3T S mg,- -- -'I 02"-I- u-. -E"ly HSS TUBE (2) 1"0 BOLTS EACH FACE, EACH TUBE INTERNAL NUTS. TYP NEOPRENE GASKET AROUND H55 WALLS 5/704"03D" LONG PLATE EACH FACE SIVIES 1/7 STIFFENER PLATE r4 ur rrp 1/7 x 1 1/2" STIFFENER PLATE 3/4" PLATE 1/8" RADIUS EDGE SHORT SLOTTED HOLES FOR 3/418 ADHESIVE ANCHORS. SEE STRUCTURAL DRAWINGS FOR ANCHOR REQUIREMENTS 1/2" STIFFENER PLATE 1/2" x 1 1/2" STIFFENER PLATE TACK TY. INTERNAL NUTS, TYP H55 TUBE 5/8"X4"X30" LONG PLATE EACH FACE (2) 1"0 BOLTS EACH FACE, EACH TUBE NEOPRENE GASKET AROUND HSS WALLS NOTE SUBMIT PROPOSED SPLICE LOCATIONS TO THE E.O.R. FOR REVIEW PRIOR TO FABRICATION. °TYPICAL INTERNAL HSS SPLICE DETAIL - FS(i) CONCRETE WALL, SEE STRUCTURAL DRAWINGS ®TYPICAL W14 TO WALL SECTION HSS TUBE, SEE PLAN ' STD. PIPE SIGN. SEE SIGNING AND PAVEMENT MARKING PLANS 1/4" WELDED CAP FINISH SURFACE NOTE SEE SIGNING AND PAVEMENT MARKING PLANS FOR SIGN TYPES, SIZES, AND LOCATIONS. °TYPICAL SIGN CONNECTION DETAIL No. I Dale Issue / Revision CHRIS LAFORTE, PE Piolas5Ion41 EoWnaax- FL )PE767971 ILLI, INC. 2035 Vista Parkway, West Paha Beach, FL 33411 681.887.2220 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 STEEL TRUSS DETAILS (5) DWG NO. AS -404 SHEET NO. A-22 ILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004. FAG. THE OFFICIAL RECORD OF THIS SHEET IS THE ELE 10.75"5 X 3/4" THICK PLATE 10 -INCH PIPE XS COLUMN HSS6X0.375 BRACE BEYOND 3/4" PLATES ()OVERLOOK COLUMN DETAIL 0. 3/4" PLATE (41 5/8"5 THRU BOLTS 10 -INCH PIPE XS COLUMN H556X0.375 BRACE Tve OOVERLOOK BRACE DETAIL OTYPICAL COLUMN PLATE DETAIL O_TYPICAL BRACE TO BEAM DETAIL HSS6x6x1/2 3/4' PLATE (8) 3/411 THOU BOLTS HS56X6XI/2 BEYOND 055 6x0.375 BRACE 10 -INCH PIPE XS 10.75"3 X 3/4" THICK PLATE 3/4" PLATES (21 3'X1'X1/2" BENT PLATES EACH SIDE OF TUBE w/ (2) 3/4"0 THOU BOLTS 3/8" WELDED CAP PLATE HS56X6XI/2 OTYPICAL HSS CORNER CONNECTION ■ C.L. OF PIPE AND B.P. 3/4" BASEPLATE T/ PEDESU. PL3/4XBX12 SEE STRUCTURAL 3/4" PLATES DRAWINGS CONCRETE PEDESTAL, SEE STRUCTURAL DRAWINGS C.L. OF PIPE AND B.P. 11/16"5 STANDARD HOLES FOR 5/8"0 ADHESIVE ANCHORS, SEE STRUCTURAL DRAWINGS TYPICAL OVERLOOK OOVERLOOK COLUMN BASEPLATE DETAIL O CANOPY BASE PLATE SECTION (8) 3/415 THOU BOLTS HSS 6X0.375 BRACE 3/4" PLATE FASTENER. SEE ARCH. DRAWINGS DECORATIVE PANEL, SEE ARCHITECTURAL DRAWINGS HSS 6X601/2 HSS 60601/2 TYPICAL CANOPY OTYPICAL HSS BRACE BASE PLATE DETAIL O CLADDING SUPPORT SECTION (2) 3XX'X1/2" BENT PLATES EACH SIDE OF TUBE W/ (21 3/4"0 THOU BOLTS IO TYPICAL CANOPY TUBE CONNECTION No. No. j Date I Issue / Revision CHRIS LAFORTE, PE Pm/saalonal EnENLa.X- FL (FE767971 NGL INC. 2035 Vida Parkway, Wad Palm Beach. FL 33411 561.887.2710 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-I-52-02 OVERLOOK CONNECTION DETAILS DWG NO. AS -405 SHEET NO. A-23 No. I Date I Issue / Revision EDO OVERALL SITE PLAN 0' zs 50' IDa NOTE.. I. REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION. 2. EXISTING CONDITIONS AERIAL BACKGROUND SHOWN FOR REFERENCE ONLY. ER/C LUITMANN. AIA AR 97111 W6I, /NC 3111 W. OR. MART/N LUTHER K/N6 JR. RICO. SUITE 375 TAMPA FL 33607 ARCHITECT/IRS/NESS LICENSE NO: A426003274 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 OVERALL SITE PLAN DWG NO. AA -100 SHEET NO. A-24 -16.005, F.A. O a a D THIS SHEET IS THE ELECTRONIC FILE DIGIT THE OFFICIAL R THE OFFICIAL RECORD OF THIS SHEET IS THE 1 '• • ', 433, 4101 i • , II i, pi I I 1A} `�f�' ALIGN REACTIVE CONCRETE STAIN WITH MIRRORED WIDE -FLANGE MEMBERS. TYP. 5/// KEYNOTE LEGEND NO. DESCRIPTION _' AII7 AIOB i �_ 6tc � STAIN PLAN A101 A108 CANOPY OVERHEAD, TYP. PAVEMENT STRIPING, TYP. APPLY CONCRETE REACTIVE STAIN CAREFULLY AROUND PAVEMENT STRIPING. REFER TO SIGNING AND PAVEMENT PLANS A128 EXPANSION JOINT, REFER TO KCA STRUCTURAL DRAWINGS A217 BIKE RACK MODEL# CBBR-2CR-SS A336 CAST IN PLACE CONCRETE BENCH, TYP. A503 MCNICHOLS PERFORATED METAL PANEL (MODEL #17I45763)ASSEMBLY WITH INTEGRAL END U -EDGING 14 GAUGE MODEL# 4071440210. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS A504 BRIDGESYRIABICYCLE RAILING, REFER TO KCA DDRAWINGS STRUCTURAL ,• • --_:f-;1 =.ice - ,A503 A118 A504 • • • a 8 �� 6' - 0" FROM CORNER ALIGN REACTIVE CONCRETE WITH CORNERS e FINISH COLOR FOOT LEGEND: COORDINATE ALL REACTIVE STAIN SELECTIONS WITH CITY OF CLEARWATER AND FOR APPROVAL DURING CONSTRUCTION. NATURAL FINISH PER FOOT STANDARD REACTIVE STAIN CONCRETE FINISH COLOR 1 REACTIVE STAIN CONCRETE FINISH COLOR 2 -. OFLOOR O �� B 78 32 No. I Date I Issue / Revision ER/CLUTTMANN. A/ADWG AR 97/11 wc% /NC. 3117 W. OR. MARTIN LUTHER K/N6 JR RICO. 375 TAMPA, FL 33607 ARC'M/TECT BUS/NESS LICENSE NO.: A426003274 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION FLOOR PLAN NO. AA -101 ROAD NO. COUNTY FINANCIAL PROJECT ID SHEET NO SR 60 PINELLAS 437498-1-52-02 A-25 THE OFFICIAL RECORD OF THIS SHEET IS THE LE DIGITALLY SIGNED THE OFFICIAL RECORD OF THIS SHEET IS THE ELEC ( A50AS01 (` •.. 1 ,pEN A OPEN ROOF PLAN KEYNOTE LEGEND NO. DESCRIPTION A501 ARCHITECTURAL EXPOSED STRUCTURAL STEEL (AESS) FRAMING OF G100 GALVANIZED COATING. TYP. FINISH COLOR OF ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE EXPOSED G-100 FINISH OF MATTE CONSISTENCY A503 MCNICHOLS PERFORATED METAL PANEL (MODEL #17145163)ASSEMBLY WITH INTEGRAL END U-EDGING 14 GAUGE MODEL# 4071440110. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS A539 MCNICHOLS WIRE MESH PANEL (MODEL #38231900) WITH INTEGRAL END LI-EDGING 14 GAUGE MODEL# 4080140110. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS •S OPEN ...... .......: �. ._ ........ \ ) A53 A50] ARCHITECTURAL MESH LEGEND: 570015991 17145163) :; MCNICHOLS WIRE MESH (MODEL# 382319001 McNICHOLS EXPANDED METAL (MODEL# MINICHOLS PERFORATED METAL (MODEL# EEi O 0' 8 16 31 No. I Date I Issue / Revision ERIC LUTTMANN. A/ADWG AR 97/71 W6/, /NC. 3/1/ W. OR MART/N LUTHER KING JR BLVD FL SUITE TAMPA. EL 33607 ARCHITECT BUS/NESS LICENSE NO: A41600 274 STATEOFFLORIDA DEPARTMENT OF TRANSPORTATION ROOFPLAN NO. AA-102 ROAD NO. COUNTY FINANCIAL PROJECT ID SHEET NO. SR 60 PINELLAS 437498-1-51-01 A-26 LE DIGITALLY SIGNED THE OFFICIAL RECORD OF THIS SHEET IS THE ELEC A503 MAX PANEL WIDTH = 4.0" COORDINATE PANEL BREAKS TO ALIGN WITH DESIGN INTENT. TYP. A539 A503 A501 EE)0ENLARGED ROOF PLAN a 7 4• B KEYNOTE LEGEND NO. DESCRIPTION A501 ARCHITECTURAL EXPOSED STRUCTURAL STEEL (AESS) FRAMING OF G100 GALVANIZED COATING. TYP. FINISH COLOR OF ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE EXPOSED G-100 FINISH OF MATTE CONSISTENCY A503 MCNICHOLS PERFORATED METAL PANEL (MODEL *17145163)ASSEMBLY WITH INTEGRAL END U -EDGING 14 GAUGE MODEL* 4071440210. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS A539 MCNICHOLS WIRE MESH PANEL (MODEL 638231900) WITH INTEGRAL END U -EDGING 14 GAUGE MODEL* 4080140110. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS IC FILE DIGITALLY SIGNED AND SEALED UNDER RULE ARCHITECTURAL MESH LEGEND' McNICHOLS WIRE MESH (MODEL* 38231900) MrNICHOLS EXPANDED METAL (MODEL* 57001599) ElMoNICHOLS PERFORATED METAL (MODEL*/7145163/ No. 1 Date 1 Issue / Revision ER/Ca/FIR/ANN, A/A AR 977/7 W0/, /NC 3111 W DR MART/N LUTHER KING JR BLVD. SU/rE 375 TAMPA, FL 33607 ARCH/TELT BUS/NESS LICENSE NO.: A425003270 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 ENLARGED ROOF PLAN DWG NO. AA -102.1 SHEET NO A-27 THE OFFICIAL RECORD OF THIS SHEET IS THE a spP oan v�T a sl Or VERLO R OF r siw� KEYNOTE LEGEND NO. DESCRIPTION A131 STANDARD FOOT FIB, REFER TO KCA STRUCTURAL DRAWINGS A132 CHEMICALLY STAINED CONCRETE PIER, REFER TO KCA STRUCTURAL DRAWINGS A217 BIKE RACK MODELS CBBR-ICR-SS A336 CAST IN PLACE CONCRETE BENCH. TYP. I I / 4B -B" _ _ — — — / -�--- }------------ AS01 ARCHITECTURAL EXPOSED STRUCTURAL STEEL(AESH) FRAMING OF CG100HIT GALVANIZED COATING. TYP. FINIS COLOR OF ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE EXPOSED G-700 FINISH OF MATTE CONSISTENCY — —_ ---__-------I _ - •r' 1\ 1 - - --___ - - ,. v t 7•<' T\ r'\IN\r r\r�I gait, IIS 117 _—_---__"---_---_---------"-- ___ -~ \ 'I/,� +L %� \ : _ J ��� � — \ / A217 A336 /! / _—_—_OVRPASS ROOFI� 4C_2 -.