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Home My WebLink About24482AGREEMENT INFORMATION AGREEMENT NUMBER 24482 NAME/TYPE OF AGREEMENT STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DESCRIPTION ADDENDUM TO CONSTRUCTION AGREEMENT/GUARDRAIL INSTALLATION AT NW 36TH ST & NW 7TH AVE/FILE ID: 13097/R-23-0042/MATTER ID: 22-864K/#6 EFFECTIVE DATE May 18, 2023 ATTESTED BY NICOLE EWAN ATTESTED DATE 3/6/2023 DATE RECEIVED FROM ISSUING DEPT. 6/8/2023 NOTE COPY Construction Agreement No.: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION CONSTRUCTION AGREEMENT 2022-C-690-00003 850-040-89 MAINTENANCE OGC - 07/13 Page 1 of 4 THIS CONSTRUCTION AGREEMENT (this "Agreement") is made and entered into by and between the State of Florida, Department of Transportation (Address) 1000 NW 111th AVE, MIAMI, FL 33172 (hereinafter referred to as the "DEPARTMENT") and CITY OF MIAMI FIRE RESCUE (Address) 1151 NW 7 ST, MIAMI, FL 33136 (hereinafter referred to as the "Construction Coordinator"). WITNESSETH: WHEREAS, the DEPARTMENT is authorized and required by Section 334.044(13), Florida Statutes, to coordinate the planning, development, and operation of the State Highway System; and WHEREAS, pursuant to Section 339.282, Florida Statutes, the DEPARTMENT may contract with a property owner to finance, construct, and improve public transportation facilities; and WHEREAS, the Construction Coordinator proposes to construct certain improvements to SR SR 7 Section 140 Subsection 000 from Begin MP 2.643 to End MP 3.142 Local Name NW 7TH AVE located in Miami -Dade County (hereinafter referred to as the "Project"); and WHEREAS, the parties desire to enter into this Agreement for the Construction Coordinator to make improvements within the DEPARTMENT'S right of way to construct the Project, which will become the property of the Department upon acceptance of the work. NOW, THEREFORE, based on the premises above, and in consideration of the mutual covenants contained herein, the parties hereby agree that the construction of the Project shall proceed in accordance with the following terms and conditions: 1. The recitals set forth above are specifically incorporated herein by reference and made a part of this Agreement. The Construction Coordinator is authorized, subject to the conditions set forth herein, to enter the DEPARTMENT'S right of way to perform all activities necessary for the construction of See attached exhibit A scope of services/special provisions. 2. The Project shall be designed and constructed in accordance with the latest edition of the DEPARTMENT'S Standard Specifications for Road and Bridge Construction and DEPARTMENT Design Standards and Manual of Uniform Traffic Control Devices ("MUTCD"). The following guidelines shall apply as deemed appropriate by the DEPARTMENT: the DEPARTMENT Structures Design Manual, AASHTO Guide Specifications for the Design of Pedestrian Bridges, AASHTO LRFD Bridge Design Specifications, the DEPARTMENT Plans Preparation Manual ("PPM") Manual for Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways (the "Florida Green Book") and the DEPARTMENT Traffic Engineering Manual. The Construction Coordinator will be required to submit any construction plans required by the DEPARTMENT for review and approval prior to any work being commenced. Should any changes to the plans be required during construction of the Project, the Construction Coordinator shall be required to notify the DEPARTMENT of the changes and receive approval from the DEPARTMENT prior to the changes being constructed. The Construction Coordinator shall maintain the area of the project at all times and coordinate any work needs of the DEPARTMENT during construction of the project. 3. The Construction Coordinator shall notify the DEPARTMENT a minimum of 48 hours before beginning construction within DEPARTMENT right of way. The Construction Coordinator shall notify the DEPARTMENT should construction be suspended for more than 5 working days. 4. Pursuant to Section 7-13 of the DEPARTMENT Standard Specifications, the Construction Coordinator is required to possess a general liability insurance naming the DEPARTMENT as an additional insured and insuring the DEPARTMENT and the Construction Coordinator against any and all claims for injury or damage to persons and property, and for the loss of life or property that may occur (directly or indirectly) by reason of the Construction Coordinator accessing DEPARTMENT right of way and the Construction Coordinator's performance of the Project. Such amount shall be carried in a minimum amount of not less than ONE MILLION and 00/100 Dollars ($ 1000000 ) for bodily injury or death to any one person or any number of persons in any one occurrence, and not less than ONE MILLION and 00/100 Dollars ($ 1000000 ) for property damage, or a combined coverage of not less than TWO MILLIONS and 00/100 Dollars ($ 2000000 ). Additionally, the Construction Coordinator shall supply the DEPARTMENT with a payment and performance bond in the amount of the estimated cost of construction, provided by a surety authorized to do business in the State of Florida, payable to the DEPARTMENT. The bond and insurance shall remain in effect until completion of construction and acceptance by the DEPARTMENT. Prior to commencement of the Project and on such other occasions as the DEPARTMENT may reasonably require, the Construction Coordinator shall provide the DEPARTMENT with certificates documenting that the required insurance coverage is in place and effective. If the Construction Coordinator is a governmental entity they will be exempt from these requirements. 