-_-_-_ CLEC HEIGHT 4d-0" A504 BRIDGE PEDESTRIAN e1CYCLE RAILING, REFER TO KCA STRUCTURAL DRAWINGS IO REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION. 2. FIELD VERIFY ALL STEEL FRAMING PRIOR TO PANEL FABRICATION AND INSTALLATION. ! ) FINISH SUR FAC�E� _:11i,�p�y `F�y .y,, .. - • �rax� X9®1 :.' 3g ®ELEVATION 1.0111111 a 4' B 16 A50I�j OVERLOOK \_ - 1 1 ` - \ —_— _—_— - ` - \ i,,,,T_____ � .` �. \ 4 >vr \ �C�..- II �i�i ii �� \r1rV r\ - - -. _ 1 - ��• �`„ } u1.1 6 vzr JM1\ v\ N g eeg ,B00,F. ____ OVERPASS_1Mo 4.'2' T --------- CLEAR HEIGHT A: r 4a"0" -- J fi' L ASO Al •'\ n nn ru �n �.I .. p # - � 04 FINISH FOOT LEGEND' COORDINATE ALL REACTIVE STAIN ECTIONS WITH CITY OF TER AND FORCOLOR LAPPROVAL DURING CONSTRUCTION. NATURAL FINISH PER FOOT STANDARD REACTIVE STAIN CONCRETE FINISH COLOR I REACTIVE STAIN CONCRETE FINISH COLOR 2 _-- — " _ W.--- ,... •• . •• ',_ - : _ iiiiii `Y•. ikt `• NISH SU CEe - vii""= 2 `s 'I q� W ` '� _ 3d ASOO A131 I - 1 A131 A132 ;; ARCHITECTURAL MESH LEGEND: MCNICHOLS WIRE MESH (MODELS 38231900) j'I%I MHNICHOLS EXPANDED METAL (MODELS 57001599) MHNICHOLS PERFORATED METAL (MODEL* 17145163) - \ OELEVATION a 4' 8' 16' ALL NOTES ON ELEVATION I ARE TYPICAL AND APPLY TO ALL ELEVATIONS No. 1 Dale I Issue / Revision ERIC LUTTMANN, A/ADWG AR 97171 BOB, INC 3/11 W OR. MARTIN LUTHER K/NG JR. BLVD 31 SUITE 375 TAMPA FL 33607 ARCHITECT BUS/NESS LICENSE NO.: A426003274 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION NO. AA -201 OVERALL ELEVATIONS SHEET NO, ROAD NO. COUNTY FINANCIAL PROJECT ID A-28 SR 60 PINELLAS 437498-1-52-02 THIS SHEET IS THE ELECTRO — — — ——_—_—_—_ — — — '�/,I----r, / OVERLOOK ROOF 4B _—_—_—_—_—_CLEAR HEIGH� Od-0' —_— \ . \ ________— — ——_—_—.—_—_—_- _ OVERLOOK ROOF 4 I, \ j _ CLEAR HEIGHT 11 —--------- 4d �„� \V .' ll:i, ill _ — �..—__-,_._, �� _ FINISH SURFACEn _—_—_—___—_—___ ' KEYNOTE LEGEND NO. DESCRIPTION A132 CHEMICALLY STAINED CONCRETE PIER, REFER TO KCA STRUCTURAL DRAWINGS A2I7 BIKE RACK MODEL# CBBR-2CR-SS A306 REACTIVE STAIN CONCRETE FINISH, TYP. COORDINATE COLOR SELECTION FOR APPROVAL WITH CITY OF CLEARWATER AND FOOT. A336 CAST IN PLACE CONCRETE BENCH, TYP. A501 STZEDUCOATAL STEEL IMI MESS) ARCHITECTURAL 1 GALVANIZED FRAMING OF G100 GALVANISED COATING. TYP. FINISH COLOROXPOSEARCHITECTURALLY -100 FSTRUCTURAL STEEL SHALL BE EXPOSED GEX O FINISH D MATTE CONSISTENCYNICHOLS A,503 PERFORATED METAL PANEL (MODEL LY WITH INTEGRAL END U -EDGING 14 GAUGE MODEL# 4071000210. INSTALL NEOPRENE 14 GAUGE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS A504 BRIDGE PEDESTRIAN BICYCLE RAILING, REFER TO KCA STRUCTURAL lliiiiit �r93 ARCHITECTURAL METAL PANEL ASSEMBLY ._�__�_ y.._�.__�.._ — _. � _ FINISH SURFAC$ — — — — A. LA NOTE: 1. REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION. 1. FIELD VERIFY ALL STEEL FRAMING PRIOR TO PANEL FABRICATION AND INSTALLATION. ELEVATION O a 4�F OELEVATION a 4�6 A501- OV ERQOK —_—_—_ ` 0� —_—_ J.' . Vie::'; •_'... -; ,:;•:- —_---_—_—_OVERLOOK 4H'_g'V ---_—_—_ \,` \ \ \ .\ ----_ '—_ g V FINISH COLOR FOOT . •, LEGEND: COORDINATE ALL REACTIVE STAIN SELECTIONS WITH CITY OF CLEARWATER AND FOR APPROVAL DURING CONSTRUCTION. NATURAL FINISH PER FOOT STANDARD REACTIVE STAIN CONCRETE FINISH COLOR 1 REACTIVE STAIN CONCRETE FINISH COLOR 2 %� \ \`\ °\ /\ \� ` -"#. \'I+"//% I __—_—_—_—_—_—_ 1�.` �`I E/ --__SLEAR HEIGHTe � �1 A21] OIIII CLEAR HEIGHT ;'� 1"!!111'.2 II IIIA]]',., II (IRISH Si/RFAC s ]III I II ,7 1l ]1111111 IIIVII I IIWII1. IIIIIII.2I'.IIIIIIIIII I I ' IIIA IIIIIIIIIIII 7 I III 2111 FINISH SURFACE _ — g A306 K 3d_D. �.. r 4336 4132 _ _ _ 3d� ARCHITECTURAL MESH LEGEND: McN!CHOLS WIRE MESH (MODEL# 38231900) NON/I M[NICHOLS EXPANDED METAL (MODEL# 57001599) M[NICHOLS PERFORATED METAL (MODEL# 17I45163) ELEVATION O ELEVATION O1� r61111i 0' 4' ' 16' ALL NOTES ON ELEVATION I ARE TYPICAL AND APPLY TO ALL ELEVATIONS ■r if 4' B 16' No. I Date I Issue / Revision ER/CLUTTA1ANN, A/ADWG AR 97171 WS/ /NC 3777 W. DR. 'MARTIN LUTHER K/NL JR. BLVD. SUITE 375 TAMPA, FL 33607 ARCHITECT BUSINESS LICENSE NO.:A476003270 STATEOFFLORIDA DEPARTMENT OF TRANSPORTATION NO. AA -202 ELEVATIONS * OVERLOOK ELEVATIONS' SHEET NO. ROAD NO, COUNTY FINANCIAL PROJECT ID A-29 SR 60 PINELLAS 437498-1-52-02 ARCHITECTURAL MESH LEGEND: • RUNICHOLS WIRE MESH (MODEL* 38231900) \�\/\ MCNICHOLS EXPANDED METAL (MODEL* 570015991 • McNICHOLS PERFORATED METAL (MODEL* 17195163) KEYNOTE LEGEND NO. DESCRIPTION A501 ARCHITECTURAL EXPOSED STRUCTURAL STEEL (AESS) FRAMING OF 0100 GALVANIZED COATING. TYP. FINISH COLOR OF ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE EXPOSED G-100 FINISH OF MATTE CONSISTENCY NOTE: I. REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION. 1. FIELD VERIFY ALL STEEL FRAMING PRIOR TO PANEL FABRICATION ANn INSTAIIATION A503 MCNICHOLS PERFORATED METAL PANEL (MODEL *17I45163)ASSEMBLY WITH INTEGRAL END U -EDGING 14 GAUGE MODEL* 4071440210. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS MAX PANEL WIDTH = 4'-0•PER MANUFACTURER (COORDINATE PANEL BREAKS TO ALIGN AS ILLUSTRATED. TYP.) ALIGN CORNERS, TYP. (7)ENLARGED ELEVATION a T 7 4 IC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6161-16.005, No. I Date � Issue / Revision ER/C LUTTMANN, A/A AR 97771 WG/, /NC 3177 If, OR. MARTIN LUTHER K/NG JR BLVD. SUITE 375 TAMPA FL 33607 ARCHITECT BUS/NESS L/CENSE NO. A416002274 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL. PROJECT ID SR 60 PINELLAS 437498-1-51-01 OVERPASS ENLARGED ELEVATION (1) DWG NO. AA -203 SHEET NO A-30 ARCHITECTURAL MESH LEGEND: \/\Iv MGNICHOLS WIRE MESH (MODEL# 38231900) MCNICHOLS EXPANDED METAL (MODEL# 57001599) MCNICHOLS PERFORATED METAL (MODEL# 17145163) KEYNOTE LEGEND NO. DESCRIPTION A501 ARCHITECTURAL EXPOSED STRUCTURAL STEEL (AESS) FRAMING OF G100 GALVANIZED COATING. TTP. FINISH COLOR OF ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE EXPOSED 0-100 FINISH OF MATTE CONSISTENCY NOTE.. 1. REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION. 2. FIELD VERIFY ALL STEEL FRAMING PRIOR TO PANEL FABRICATION AND INSTALLATION. A503 MCNICHOLS PERFORATED METAL PANEL (MODEL #17145I63)ASSEMBLY WITH INTEGRAL END U -EDGING 14 GAUGE MODEL# 0071440210. INSTALL NEOPRENE GASKETS A5 REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS A540 MCNICHOLS EXPANDED METAL (MODEL #57001599) PANEL ASSEMBLY WITH INTEGRAL END U -EDGING 14 GAUGE MODEL# 4071440110. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS MAX PANEL WIDTH = N-8 PER MANUFACTURER (COORDINATE PANEL BREAKS TO ALIGN AS ILLUSTRATED, TYPJ OENLARGED ELEVATION a r 1' 7 z 4' No. I Date I Issue / Revision ER/C /UTTMANN, A/A AR R7117 N'G/, /NC 3/// IT OR MARTIN /OTHER 8/N6 JR BLVD. SUITE 375 TAMPA, EL 33607 ARCH/TELT BUS/NESS LICENSE NO.. A426003270 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 OVERPASS ENLARGED ELEVATION (2) THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED DWG NO. AA -204 SHEET NO. A-31 MAX PANEL WIDTH = 4•-O" PER MANUFACTURER (COORDINATE PANEL BREAKS TO ALIGN AS ILLUSTRATED, TYP.) ALIGN PANEL TO CORNER ARCHITECTURAL MESH LEGEND MCNICHOLS WIRE MESH (MODEL# 38231900) MCNICHOLS EXPANDED METAL (MODEL# 57001599) \I\YI McN1CHOLS PERFORATED METAL (MODEL# 17145163) KEYNOTE LEGEND NO. DESCRIPTION A501 ARCHITECTURAL EXPOSED STRUCTURAL STEEL (AE55) FRAMING OF 6100 GALVANIZED COATING. TYP. FINISH COLOR OF ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE EXPOSED 0-100 FINISH OF MATTE CONSISTENCY NOTE 1. REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION. 2. FIELD VERIFY ALL STEEL FRAMING PRIOR TO PANEL FABRICATION AND INSTALLATION. A503 MCNICHOLS PERFORATED METAL PANEL (MODEL #17145163)ASSEMBLY WITH INTEGRAL END U -EDGING 14 GAUGE MODEL# 4071440210. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS A539 MCNICHOLS WIRE MESH PANEL (MODEL #38231900) WITH INTEGRAL END U -EDGING 14 GAUGE MODEL# 4080140110. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS .......... ....... :.. r, ..ty :v::: v• •. y..., ...... ;•...•. ♦...: •: •..••. ♦•f :•.v:•F •':•:t;}:. Y:�::�...•.'•.:•.•.•.•.. .. - t�::t?: .•. �„ .1::3 �. .•. __— .-, :vim•'.••:•: x:.•:::.• :• :r.•..v..♦♦:.•: d.•:4:::::p::•':•:::: 4: i:t4:tii?::•• •i: {4'::•:i. �! :•... :}: •: v:: �•:: ••n... ♦ .\........ .,: F,•,...:{•.4:w�5.♦• .,•..; ..... .: •: v: •.•: v:• . v..•:::::.:: •.. v..,.; •:. ..: ..... ... .\.:..: ...s\'�i: r:. •vt.':�::'t::.. .�. .. .....: Si�A::-:y6f: .: .:44:C:: �C::.N,.: ♦.... ALIGN PANEL TO CORNER 4503 A501 A53 OENLARGED ELEVATION 0 14' OVERPASS R00FF 46•-2 P FINISH S30URFACEE -0 No. I Date I Issue / Revision ERIC LUTTHANN. AIA AR 97/7/ W6I, INC 3777 W. DR MARTIN LUTHER KING JR BLVD. SUITE 375 TAMPA FL 33607 ARCHITECT BUSINESS LICENSE NO.: A426003274 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 OVERPASS ENLARGED ELEVATION (3) DWG NO. AA -205 SHEET NO A-32 D AND SEALED UNDER RULE 6101-16.0 THIS SHEET IS THE ELECTRONIC FILE Of THE OFFICIAL RECORD OF THIS SHEET IS THE Top Mon 21120' < 12.8120' II II 10.188• I •26220• /\/\ 2820' / 1111.\♦� 20.188' I. 1♦/♦/ ') 1, \ 1A 3' ' End View OL186' 3-0.376' I- MoNICHOLB' xld.a9as•veEMESH DRAWING ® 00A167.Y60 0 m w:e..""' NOM SCA. .deM1.9.m a.�r�....., w«...arv...e. a..e.....r 16,.,e,b11,399 191MAM' SaaaS pn9Y.MM 36231900 ....... N. . �'pmw r*v. w.ww.oallorm wne....r M .w......r�^1..**** r Now •••••• ••v«•••••. �d wwW�+� eke a am e +.e *Ire w.• e.., r..... ,... daemons « w9.. MS. or TM t VYFC.LL��d te6Te01plAe!.3 of •VMY090 s.alw �wwM RFAMIY GAUGE 9.,99',M1.w G..gtl 11.51a• IAN 02.2).2021 PPP MwMr ldt a 2021 MJACNnI! OD. 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"�Mm` ENG PANDER REVISION eooaszarao n.u,+d.at..m.. w.r: 6i 'L .• ®� �" _6«®, ® •i p4RrenMo.l.av- mr (11 GM SWUMADI vsato A„,,....,*.„*.da.,..........,.AO «_ .r««..�� =.... •.,.....4==....=,...... A ' c��,�� +^Y� �”' No. I Date I Issue / Revision ER/CLUTTNANN, A/A 7111 WINC 0, 3W 771 DR NART/N LUTHER it/N6 JR. BLED AUTE 375 TANPA FL 33607 ARC!//TECT BUS/NESS LICENSE NO.: A425003274 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION / ENCLOSURE MATERIALS 1 1 DWG NO. AA-206 SHEET N0. ROAD NO. COUNTY FINANC!A PROJECT f0 A-33 SR 60 PINELLAS 437498-1-52-02 THE OFFICIAL RECORD OF THIS SHEET IS THE THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNE WIGMENIIII Top Vim VII I /A127' I21Y 0 End MOW 1' j—� ,1.0630' 532 MoNICHOLB" Nd.01015• ACCE550RES ® 000227.3020.u+di .40.0,011,114 wn _ uA Y. •uu w urw wr•r `H'.of. n,.w..,,n.K .0.012 >m' 1u 4..01 .�nO�'(Ipe! 2BLq f1/YRaIA a 1' WNW NOT ING CALE Wm N20A. 4021440110 *now a++a. bw.*a aw+.a ow I.. e.,.ug-r wr���s wawa a we.. arms wow a w amt.. wean Wav one. aa ma .N.w� wt. or c nwr the Rgod..* refl a ..Ira, e....e Ma.awi. 1.1* AonS.XO 161444.021 R V.O1N n' c.000 UP EAU. OY 1037. 2021 ..0. Mamba1dt 02021 NNMC21015 CO. All Rights Rwwwd. Top View 1l4', Top View 13/32'_ A I ` 120' I A 1a• I 170" C\ ®yam 40).'"3 G ''''.., ■ End View ,- irlir r 1 Et .• .0630. /\ \ // C i1100/ a 1• End vi... i~' r' ,L1.113/32. 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No. I Dare I Issue / 0evisl0n ER/C LUTTMANN A/A AR i 'AC 3//1 W. OR. MARTIN LUTHER KING JR. BLVD. SU/TE J/S TAMPA. FL 33607 ARCHITECT BUS/NESS LICENSE NO.: A426003274 STATEOFFLORIDA DEPARTMENT OF TRANSPORTATION ENCLOSURE MATERIALS (2) DWG NO. AA-207 SHEET NO ROAD NO. COUNTY FINANCIAL PROJECT ID A-34 5R 60 PINELLAS 437498-1-52-02 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNE NDER RULE 6IGI-I THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED A202 �ryv OVERPASS ROOF KEYNOTE LEGEND NO. DESCRIPTION A202 SIGNAGE. REFER TO SIGNING AND PAVEMENT MARKING FOR REQUIREMENTS. INSTALL 3 - O. FROM INTERIOR EDGE OF FRAMING. REFER TO STRUCTURAL PLANS FOR INSTALLATION DETAILS. TYP. A2I7 BIKE RACK MODELS CBBR-2CR-SS A302 PRECAST CONCRETE PIER, REFER TO STRUCTURAL A306 REACTIVE STAIN CONCRETE FINISH, TYP. COORDINATE COLOR SELECTION FOR APPROVAL WITH CITY OF CLEARWATER AND FDOT. A336 CAST IN PLACE CONCRETE BENCH, TYP. A501 ARCHITECTURAL EXPOSED STRUCTURAL STEEL (AESS) FRAMING OF 0100 GALVANIZED COATING. TYP. FINISH COLOR OF ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE EXPOSED G-100 FINISH OF MATTE CONSISTENCY _ _ '- T:..: CLEAN HElGHi� ..• _v_ ____ _—_ L �.. '�'+B°'�m� / 4B-1" I ' : 4d-0" s J t. •`,.} f . o 1 __—_—_—_—_—_—_ ______ Ali , CLEAR HEIGHT 4d-0' 4503 MCNICHOLS PERFORATED METAL PANEL (MODEL 163)ASSEMBLY WITH INTEGRAL END U-EDGING 14 GAUMODEL# 4071440210. INSTALL NEOPRENE 14 GAUGE AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS ` o 1,I 1I I I II 5f, IIIII'i.,.GASKETS 11''.1111 'I.. III '..' i„ _ _ _F_IN/S_H SU_RFACEE __Willa_ ..+r .,.„� 3d-0" ___ 1 T .w ..R ems, y-,6c' .r 1'•-� A .,A •. ,,} FINISH SURFACE^ 3d"0� A504 BRIDGE PEDESTRIAN BICYCLE RAILING, REFER TO KCA STRUCTURAL DRAWINGS A539 MCNICHOLS WIRE MESH PANEL (MODEL #38231900) WITH INTEGRAL END U-EDGING 14 GAUGE MODEL# 4080140110. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS SIGNAGE SECTION y1._ 4306 .. ... (7)SECTION ' �. • .tom NOTE: I. REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION. 2. FIELD VERIFY ALL STEEL FRAMING PRIOR TO PANEL FABRICATION AND INSTALLATION. O d A 8' 16 111P�� 0' A B 16' A539 TIArk © A503 ©rry OVERLOOK ROOF , r� W 4501 Wig�. T 4B -B'• --- -- -- --- — .20 A 0 l S� -fii�: �, .— x \1a �� , \ — / ,f//�, _ ^�rry ©� _ 1 _ ----- ae-r V FIN/SH COLOR FDOT . LEGEND. COORDINATE ALL REACTIVE STAIN SELECTIONS WITH CITY OF CONSTRUCTION. AND FOR APPROVAL DURING CONSTRUCTION. NATURAL FINISH PER FOOT STANDARD REACTIVE STAIN CONCRETE FINISH COLOR 1 REACTIVE STAIN CONCRETE FINISH COLOR 1 �I �� ��j �lr�7 is a . \F aV %\ F ON Y,O�Y , i �, ZI\4, v ' 1 / �,�_ '�`�— � A336 6i'®1nini�I��®I�/ A336 CLEC H 4�HT� 17` , ,—,� ........-...— I _ FINISHURA� T L „a l< ,14. r i { .'.,. t {y ti z w.4 1 .�� „ •- �-_.W .....—. •,-om^te—_.M:,:..� a q1 A217 o 04 PIER SECTION CUT o PIER SECTION CUT A302 a= mm ARCHITECTURAL MESH LEGEND: :: MONICHOLS WIRE MESH (MODEL# 38231900) \A,. MCNICHOLS EXPANDED METAL (MODEL# 57001599) \r\I MCNICHOLS PERFORATED METAL (MODEL# 17145163) � A OSECTION I d 4' B 16' No. I 091e I Issue / Revision ER/CLU7TMANN, A/A AR 97177 wb/, /NC 31// /Y. OR. HART/N LUTHER KING JR BLVD. SU/TE 375 TAMPA, AL 33607 ARCH/TECT BUS/NESS L/CENSE NO.: AA26003274 STATEOFFLORIDA DEPARTMEVT OF TRANSPORTATION SECTIONS DWG NO. AA-301 SHEET NO ROAD N0. COUNTY FINANCIAL PROJECT ID A-35 SR 60 PINELLAS 437498-1-51-01 NDER RULE 6IGI-I THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UN KEYNOTE LEGEND NO. DESCRIPTION A101 CANOPY OVERHEAD, TYP. 4108 PAVEMENT STRIPING, TYP APPLY CONCRETE REACTIVE STAIN CAREFULLY AROUND PAVEMENT STRIPING REFER TO SIGNING AND PAVEMENT PLANS A306 A217 BIKE RACK MODEL# CBBR 2CR 55 3/4" CHAMFERED EDGE REFER TO VIEW I / 4306 REACTIVE STAIN CONCRETE FINISH, TYP COORDINATE COLOR SELECTION FOR APPROVAL WITH CITY OF CLEARWATER AND FOOT. THIS SHEET TOP OF CONCRETE DECK "' `u • �'••' -. .. i F/ U 1 61%,_ ..,.. ... A336 CAST IN PLACE CONCRETE BENCH TYP. AS01 FRAM/NGARCHITECOFRAL EXPOSED G 1100 GALVANIZEDCOATINGSTEELTYPFINISH COLOR OF ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE EXPOSED G-100 FINISH OF MATTE CONSISTENCY \,• .: _ .' ..: SIMNEL . _ ; 1/T TYP ..•.. ., .. A504 BRISTRUCTURAL DRAWINGSPEDESTRIAN ICYCLE RAILING, REFER TO KCA -'�5-�`-_,-, BENCH SECTION i? hQ TIRE GRAPHIC ENLARGED GRAPHIC LAYOUT A1039 ADA ACCESSIBILITY 5-0° TURNING RADIUS, TYP. NOTE: 1. REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION. 2 VERIFY ALL STEEL FRAMING PRIOR TO PANEL FABRICAAND INSTALLATION. FABRICATION O a T 2' 4' O a I' 1' 4' zCIP ) relnill a 2' 4' 8' '. AIDR III ALIGN REACTIVE STAIN WITH EDGES MAINTAIN ALIGN REACTIVE STAIN WITH BEND IN SLOPE AND PAVEMENT MARKINGS AS rZ�\1' ILLUSTRATED. TYP. , \ A501 A306 O DESIGN INTENT, TYP. A204 I7 •R 111111111 C 7.. 6 B C 4 l: t a,>r s r - • .. ... „�1YI, e 4'`R 1 ✓'1I`` \ F TYP 6 08 @q' 6 _ V C > d.3' I' 6 IP 4,, 6 6' y' B S 6 a. • f .. A50 t t i b. 6 ' r t; 6? b 0.• -� HAMMERHEAD B410W` 41039-----. �• - --__ -"- --__-_- --'----___ �' A336� A501 A504 A101 ------_,__ _ ---_ _ ED PLAN FINISH COLOR FOOT LEGEND: COORDINATE ALL REACTIVE STAIN SELECTIONS WITH CITY OF CLEARWATER AND FOR APPROVAL DURING CONSTRUCTION. NATURAL FINISH PER FOOT STANDARD REACTIVE STAIN CONCRETE FINISH COLOR 1 REACTIVE STAIN CONCRETE FINISH COLOR 1 OENLARGED 1111 a 7 No. I Dare I Issue / 800)0,00 ER/CLUTTMANN, A/A W6L /NC 3117 W. OR. MART/N LUTHER K/NS JR BLED. SU/TE 3lO TAMPA, FL 33607 ARCHITECT BUS/NESS L/LEASE NO: AA26003174 STATEOFFLORIDA DEPARTMENT OF TRANSPORTATION ENLARGED PLANS DWG NO. AA -401 SHEET NO ROAD NO. COUNTY FINANCIAL PROJECT ID A-36 SR 60 PINELLAS 437498-1-52-02 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UN ILE DIGITALLY SIGNED AND SEALED UNDER RULE 61 u P U'';' A503 _ I I A501 I A539 KEYNOTE LEGEND NO. DESCRIPTION A343 CONCRETE ET BY OTHERS PEXPOSED A501 ARCHITECTURAL STRUCTURAL STEEL (AESS) FRAMING OF G100 GALVANIZED COATING. ISP. FINISH COLOR OF ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE EXPOSED G-100 FINISH OF MATTE CONSISTENCY t A503' 6I.-A539 3 _I . r 0 1 % X03 r A543 A503 MCNICHOLS PERFORATED METAL PANEL (MODEL 14 GAU EMODEL# 40 WITH INTEGRAL ENE U-EDGING 14 GAUGE MODEL# 9071440210,INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN WITH FRAMING SYSTEM AT SPLICE LOCATION4539 —�1 ��— im warAra f .,91999191.31.199.1991•1919199191,FLUSH MCNICHOLS WIRE MESH PANEL (MODEL #38237900)S INTEGRAL END U-EDGING 14 GAUGE MODEL# INSTALL NEOPRENE GASKETS AS FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS A54r4080140110. RREQUIRED /WITH 0 � � 1` iii ' 1 ( I 4540 MCNICHOLS EXPANDED METAL(MODEL #57001599) PANEL ASSEMBLY WITH INTEGRAL END U-EDGING 14 MODEL* GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH Ti SPLICE LOCATfONS FREFER I_ "�' A595 OSYSTEM 3TEEL ALADH. SAFER TC SRRBOLTSAL PLT A595 3L4' DIA ADHESIVE ANCHOR BOLTS• REFER L KCA STRUCTURAL DRAWINGS FOR TYPICAL DETAILO O II O• III `II` A343 A595 DETAIL ODETAIL d 3' 6' 1• ()DETAIL d 3' 6' r O d 3 6" 1• A540 4503 A501 A501 (^ IRUM 1 I M. ��� Allk . ANI[ •NOTE PLAN 1. REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION. 2. FIELD VERIFY ALL STEEL FRAMING PRIOR TO PANEL FABRICATION AND INSTALLATION. 3. ALL DETAILS ARE SHOWN ORTHOGONALLY FOR CLARITY, TYP, OENLARGED 1 - _ d T Z 4 No. I Date I Issue/980,9,00 ERIC LUTTMANN,A/A IYa/NC 3/l/ W OR. MART/N LUTHER KING JR BL✓O. SU/TE 375ROAD TAMPA, EL 33607 ARCHITECT BUSINESS LICENSE NO: A426003771 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DETAILS (I) DWG NO. AA-501 SHEET NO N0. COUNTY FINANCIAL. PROJECT ID A-37 5R 60 PINELLAS 437498-1-51-02 ILE DIGITALLY SIGNED AND SEALED UNDER RULE 61 SIGNED AND SEALED UNDER RULE 6 THIS SHEET IS THE ELECTRONIC FILE DIGIT THE OFFICIAL REC p' I/4" CLEAR, TYP. 1 1/2° PANEL EGS, / PANEL ANGLED TO STRUCTURAL KEYNOTE LEGEND NO. DESCRIPTION _ Jara ,, 7 P @ THIS C ISI D!TlONNEXT A343 CONCRETE PARAPET BY OTHERS MEMBER, TYP. /���i�������� �% A503 MCN/CHOLS PERFORATED METAL PANEL (MODEL MI7145163)ASSEMBLY WITH INTEGRAL END U-EDGING 14 GAUGE MODELS 4071440210 INSTALL NEOPRENE W TH FRAMINGD YST M AT SLY E OCATIN FASKE S AS REQUIRES FOR A SE SPLICE REMAINNS ,\STRUCTURAL �I o jZFLUSH i o O'... ._^ j % <\ �'��/��, N��A5 A59• 1/4" CLEAR, TYP. FASTENER AND U-EDGING C A539� r r //r��1 PANEL ANGLED TO NEXT STRUCTURAL MEMBER, TYP. / (\ -,,.-1� \/) A504 BRIDGE PEDESTRIAN BICYCLE RAILING, REFER TO KCA DRAWINGS A522 FASTENER WITH FLAT WASHER @ 12' O.C. MAX ON ALL PANEL EDGES FROM PANEL ENDS, TYP. _\� }II .. I BOLT AND /,C 1 U-EDGING, TYP. J • iIl I JA539 / / 2 i i , CM N 11 Ir �- .. ® �%' w -'F.--. / / , / ✓ MCNICHOLS WIRE MESH PANEL (MODEL ,1382319001 WITH INTEGRAL END U-EDGING 14 GAUGE MODELS 4080100110. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS CLOSURE MAT ERINTEGRALTYP4 EFER O LS ALL .4503 ,'����%���� .4590 E STIFFENER GAUGET REFER TO STRUCTURAL A522 1/4" CLEAR, TYP. ��/ .4599 EXP DIA STAINLESS STEEL LOCK NUT, I/8" BOLT END EXPOSURE, TYP. AT 1T O.C. 476r C f,, ���/��zz �i A53• _ FFF��,"'/// / .r -- A760 NEOPRENE ISOLATED STRIP �_ t .4522 14 �'� J/ I✓J' ]/4" CLEAR, TYP. ,,im %//� wz, _ Av/ /%O/,.;zvr. %////�✓ -,,,,,, V V DETAIL DETAIL ° ° ODETAIL 0 33" 1 (3" 3" 0 3)" 1 (3" 3" 0 1 (3" 3" 6" V _ _I 0 dr Wi A343 Pt 4. i�1,.4594A59I 0 %i 476' '' ., �I Ii �'r I� -i____i� _� s I ©r� � �. PANEL SPACE () • Q NOTE. 1. REFER TO ALL OTHER PLAN SETS FROM OTHER DISCIPLINES FOR ADDITIONAL INFORMATION. 2. FIELD VERIFY ALL STEEL FRAMING PRIOR TO PANEL FABRICATION AND INSTALLATION. 3. YAALL DETAILS ARE SHOWN ORTHOGONALLY FOR CLARITY, ENLARGED PLAN ° 0 3" 6" I' °TYPICAL 0 3' 6" 1 No. 1 Dote I Issue / Reo,5Ion ER/CLUFTMANN, 4/4 AR 97/1/ MGT, /NC 3/// IN OR MART/N LUTHER K/N6 JR. RL✓O. SV/TE 375ROAD TAMPA, FL 33607 ARCHITECT BUS/NESS LICENSE NO. .4426003270 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DETAILS (2) DWG NO. AA-502 SHEET NO N0. COUNTY FINANCIAL PROJECT ID A-38 SR 60 PINELLAS 437498-1-52-02 SIGNED AND SEALED UNDER RULE 6 THIS SHEET IS THE ELECTRONIC FILE DIGIT THE OFFICIAL REC PANEL ANGLED TO NEXT STRUCTURAL 3" PANEL LEGS A501 A594 A501 A594 / A59543 A5 KEYNOTE LEGEND NO. DESCRIPTIONMEMBER, TYP. TYP W THIS CONDITION 1" CLEAR, TYP. AI30 REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION A343 CONCRETE PARAPET BY OTHERS '' A531 A59. /' CLEAR, TYP. / / 112, 170 _ _ _ A501 ARCHITECTURAL EXPOSED STRUCTURAL STEEL (AES$1 FRAMA53' TECTURALLYEXPOSED STRUCTURAL COLORNF ARCHG OF ITECTURALLY GALVANIZED H SSTEEL TEEISSHALL BE EXPOSED G-100 FINISH OF MATTE A503 MCNICHOLS PERFORATED METAL PANEL (MODEL #17145163)ASSEMBLY WITH INTEGRAL END U-EDGING 14 GAUGE MODEL# 4071440210. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS A522 FASTENER WITH FLAT WASHER @ 12" O.C. MAX ON ALL PANEL EDGES FROM PANEL ENDS, TYP. A539 MCNICHOLS WIRE MESH PANEL (MODEL #38231900) WITH INTEGRAL END U-EDGING 14 GAUGE MODEL# 4080110110. INSTALL NEOPRENE GASKETS AS REQUIRED FOR ASSEMBLY TO REMAIN FLUSH WITH FRAMING SYSTEM AT SPLICE LOCATIONS 4543 STEEL PLATE, REFER TO STRUCTURAL �, �s /4594 1/T STAINLESS STEEL STIFFENER 14 GAUGE, REFER A A776050 A522 'Iii En f r• '_ � �•+EQ. A595 3/P DIA ADHESIVE ANCHOR BOLTS, REFER TO KCA STRUCTURAL DRAWINGS FOR TYPICAL DETAIL A599 3/B" DIA STAINLESS STEEL LOCK NUT, 1/B" BOLT END EXPOSURE. TYP. AT IT O.C. ? 4 A54 A343 A760 NEOPRENE ISOLATED STRIP O DETAIL O DETAIL ODETAIL a I;" I Sc 3' a T 6" 1' a 2 6• 1 3• PANEL LEG E'L t i/N' [LEA' I I T I T fA730 A522 ` liliglit EQ EO TYP W THIS CONDITION WNW. A750 1 1/T TYP. % E A760 A599 le A50] 75. // , PANEL ANGLED TO NEXT STRUCTURAL MEMBER, TYP. X A522 A503� A76 4._I/B. CLEAR. TYP. JJION � H.1. '^. , O DETAIL NOTE: DISCIPLINES REFER EO ALL OTHER PLAN SNFO FROM OTHER REFERTO FOR ADDITIONAL INFORMATION. 2 FIELD VERIFY ALL STEEL FRAMING PRIOR TO PANEL FABRICATION AND INSTALLATION. 3. ALL DETAILS ARE SHOWN ORTHOGONALLY FOR CLARITY, TYP. a " 11F1- 3" ®DETAIL 2 a r I Y1" T ODETAIL 3 a 1 1'i' r 6" No. I Dale I Issue / Revl:Ion ERIC LUTTMANN, A/A AR 97111 Ir6/ /NC. 3111 W. OR MARTIN LUTHER A7N6 JR. BLVD 31 SU/TE 375ROAD TAMPA, FL 33607 ARCHITECT BUS/NESS LICENSE NO: A476003774 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DETAILS (3J DWG NO. AA-503 SHEET NO. NO. COUNTY FINANCIAL PROJECT ID A-39 5R 60 PINELLAS 437498-1-52-02 HE OFFICIAL RECORD OF THIS SHEET 15 TH THE OFFICIAL RECORD OF THIS SHEET IS THE ELECT k4 -...r Alli,lik 111 \ „ft/ — 411671141Z11111111 IF`.- S__ 14- ';V1i VIEW VIEW °PERSPECTIVE OPERSPECTIVE e, • %.... -- 44.01 ,.:-- - 'Nor: .1:111r. _^.4,111%.4 ,- ... , PERSPECTIVE VIEW PERSPECTIVE VIEWNOTE: ALL 3D IMAGES ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. THEY ARE O NOT INTENDED FOR USE IN CONSTRUCTION AND DETAILING OF THE PROJECT O No. I Date I Issue / Reetston ENE LUTTMANN..4/A N'61, /NC. 3//i IF DR. MARTIN LUTHER K/N6 JR. BLVD. 375 TANPA, EL 33697 ARCHITECT BUS/NESS LICENSE N9.: 4426003274 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DWG NO. AA-901 PERSPECTIVESSU/TE SHEET NO. ROAD N0. COUNTY FINANCIAL PROJECT ID A-40 5R 60 PINELLAS 437498-1-52-02 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECT ELECTRICAL LEGEND SYMBOL DESCRIPTION MOUNTING Q BRANCH CIRCUIT CONDUIT AND WIRE CONCEALED ABOVE CEILING OR BEHIND FINISHED WALL N/A RACEWAY EXPOSED ON WALL OR CEILING N/A ss :DESIGNATION `D HOMERUN TO PANELBOARD - LETTER INDICATES PANEL, NUMBER INDICATES CIRCUIT, MINIMUM 3/4" CONDUIT, NOTE: ANY HOMERUN WITHOUT FURTHER INDICATES TWO *12 AWG AND #12 AWG EQUIPMENT GROUND. DEDICATED CIRCUIT REQUIRES SEPARATE NEUTRAL N/A ;' CONDUIT CAPPED N/A 0 120/208 VOLT POWER PANELBOARD M.H. 6'-O" TO TOP OR AS NOTED e 277/480 VOLT POWER PANELBOARD M.H. 6'-O' TO TOP OR AS NOTED r NON -FUSIBLE SWITCH M.H. 5-P TO TOP OR AS NOTED SO FUSIBLE SAFETY SWITCH M.H. 6-0' TO TOP OR AS NOTED 6 DUPLEX RECEPTACLE - 120VAC M.N. 47 AFF TO BOTTOM OR AS NOTED s DOUBLE DUPLEX RECEPTACLE - 120VAC M.H. 16" AFF TO BOTTOM OR AS NOTED a DUPLEX RECEPTACLE - 120VAC. LETTER NEXT TO DEVICE INDICATES THE FOLLOWING: 'WP' = WEATHERPROOF TYPE. 'GRI' = GROUND FAULT PROTECTION TYPE. 'DL' = DAMP LOCATION WEATHERPROOF COVER (NOT IN USE TYPE) 'TP' = TAMPER PROOF. M.H. 16. AFF TO BOTTOM THIS IS A STANDARD LEGEND. NOT ALL DEVICES SHOWN ARE USED IN THESE DOCUMENTS. ELECTRICAL LEGEND SYMBOL DESCRIPTION MOUNTING Q SURFACE MOUNTED LED LUMINAIRE, LETTER INDICATES TYPE, SURFACE MTD - SEE FIXTURE SCHEDULE SURFACE LED LUMINAIRE, LETTER INDICATES TYPE. SURFACE MTD - SEE FIXTURE SCHEDULE � 1 1 SURFACE LED LUMINAIRE, LETTER INDICATES TYPE. SURFACE MTD - SEE FIXTURE SCHEDULE ;' SINGLE POLE SWITCH (120/277V), LETTER INDICATES FIXTURE GROUPING BY SWITCH N.H. 48" AFF TO TOP THREE WAY SWITCH (720/277V). LETTER INDICATES FIXTURE GROUPING BY SWITCH M.N. 48° AFF TO TOP S' SINGLE POLE SWITCH (I20/277V), KEY OPERATED. LETTER INDICATES FIXTURE GROUPING BY SWITCH M.H. 48° AFF TO TOP $ MOTOR/HP RATED TOGGLE SWITCH SIZED PER MOTOR MANUFACTURERS RECOMMENDATION, MINIMUM 20 AMP. SURFACE. ADJACENT TO OR ON MOTOR ;Da LINE VOLTAGE (120/277 VOLT) SWITCH WITH INTEGRAL OCCUPANCY SENSOR (AUTO ON/AUTO OFF) M.N. 4W AFF TO TOP 0. LOW VOLTAGE LIGHTING CONTROL WALL SWITCH. PUSH BUTTON ON/OFF. STAINLESS STEEL COVERPLATE. COORDINATE WITH THE OCCUPANCY SENSOR. LETTER INDICATES FIXTURE GROUPING BY SWITCH M.M. 4W AFF TO TOP .a T. LOW VOLTAGE MULTI -WAY LIGHTING CONTROL WALL SWITCH (e.g. 3 -WAY). PUSH BUTTON ON/OFF, STAINLESS STEEL COVERPLATE. COORDINATE WITH THE OCCUPANCY SENSOR. LETTER INDICATES FIXTURE GROUPING BY SWITCH M.H. 48' AFF TO TOP $ PUSH-BUTTON DIMMER SWITCH. ON/OFF/DIMMING - 0-10V. LED DIMMER SHALL BE COMPATIBLE WITH LED DRIVER AND OCCUPANCY SENSOR. N.N. 4W AFF TO TOP $a MULTI -WAY PUSH-BUTTON DIMMER SWITCH, ON/OFF/DIMMING (MULTI -WAY APPLICATION WITH NON -DIMMING UNITS ONLY) 0-10V LED DIMMER SHALL BE COMPATIBLE WITH LED DRIVER AND OCCUPANCY SENSOR. M.H. 4W AFF TO TOP ABBREVIATIONS MF ABOVE FINISHED FLOOR MG MO. FINISHED GMDE E EXISTING ETR EXISTING TO EWC ELECTRIC WATER COOLER EIVH ELECTRIC WATER HEATER EG EOUIPMENT GROUND E. ENEKY SAVING LWIAST EXP FACP EIRE EXPLOSION MNr L L A M TERMINAL NA RMINAL CABINET F. FLAT PANEL DISP,IY .1 GROUND FAULT PROTECTION G. GMD GROUND GWB GYPSUM Wqu BOARD INT MTP HAND DRYER INTERCOMPAGING CMINET MOUNTED MOUNTING HEIGHT NOT APPLICABLE OW�EPDAIF'RACN1; sTDiuED UNDERGROUND R REMOVE AL RELOCATED wP WEATHER PROOF ELECTRICAL GFNERAL NOTES: (THESE NOTES APPLY TO ALL SHEETS( FRRICAL WORK SHALL MEET ALL of THE REWIRENEM'S OF THE ADA nUK1loca 7-7,1Vr7DE INCWDES THE BOTT EC BUIIDING. MELHMICAL, PLUMBING, ENERGY CONSERVATION, FUEL GM, 'REFERENCED ACCESSIBILITY, O TANDAR S INTHE FBC VOLUMES. MID TEST PROTOCOLS ME CHAPTERSE IBC MECHANICAL CHAPTER IS: FBC PLUMBING CHAPTER IS: FBC ENERGY CONSERVATION CHAPTER 6: AND FBC FUEL 6M CHAPTER M. B H EDITION Of E FLORIDA FIRE PREVENTION So INCLUDES THEFLORIDA VERSIONS OF NEPA IOAND NMI DE IMP. 1(6 [ODE 01 (EFFECTIVE DECEMBER M. MIJI C. (OTO NATIONAL ELECTRIC CODE. VISIT THE SITE AND VERIFY E IFVTo E EXISTING CONDITIONS TO GUN KNOWLEDGE OF THE SCOPE OF W I. PROVIDE SHALL MEAN.FURNISH AND INSTALL IN GENERA, THESE DRAWINGS ME SCHEMATIC IN NATURE AND SHOULD NOT BE SCALED. IT SHALSPECIFICATIONS T NOT BE 1NF�INTENT OF THESE PLANS AND/OR .PROVIDE ALL ITEMS NECESSARY FOR ACOO SHOW MPLETE AND OPMINOR ERATION. SYSTEM. M ELECTRIC. RE IEW LLATION THE ENTIRE SET OFBE FDOCUMENTSLY RFORACOOXDWITH ALLDINATION. OTHER TRADES. 6E MSOCCIATE4 WITH ILL-TIMED INSTALLATION INCLUDING ANY NO OR REPUCEMENTS.. CONCEALED UNLESS OTHERWISE NOTED. ALL CONDUIT DUESSEISOE%AC ROUTING TO BE DETERMINED IN THEMF OTHERWISE TD F. APPLY A BRUMASTIC COATING FOR ALL CONDUITS PENETRATING FLOOR SLABS OR OTHERWISE EXTENDING FROM BELOW GRADE. REDISMO PULL BOXES, JUNCTION BOXES, ETC. FOR A COMPLETE (NSTCaHWCTORs SNA[ BE STRANDED COPIER, 1HNNJTHWN, MINIMUM WIS AWG. KL [ONOU[TOPS SHAG[ BE IN CONDUIT, CTURED CMLING SHALL .or BE USED. " AL TS _ [RALE OTHER ALL CONTAINUAASEPARATE. GREEN. COPPER GROUNDING IJ. CONDUCTOR. MELBOAROS SHALL BE ACCURATELY LABELED TO IDENTIFY FINK CIRCUIT NUMBERS UTIuzED, THEIR LOAD AND LOCATION. 13. DO NOT SHARE NEUTRALS PROVIDE DEDICATED ALEUT LS FOR ALUMINUM EACH CIRCUIT, ALL ABOVE GROUND CONDUIT SHALL BE INTERMEDIATE STAINLESS STEEL SUPPORTS A. CONKIIT STRAPS. 15. CH CIRCUIT BOXES ALL RACEWAYS D BOXES SHALL 16L BE CAST ALUMINUM WEATHERPROOF TYPE. . BE INSTALLED ERE CONCEALED FROM VIEWSFMEWH FROM THERAL HIGHWAY AND CONCEALED FROM VIEW IN GENEAS MUCH AS POSSIBLE REFER TO u SPECIAL PROVISIONS (SPECIFICATIONS( FOR MORE REWIR£MENTS.N ELECTRICAL DRAWING INDEX SHEET MME ELECTRICAL GENERAL NOTES AND SYMBOL LEGEND LUMINAIRE SCHEDULE MID CUT SHEETS AE -101 ELECTRICAL PLAN AE -201 OVERPASS ELEVATIONS - LIGHTING PHOTOMETRIC PLAN AF -601 ELECTRICAL RISER DIAGRAM AF -701 ELECTRICAL AILS ID TLE -702 ELECTRICAL DETAILS R( No. I Date I Issue / Revision ROBERT C. ANSTON, PE PE 10858 W6/, INC. 3/11 W. DR. MART/N LUTHER K/7/6 JR. BLVD. SUITE 375 TAMPA FL 33607 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-I-52-02 ELECTRICAL GENERAL NOTES AND SYMBOL LEGEND DWG NO. SIGNED AND SEALED UNDER R AE -001 SHEET NO A-41 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC TYPE'A MORN W.N0 HHWxbu 0f11.1e i q er ISP.;. g�®lO ®RI --T+ e- yY M Prow .73 **r.+�w4rN�sw.r7.Mrnr DRIVER 0 -IN DIMMING rwar _fir _ empNw * —it=— anx . RMT —umr.. e=rrd �� 6a ra e • LED IEBT LUMENS, 3,500K • II w. ORIIMOEM sr... r...r. u......w ..rr .... moo STATIC COLOR 00 TALO-ENCRPWIATm (CO) Lbw FYIVn9-Sa 1. O1OjOk®...0 6 ,ti0i,®o,1.111. L® gq Y- El ...I 0 ' .. �,'��•we.luexn .taNaU xes.r g�®lO ®RI • e- v.e r r w -_ DRIVER 0 -IN DIMMING r=1- _fir _ 16 —it=— LEND 50 3.5001PER DRIVER / OWER SUPPLY SURFACE MWED, FACING UPWARD LIGHTING 6a ALONE LUMINAIRE WITH DIE LED EAR LASING, FROSTED TEMPERED ALUMINUM TWD 17 NCH INCR.... ADJUSTAni TYPE WALL MOUNTING BRACKETS WITH BRIDGE/NRPAss VIBRATION RATING AND IWO DEGREE DISTRIBUTION OPTICS LISTED LUNE PULSE AR USTON 0 IOD+R WLTP s 20/277-98 3 R3sKa.6 -VNBON IL12c x0<C. APPROVED T. LEAD.EQUIVALE PROVIDE CONNECTOR CABLE (ILFLCI As NECESSARY. 0.... O6!sW • LED IEBT LUMENS, 3,500K • .. , ft/mac tomirr 0 .... moo Eill r w Ctr (...: r --r BLUE LED SURFACMOUNT LINEAR LUMINAIRE WITH FIXED STAINLESS MOUNTING CLIP AND FROSTED LENS. WET LOCATION LISTED IPS, O E0SCFTR-NCSU-LoPROr. C5.0-eE-Trn APVED IVLU3T E WITH WET 5.1E5 I20 VOLT -29 VOLT PPL AHD ERFEED/CONNECTORS AS NECESSARY. 3 POWERE STAINLESS SUPPLIES SHALL BE 316 MINE SHALL BE MINIMUM TOO WATT. 1WATTS =Ira–. LED. 53 F PER OOT BLUE LEO DRIVER SURFKE 000 i, G'' WTWITH LUMINAIRE. WIDE COOIELTTINUOUS FLEX EED TH. WIRING AS NEC... SURFACE MOUNTED PROVIDE MOUNTINGIFOR THENG CURVEDSURFIES TO ACES! THE STATIC IE MOO. PTRM BOKA WBDKA-SW- - NC/CL-✓ARIES, OR APPROVED EQUIVALENT. PROVIDE 120 VOLT Ie VOLT Paw. eLEO-A,AvANV-NVOC4-IN-551 AND POWER ED/CONNECTORS A5 RECESS.. SHAT BE 316 NLOCAT ION. E GRADE STAOWER INLESS STEESHALL L WET 100 WATT 130 PER FOOT TYPE 'V KrdRA5MYM-Sm3WNe 1 cn6® IWO:nalwanSN9~s 11 luminii TYPE DESCRIPTION .. �,'��•we.luexn .taNaU xes.r 4 34� i.: ....H....... MM.rr9 N.. ATM CE YR 1.:4:''Q+�`,......, i'—...° * X10 e- v.e r r w -_ DRIVER 0 -IN DIMMING r=1- _fir _ 16 WATTS PER FO LEND 50 3.5001PER DRIVER / OWER SUPPLY SURFACE MWED, FACING UPWARD LIGHTING 6a ALONE LUMINAIRE WITH DIE LED EAR LASING, FROSTED TEMPERED ALUMINUM TWD 17 NCH INCR.... ADJUSTAni TYPE WALL MOUNTING BRACKETS WITH BRIDGE/NRPAss VIBRATION RATING AND IWO DEGREE DISTRIBUTION OPTICS LISTED LUNE PULSE AR USTON 0 IOD+R WLTP s 20/277-98 3 R3sKa.6 -VNBON IL12c x0<C. APPROVED T. LEAD.EQUIVALE PROVIDE CONNECTOR CABLE (ILFLCI As NECESSARY. 0.... O6!sW w ^ F LED IEBT LUMENS, 3,500K LED DRIVER .. , rw�.8.. LED ST MSTANDALONELUMINAIRE CAST OWITH DIE TMWITH . TYPE AND TWO . INCH WALL MOUNTINGCBRACKETSLY 5 VIBRATION RATING 1U+ o ET EA5LOCATIONBIROCUS OPTINSCOLOR xv-V1.0.11118-CC-XL.CC. OR APPRO.. PROVIDE LEADER CONNECTOR CMLE MEI. M 20 TYPE V' IRE 0 TImmW~FlnravA C W I?. ®some 0 ..... Ombra TYPE DESCRIPTION 0 0 ®I O e Orrw.. 0 Isri a e- G LED STANDALONE LUMINAIRE WITH DIE CAST LANSING. CLEAR TEMPERED WIDJ STABLE TYPE µBRKKESSI. W.MOUNTING BRACKETS VIBRATION RATIE. LISTED FOR WET LOCATION. IS6. CUSTOM COLOR LUMENPULSE SM-CC-KO{C.7OR3APAPPROVED UNIVALENT. STAINLESS STEEL PROVIDE LEADER NHCAROWA.. CABLE (WLFLCI. -_ DRIVER 0 -IN DIMMING r=1- _fir _ 16 WATTS PER FO LEND 50 3.5001PER DRIVER / OWER SUPPLY SURFACE MWED, FACING UPWARD LIGHTING 6a ALONE LUMINAIRE WITH DIE LED EAR LASING, FROSTED TEMPERED ALUMINUM TWD 17 NCH INCR.... ADJUSTAni TYPE WALL MOUNTING BRACKETS WITH BRIDGE/NRPAss VIBRATION RATING AND IWO DEGREE DISTRIBUTION OPTICS LISTED LUNE PULSE AR USTON 0 IOD+R WLTP s 20/277-98 3 R3sKa.6 -VNBON IL12c x0<C. APPROVED T. LEAD.EQUIVALE PROVIDE CONNECTOR CABLE (ILFLCI As NECESSARY. 1 20 15 LED IEBT LUMENS, 3,500K LED DRIVER MED KTUEkS ARM °BAC FACING LED ST MSTANDALONELUMINAIRE CAST OWITH DIE TMWITH . TYPE AND TWO . INCH WALL MOUNTINGCBRACKETSLY 5 VIBRATION RATING 1U+ o ET EA5LOCATIONBIROCUS OPTINSCOLOR xv-V1.0.11118-CC-XL.CC. OR APPRO.. PROVIDE LEADER CONNECTOR CMLE MEI. M TYPE AND V Spas r PNM VI1tfipM cv INDICATES LENGTH OF LUMINAIRE IN FEET ANO INCHES. KAM 66.6 P FIXTURE TYPE c. LENGTH 6.6 REF. TO PLANS FOR ADDITIONAL INFORMATION. LUMINAIRE 6 - LUMINAIRE SCHEDULE TYPE DESCRIPTION VOLTS WATTS WITS G LED STANDALONE LUMINAIRE WITH DIE CAST LANSING. CLEAR TEMPERED WIDJ STABLE TYPE µBRKKESSI. W.MOUNTING BRACKETS VIBRATION RATIE. LISTED FOR WET LOCATION. IS6. CUSTOM COLOR LUMENPULSE SM-CC-KO{C.7OR3APAPPROVED UNIVALENT. STAINLESS STEEL PROVIDE LEADER NHCAROWA.. CABLE (WLFLCI. D 56 LED LUMENSWITH 3,500K DRIVER 0 -IN DIMMING SURFKE MWNIFD 00 Ba.. STATIC WHITE LED SURFACE MOUNT LINEAR LUMINAIRE WITH FIXED MOUNTING CLIP AND FROSTED LENS.E ECT`COLOR OF T„° ,ACCESSORIES. ITIS FiB-..-F-.R-+l ..15.14W-VARIES.... R APPROVED EWIF"E°N%.SK PROVIDE VOLT ETSPT:11`sL:✓Az..�..11 6.1ND POWER FEED/CONNECTORS AS NECESSARY 1 WATTS PER FO LEND 50 3.5001PER DRIVER / OWER SUPPLY SURFACE MWED, FACING UPWARD LIGHTING C ALONE LUMINAIRE WITH DIE LED EAR LASING, FROSTED TEMPERED ALUMINUM TWD 17 NCH INCR.... ADJUSTAni TYPE WALL MOUNTING BRACKETS WITH BRIDGE/NRPAss VIBRATION RATING AND IWO DEGREE DISTRIBUTION OPTICS LISTED LUNE PULSE AR USTON 0 IOD+R WLTP s 20/277-98 3 R3sKa.6 -VNBON IL12c x0<C. APPROVED T. LEAD.EQUIVALE PROVIDE CONNECTOR CABLE (ILFLCI As NECESSARY. 1 20 15 LED IEBT LUMENS, 3,500K LED DRIVER MED KTUEkS ARM °BAC FACING LED ST MSTANDALONELUMINAIRE CAST OWITH DIE TMWITH . TYPE AND TWO . INCH WALL MOUNTINGCBRACKETSLY 5 VIBRATION RATING 1U+ o ET EA5LOCATIONBIROCUS OPTINSCOLOR xv-V1.0.11118-CC-XL.CC. OR APPRO.. PROVIDE LEADER CONNECTOR CMLE MEI. M 20 15 D 1513 3.500K LED DRIVER MOUNTED MNMANUFACTURERS BRAC3KETT FACING UPWARDS OO 1• BLUE LED SURFACMOUNT LINEAR LUMINAIRE WITH FIXED STAINLESS MOUNTING CLIP AND FROSTED LENS. WET LOCATION LISTED IPS, O E0SCFTR-NCSU-LoPROr. C5.0-eE-Trn APVED IVLU3T E WITH WET 5.1E5 I20 VOLT -29 VOLT PPL AHD ERFEED/CONNECTORS AS NECESSARY. 3 POWERE STAINLESS SUPPLIES SHALL BE 316 MINE SHALL BE MINIMUM TOO WATT. 1WATTS TTS PER FOOT LED. 53 F PER OOT BLUE LEO DRIVER SURFKE 000 i, G'' WTWITH LUMINAIRE. WIDE COOIELTTINUOUS FLEX EED TH. WIRING AS NEC... SURFACE MOUNTED PROVIDE MOUNTINGIFOR THENG CURVEDSURFIES TO ACES! THE STATIC IE MOO. PTRM BOKA WBDKA-SW- - NC/CL-✓ARIES, OR APPROVED EQUIVALENT. PROVIDE 120 VOLT Ie VOLT Paw. eLEO-A,AvANV-NVOC4-IN-551 AND POWER ED/CONNECTORS A5 RECESS.. SHAT BE 316 NLOCAT ION. E GRADE STAOWER INLESS STEESHALL L WET 100 WATT 130 PER FOOT LEO. 3.500K LEO DRIVER SURFACE 000 APPROVAL ISSUED BY ...RIMMUM RIOR APP OVAL suanarAL AND ANY SUBSITUTIONS WILL NOT . CONSIDERED o s EC�r[ TION Mo s OIOR APPROVAL SUBMITTAL REDUNEMRTS. NaIS xxu;,r z,7,LAw0 LOUTIoxs ME To BE DEERNNED MD �o°xuix:LrEulouRlFLsµovxoPnwU� eEvrew. sxoP D rxcs sxuL oElrn PACE PRoaopEo roxxecrox 'LI ssDEFs ,1T BE TrN.fc,s sr4E1 % Sow rovvin uuHixUii. °sfo xanowME M xwxc " 0 ALL FINAL PROVIDE WILL aE SELESTOM CTED DURING LORS TO RE SHOP DRAWING REVIEW, ID BY THE NCLUDING MOUNTING WIRE AND OUT, COEOR D TOR TYPE IR AND OUT. AND ECONE IGURA oN SHUL ..111. WITH SHOP STAINLESS EVIEW.E� ON SHALL BE CONTNUDUs. ALL M G HARDW SHALL BE O FORPROVIDE THE LUMINAIREIO THE G TO ALLOWUFORHE .PROXIMATLE EVERY I.2 caENUOUS SINXIIH BENDS. KLEHWXTINGrTHE CLIPSDANDMNEEDED HARDWARE ALL BE STAINLESS STEEL. NEROR5 M00MWENAMO OLOCTAM56UMINAIES AND INCLUDE EDUIEO SUPPLIES. 0 0 0 0 0 La E 0 No. 1 Date Issue / Revision ROBERT C 405705, PE PE 10858 W6/, INC. 3/// W OR. HART/A/ LUTHER 0/1/6 JR. BL✓O. SU/TE 375 TAMPA FL 33607 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD N0. COUNTY FINANCIAL PROJECT ID 5R 60 PINELLAS 437498-1-52-02 LUMINAIRE SCHEDULE AND CUT SHEETS DWG NO. AE -002 SHEET NO. A-42 SENDERSNOOF CIRCUITING THE LUMINAIRES ON THIS SHEET IS AL DETAILS FOR CONDUIT AND WIRE TO THE PANELBOARD CONCEALED FROM VVI ALL HOMER. RACEWAYS SHALL BE WE ABM HD TO ANDASOM POSSIBLE HE PUBLIC WAY /HI HWAY/ASRUCH AS POSSIBLEF .MC RACEWAYS NAY BE SURFACE MOUNTED ON HSTRUCTURAL AND ON THE STRUCTURE. wTERACEWAYSL THEBRIDLE STRUCTURE AS INDICATED. RYPICAII PROVIDE PLATFORM WITH TAIRS SEE RISER DIAGRAM FOR MORE INFORMATION. TIE TO CIRCUIT 'REFER r0 SHEET AE -201 FOR LIGHTING ON FINS AND PORTAL' JOELECTRICAL PLAN a 4• a 16• LOCATION OF NEW PANEL 'P. SEE RISER DIAGRAM. PROVIDE rcn'orcIsutZE4nr, 7`.'7=17c STEEL HARDWARE PILING/COLUMN. BLIT DO NOT Nowa PANEL OR STRUT DIRECTLY TO STRUCTURAL COLUMN AND siRSMTO PROVIDEEACCESSR OVERALL PROVIDEHT OF WITHCODED Rios IN`IGROUND ro airport BOLT Hr CONCRETE AND STAIRS AT GRADE LEVEL PROVIDED ENGINEERED SHOP PRAIN/NLS. SIGNED AND SEALED BY FLORIDA ECTED EDSUBMITAL REVIEW \ ERA 4X LIGHTING corerAm. ENCLOSURE METER XISTING OVERHEAD DUKE ENERGY -co 3 PHASE PRIMARY CODUCTORS \ EXISTING LEWITH NEW 1 PHASE f; TRANSFORM. BANK. REFER TO ELECTRIC=SER DIAGRAM FOR OH No. I Date I Issue / Revision ROBERT C. ANSTON• PE PE 4085B WG/• INC. 3/// W. OR MARTIN /OTHER KING /R. BLVD. SUITE 375 TAMPA FL 33607 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID SR 60 PINELLAS 437498-1-52-02 ELECTRICAL PLAN DWG NO. AE -101 SHEET NO A-43 ED AND SEALED UND CORD OF THIS SHEET IS THE E T OF THE PORTAL. XTUREETYPE, SHALL BE SURFFfE MOf.EDr N rHE (•ERFRN NOTE• CIRCUITING O£ THE LUMINAIRES ON THIS SHEET'S ELECTRIC.DIAGRAMATIC IN NATURE. REFER TO DETAILS FOR CONDUIT AND WIRE ROUTING. POWER SUPPLY HERE FOR ALL (al LUMINAIRES. RIGHT FIXTURE FTHE TYPE F�T PORTAL. BE SURFACE MOUNTED M THE PROVIDE MINIMUM 40 WATTLEFT SIDE OF THE FIN NIA CONTACTOR! (--,WEST iELEVATION - LIGHTING PLAN 111.11111 PROVIDE IMUMWATT POWERSUPPLYHERE OR ALL (a, LUMINAIRES. 0' 7 4' B' ROUTE WAYS AND INST.INSIDELDFOAES ON THE BEAM (RCONCEALED FROM VIEW,TO DETAIL, AE -42.. MOUNT ALL OWER SUPPLIES/ORNERS FOR AND AT TOP OF STRUCTURE ALL HOMER. RACEWAYS SHALL SE ROUTED TO AND FROM THE POSSIBLE RVIVIEW AS MUCH AS EW FROM THE PUBLIC WAY (HIGHWAY AS MUCH AS POSSIBLE. RACEWAYS MAY BE NTE ON HE STRUCTURAL COLUMN AND ON AIT".:1:CTOIE. 'ROI, RACEWAYS H THE BRIDGE STRUCTURE AS INDICATED ITYIICALL (VIA CONTACTOR/ (VIA CONTACTOR, OEAST ELEVATION - LIGHTING PLAN a z 4' R' C E E ROUTEaD s ON THE ICONCEZD FROW VIEWA REFER TO DETAIL, AE -70, No. 1 Date 1 Issue / Revision ROBERT C. ANSTON, PE PE 10858 W6/, /NC 3111 W. OR. MARTIN LUTHER R/56 JR. 8100.. SO/TE 375 TAMPA. FL 33607 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID 5R 60 PINELLAS 437498-1-52-02 OVERPASS ELEVATIONS - LIGHTING DWG NO. AE -201 SHEET NO SIGNED AND SEALED UNDER RULE 61015-23.00 A-44 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC F LUMINAIRE SCHEDULE REFER TO sneer AE -00.2 FOR LUMINAIRE INFORMATION ANO CUT SHEETS CALCULATION SUMMARY RAKE OVERPASS NALKWAr ORSERVATIION PECK PHOTOMETRIC PLAN 0.50 FC 0.24 FC 3.28 FC ]A5 FC AVERAGE 185 FC FC 5.89 23 11.77 SIGNED AND SEALED UNDER RULE THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIG No. I Date I Issue / Revision ROBERT C. AN5TON, PE PE 40858 NG/ INC. 3171 N OR. MARTIN LUTHER KING JR. BLVD. 5U/TE 375 TAMPA, fL 33607 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID 5R 60 PINELLAS 437498-1-52-02 PHOTOMETRIC PLAN DWG NO. AE -301 SHEET NO. A-45 OKI PANEL PK/1M WITH NEW 11 ENCLOSURE MPS coscr000mo MO FAST 154. EAST RVA MR EAST N CANOPY OS OA 20 RECEPTACLE SPACE SPACE SPACE SPACE SPACE 00 0.0 SPACE SPLICE 0.0 00 SPACE IS 19 21 A PH 520 COM le 0 PH 1140 SAR EVA 00 00 00 DO 00 00 00 00 0.0 04 04 00 00 MID SID SPAAE SPAM SPARE SPACE SPKE SPACE SPACE SPACE SPACE SPACE SPACE SPACE OFSORIFFION SEAVFS MIN LOAD ACM FEED 0 VERVE' RVAD PANEL KIM RISC EOM, HEAILINZ LAKES," ROM OTHPP SPARE 0 00 OM TOO 1. 1. TOTALS 4 00 RYA }KO AK EXTERIOR LIGHTING CONTROL DIAGRAM NOT TO SCALE DIAGRAM NOTES 0 w SLR S O cF ER. alb 1 / SKE CIF PO, RIMING DIME ENERO mar,. to 20/2.V LINKE LASSIPM0 RV, 1.1.1050. FEEDER SCHEDULE MIS CONDI, CARY. 1001 rio n O W-Nl0i°. ELECTRICAL RISER DIAGRAM NOT TO SCALE GENERAL NOTES: 1. COORDINATE ALL SItE WORN WITH UTILITY COMPANIES. 3/4'CM13SHALL BE BURIED°A HINIMUNMOfLIC B.F LININUN Of D DIN NY TRENCHES NEM AEXIBTING UTILITIES OR NS ION SYSTEMS SHALL BE REPAIRED TO NEW RIs IxO CONDITION AT No COST TO THE OWNER. TOE NMOHOLES o: PULLBOXFS M REWIRE:. Au BONES SMALL BF P v (DNABITE OR FWAL, TIER T1 TMFFIC MTED BOR ANO COVER. COVERS TO BE N OV HER HEAD BOLTS. COVERS TO INDICATEUND.C' DIRECTIONAL BO POSSIBLEL IIFT)E. IM BOTTOM OF PULLBOR. DIRECTIONAL BORE WHERE vOSSIBLE. S. DIRECTION. R.BORE EDER ANY EXISTING SIDEWALKS OR E a OMPACT RASS MEALTRENCHESND FILL. ALL ORESTORE S TOD GINALCONDITIONWIFHSOD (NO FED ALLOWED). DRAWING NOTES. 0 �°o'CDORo;..TENKLEPa,w "Ei:rT ,6 L o o T :C4i wow. O2 P16R 13 L3 W SURGE SUPPRESSION DEVICES PER SPECIFICATION 0 S UMING OF PANEL AND HENT. OD NOT MOUNT DIRECTLY TO ® OVERPASS STRUCTURAL SUPPORT COLUMN. CMO WEATHERPROOF wIOE R N NIGH K 1D' DEEP alL STAINLESS CABINET STEEL B�iN INTEMAL COI: RoILE: STEEL HOVNT(NN STRMINIRS ALL ETFO51 DPART x0. CMINET. O 0900075.0 FEED-THRU METER ENCLOSURE PER DOKE ENERGY '1,17X44:1.1900FO INEMELECTRIC AL '"Ir; YPir RA PUTFaRW-LIM iKcs. DT gLIEGT TOOC"A2 BO LI RSE 474 ESHOP DRAWINGS. SIGNED AND SEALED BY FLORIDA RES1STERED MOVIO IGTIVEENED PROFESSIONAL ENGINEER. NGIREVIEW.EOLOR 10 BE SELECTED BY ARCHITECT RING O PO CNLVIEW NU AS'CH a5 POSSIBLrIND VIEW TNI THE PUBLIC WAY IHIGHuxIEWAYf RS D ON CEWAYS ON TNF BRIDGE STRUCTURE 0 INDICAIEDOU ®D/ fir,IScroff„SUPPORT AND PLATFORM SHALL BE ISOLATED FROM FEEDER/BRANCH CIRCUIT SCHEDULE DESCRIPTION VOLTS PS 010 AIRE SERVICE/FEEDER SERVICE IMF PANEL LP 741 10 1.53 MIA 050 0 •1 MC IT 496 NM NOTE 1 NI BRANCH CIRCUIT PANEL , CM., PT ENDPOINT 10 ALIO MILL MO AK NOTE 1 160 PMEL C1.1717 15.1 ENDPOINT 0.6716 ill, 004 010 MO NOTE I 174 MAMIE P-5 ENDPOINT 307 4914 •I0 NAG 110 MO 010 P1,0 PAREL mu, P-7 ENDPOINT 05 017 0 275 10 MG 110 MG KO MIR NOTE I CIRCUIT P-9 ENDPOINT 254 110 AWL 110.4 A10 AWL NOM 1 190 NOTE I SEE IMMIX. FON CO DIAT SIMS NOTE PC1-1-15 WW1. SAFEM ;KT. LENGTHS ME F R CALCULATION MIK. 5 OWL NOVE vOLTKF (MOP P ROAST CASE VLACH CIRCO, IS 1.97 VOLTS HMV No. 1 Date 1 Issue / Revision ROBERT C. AN5T63; PE PE 40858 W6/, INC. 3111 81 OR. MART/N LUTHER //N6 3R. BLVD. SUITE 375 TAMPA, FL 33607 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD N0. COUNTY FINANCIAL PROJECT ID 5R 60 PINELLAS 437498-7-52-02 ELECTRICAL RISER DIAGRAM DWG NO. AE -601 SHEET NO A-46 NED AND SEALED UNDER RULE 6 @ LUMINAIRE TYPE 'A' MOUNTING DETAIL @LUMINAIRE TYPES 'C' AND 'D' MOUNTING DETAIL @LUMINAIRE TYPE 'B' MOUNTING DETAIL LEFT OF THE PORT. FIXTURE TYPE 'X ARE SURFACE MOUNTED ON LEFT SIDE of THE FINTHE OF THE P FIXTURE TYPE 'FOHTAL AFE 1214' SIDE 4FTTHE FINN' IMAGES ARE DIAGRAMMATIC TO SHOW INTENT - REFER TO PLAN VIEWS AND DETAILS OLUMINAIRE TYPE 'F' MOUNTING DETAIL THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61615-23.0 No. I Date I Issue / Revision ROBERT C. AN5T041 PE PE 40858 W6/, INC. 3/11 W. DR. MARTIN LUTHER K/N6 JR. BLVD SUITE 375 TAMPA FL 33607 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID 5R 60 PINELLAS 437498-1-52-02 ELECTRICAL DETAILS (1) DWG NO. AE -701 SHEET NO. A-47 ex, CAST WEATHERPROOF JUUNCTION ROY ROUTE RACEWAYS AND CIRCUIT CONDFROM BOX INTO THE LUMINAIRE UCTORS Mx/POWER CONNECTION POINT. RACEWAYS SHALL BE INSTALLED THROUGH THE STEEL BEAN AT THE CENTER POINT OF THE BEAN. (TYPICAL) ;Zang WITH CUGHTUNG CONDUCTORS MWRPOVERPASS WALKWAY 1O STRUCTURE. BELOW ()LIGHTING CONDUIT ROUTING DETAIL 3/P CONDUIT MOUNTED TO TOP OF STRUCTURE LED DRIVER POWER SUPPLIES MOUNTED 10 TOP OF STRUCTURE. PROVIDE ONE DRIVER PER FIN LENGTH. LEO DRIVER POWER SUPPLIES MOUNTED TO TOP OF STRUCIVP. PROVIDE ONE DRIVER PER FIN LENGTH. OLED DRIVER MOUNTING DETAIL 3/1. CONDUIT MOUNTED TO TOP OF STRUCTURE No. 1 Date 1 Issue / Revision ROBERT C AN5TON PE PE !0058 M'O/, /NC 3/1/ W OR. MARTIN /OTHER KING JR. BLYO. SIJ/TE 375 TAMPA, 71 33007 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO COUNTY FINANCIAL PROJECT 10 5R 60 PINELLAS 437498-1-52-02 ELECTRICAL DETAILS (2) DWG NO. AE -702 SHEET NO A-48 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6161S-23.004, FAC. 625-010-10 ROADWAY DESIGN OGC - 08/17 Page 9 of 12 Section No. CAFA No. EXHIBIT "B" SPECIAL PROVISIONS Add any language of legal revisions here that amends the CAFA requirements. 625-010-10 ROADWAY DESIGN OGC - 08/17 Page 10 of 12 Section No. 15040000 CAFA No. EXHIBIT "C" TERMS AND CONDITIONS FOR INSTALLATION OF THE PROJECT Exhibit "C" is not applicable to this agreement. 625-010-10 ROADWAY DESIGN OGC - 08/17 Page 11 of 12 Section No. CAFA No. EXHIBIT "D" AGENCY RESOLUTION Insert copy of signed resolution 625-010-10 ROADWAY DESIGN OGC - 08/17 Page 12 of 12 Section No. CAFA No. EXHIBIT "E" NOTICE OF COMPLETION AND RESPONSIBLE PROFESSIONAL'S CERTIFICATE OF COMPLIANCE NOTICE OF COMPLETION COMMUNITY AESTHETIC FEATURE AGREEMENT Between THE STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION and the City of Clearwater PROJECT DESCRIPTION: City of Clearwater Aesthetic. Features affixed to FDC)T SRBO/Crnrrtney Campbell Causeway Pedestrian Overpass. In accordance with the Terms and Conditions of the Community Aesthetic Feature Agreement, the undersigned provides notification that the work authorized by this Agreement is complete as of , 20 . By: Name: Tara Kivett, P.E. Title: City Engineer - Public Works RESPONSIBLE PROFESSIONAL'S CERTIFICATION OF COMPLIANCE In accordance with the Terms and Conditions of the Community Aesthetic Feature Agreement, the undersigned certifies that all work which originally required certification by a Professional Engineer has been completed in compliance with the Project construction plans and specifications. If any deviations have been made from the approved plans, a list of all deviations, along with an explanation that justifies the reason to accept each deviation, will be attached to this Certification. Also, with submittal of this certification, the Agency shall furnish the Department a set of "as -built" plans certified by the Engineer of Record. By: SEAL: Name: Date: Docusign Envelope ID:07484473-050B-4481-86A9-E05DFB48E250 Form 122-A Submittal/Approval Letter To:Allan Urbonas, PE Date:03/03/2025 1 11:14 AM EST District or Turnpike Design Engineer Community Aesthetic Feature, Financial Project ID: 437498-1-52-01 New Const. NRRR❑ Other Public Art(Affixed) Federal Aid Number: D723-081-B Project Name: SR 60(Courtney Campbell)Pedestrian Overpass from Courtney Campbell Trail to Bayshore Trail State Road Number: SR 60 Co./Sec./Sub. Pinellas/15040000 Begin Project MP: 6.081 End Project MP: 6.081 FHWA Project of Division Interest: Yes❑ No ❑E Request for: Design Exception❑ Design Variation Design Variation Memorandum Community Aesthetic Feature: Conceptual ❑ Final Re-submittal:Yes❑ No❑ Original Ref# Requested for the following element(s): ❑ Design Speed ❑ Lane Width Shoulder Width Cross Slope ❑ Design Loading Structural Capacity Vertical Clearance Maximum Grade Stopping Sight Distance ❑ Superelevation Horizontal Curve Radius Other Community Aesthetic Feature,Public Art(Affixed) As part of FDOT construction project 437498-1, SR 60 (Courtney Campbell) Pedestrian Overpass from Courtney Campbell Trail to Bayshore Trail, aesthetic enhancements in the selected Fish design will be constructed on the overpass over Courtney Campbell Causeway (SR 60). The City of Clearwater will maintain the aesthetic enhancements in accordance with Maintenance MOA#01-2024 dated 04/02/2024 and the Architectural Lighting Agreement dated 11/29/2023. ge 4fied by: �aaI 02/28/2025 I 1:57 PM PST �l Date MZ41`70228446... Responsible Professional Engineer or Landscape Architect(Landscape-Only Projects) Q �-- 03/03/2025 1 10:51 AM EST UIIII.A�, U&DIiLA.$ Date Date FtQeA2C28E72466... Name: District or Turnpike Design Engineer District Structures Design Engineer 5aW,4DocuSigned by: �I.' 03/03/2025 1 11:14 AM EST[��IA.I/l� Date Date DM23A862FE,tk... Name: District Seven Secretary State Structures Design Engineer Date Date Name: Name: Chief Engineer FHWA Division Administrator Form 122-A 13 Docusign Envelope ID:07484473-050B-4481-86A9-E05DFB48E250 RESOLUTION NO. 24-14 A RESOLUTION OF THE CITY OF CLEARWATER, FLORIDA APPROVING A COMMUNITY AESTHETIC FEATURES AGREEMENT BETWEEN THE CITY OF CLEARWATER (THE "CITY") AND THE FLORIDA DEPARTMENT OF TRANSPORTATION ("FDOT"); PROVIDING FOR THE INSTALLATION AND MAINTENANCE OF AESTHETIC ELEMENTS AND LIGHTING ENHANCEMENTS FOR THE PEDESTRIAN OVERPASS OF STATE ROAD 60 AND SOUTH BAYSHORE BOULEVARD; AUTHORIZING THE CITY DESIGNEEMANAGER OR TO EXECUTE THE AGREEMENT AND ALL RELATED DOCUMENTS; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City recognizes the important role of branding and wayfinding signage on major roads to promote civic pride, placemaking, and support tourism; and WHEREAS, the State Road 60 (Courtney Campbell Causeway) is a crucial east- west corridor in the City that is owned and operated by FDOT on behalf of the State of Florida; and WHEREAS, the construction of a pedestrian overpass on State Road 60, east of South Bayshore Boulevard, provides the opportunity to affix Aesthetic Elements that will create an identifying landmark to those entering the City; and WHEREAS, in order to construct an artistic design and improvements to the pedestrian overpass in the State right-of-way, FDOT requires the City to enter into a Community Aesthetic Feature Agreement ("CAFA") that provides for the design, installation and maintenance of the Aesthetic Elements; and WHEREAS, under the terms of the CAFA, the City will perform any future maintenance including cleaning and replacement of damaged or deteriorating materials to the Aesthetic Elements of the overpass at the City's cost; and WHEREAS, under the terms of the CAFA, the City must pay for the costs of removal and restoration of the right-of-way ("Removal and Restoration") upon the expiration or earlier termination of the CAFA; and WHEREAS, the Administration has determined that $15,000.00 is an amount sufficient to cover the costs to FDOT pursuant to the CAFA; and WHEREAS, FDOT has requested that the City sign and deliver to FDOT the CAFA and adopt a Resolution approving the same; and 1 Resolution No. 24-14 Docusign Envelope ID:07484473-050B-4481-86A9-E05DFB48E250 WHEREAS the architectural plans are attached to the CAFA; and WHEREAS the CAFA and related documentation are incorporated herein as part of this Resolution; now, therefore; BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, FLORIDA: Section 1 . The City approves the Community Aesthetic Features Agreement, as attached in Exhibit "A,", accepting the rights and responsibilities provided for in the Agreement and authorizing appropriate City officials to take all necessary action as may be necessary or appropriate to perform all obligations and commitments of the City of Clearwater in accordance with the provisions of the Agreement. Section 2. This Resolution shall take effect immediately upon adoption. Section 3. The City Clerk is directed to transmit a copy of this Resolution and the signed CAFA to the Secretary for District Seven of FDOT no later than fourteen (14) days after the Resolution and agreement are signed. PASSED AND ADOPTED this 5th day of December , 2024. 5Signed by: Signed by: t,In,�,t�c,v �btvtnc,v15v1�.c, I�,cfbv F�'S'E�48F�Yk �,roro�ro'r"rFo... Jennifer Poirrier Bruce Rector City Manager Mayor DS Approved as to form: Attest: FSigned by: DocuSigned by: W4 SiKysbw C Jerrod Simpson Rosemarie Call Assistant City Attorney City Clerk 2 Resolution No. 24-14 Docusign Envelope ID:07484473-050B-4481-86A9-E05DFB48E250 EXHIBIT "A" COMMUNITY FEATURES AESTHETIC AGREEMENT 3 Resolution No. 24-14