5. The Construction Coordinator 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 the DEPARTMENT Standard Specifications, section 102. The Construction Coordinator 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 the DEPARTMENT Design Standards, Index 600 series. Any MOT plan developed by the Construction Coordinator that deviates from the DEPARTMENT Design Standards must be sianed and sealed by a professional engineer. MOT plans will require approval by the DEPARTMENT prior to implementatibr.. 6. The Construction Coordinator shall be responsible for locating all existing utilities, k Lt'r uera'I end urrdcrrpourid, and for ensuring that all utility locations be accurately documented on the construction plans. All utility cGr llcts small ue u y rGSGIVaG directly with the applicable utility. 850-040-89 MAINTENANCE OGC — 07/13 Page 2 of 4 7. The Construction Coordinator will be responsible for obtaining all permits that may be required by other agencies or local governmental entities. 8. It is hereby agreed by the parties that this Agreement creates a permissive use only and all improvements resulting from this agreement shall become the property of the DEPARTMENT. Neither the granting of the permission to use the DEPARTMENT right of way nor the placing of facilities upon the DEPARTMENT property shall operate to create or vest any property right to or in the Construction Coordinator, except as may otherwise be provided in separate agreements. The Construction Coordinator shall not acquire any right, title, interest or estate in DEPARTMENT 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 Construction Coordinator's use, occupancy or possession of DEPARTMENT right of way. The parties agree that this Agreement does not, and shall not be construed to, grant credit for any future transportation concurrency requirements pursuant to chapter 163, Florida Statutes. 9. The Construction Coordinator shall perform all required testing associated with the design and construction of the project. Testing results shall be made available to the DEPARTMENT upon request. The DEPARTMENT shall have the right to perform its own independent testing during the course of the Project. 10. The Construction Coordinator shall exercise the rights granted herein and shall otherwise perform this Agreement in a good and workmanlike manner, with reasonable care, in accordance with the terms and provisions of this Agreement and all applicable federal, state, local, administrative, regulatory, safety and environmental laws, codes, rules, regulations, policies, procedures, guidelines, standards and permits, as the same may be constituted and amended from time to time, including, but not limited to, those of the DEPARTMENT, applicable Water Management District, Florida Department of Environmental Protection, Environmental Protection Agency, the Army Corps of Engineers, the United States Coast Guard and local governmental entities. 11. If the DEPARTMENT determines a condition exists which threatens the public's safety, the DEPARTMENT may, at its discretion, cause construction operations to cease and immediately have any potential hazards removed from its right of way at the sole cost, expense, and effort of the Construction Coordinator. The Construction Coordinator shall bear all construction delay costs incurred by the DEPARTMENT. 12. All work and construction shall be completed within 60 days of the date of the last signature affixed to this agreement. If construction is not completed within this time, the DEPARTMENT may make a claim on the bond. The DEPARTMENT may terminate this Agreement at any time, with or without cause and without DEPARTMENT liability to the Construction Coordinator, by providing sixty (60) days prior written notice of termination to the Construction Coordinator. 13. The Construction Coordinator shall be responsible to maintain and restore all features that might require relocation within the DEPARTMENT right of way. 14. The Construction Coordinator will be responsible for clean up or restoration required to correct any environmental or health hazards that may result from construction operations. 15. Upon completion of construction, the Construction Coordinator will be required to submit to the DEPARTMENT final as -built plans and an engineering certification that construction was completed in accordance to the plans. Prior to the termination of this Agreement, the Construction Coordinator shall remove its presence, including, but not limited to, all of the Construction Coordinator's property, machinery, and equipment from DEPARTMENT right of way and shall restore those portions of DEPARTMENT 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. 16. If the DEPARTMENT determines that the Project is not completed in accordance with the provisions of this Agreement, the DEPARTMENT shall deliver written notification of such to the Construction Coordinator. The Construction Coordinator shall have thirty (30) days from the date of receipt of the DEPARTMENT'S written notice, or such other time as the Construction Coordinator and the DEPARTMENT mutually agree to in writing, to complete the Project and provide the DEPARTMENT with written notice of the same (the "Notice of Completion"). If the Construction Coordinator 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, within its discretion may: 1) provide the Construction Coordinator with written authorization granting such additional time as the DEPARTMENT deems appropriate to correct the deficiency(ies); or 2) correct the deficiency(ies) at the Construction Coordinator's sole cost and expense, without DEPARTMENT liability to the Construction Coordinator 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 Construction Coordinator with an invoice for the costs incurred by the DEPARTMENT and the Construction Coordinator shall pay the invoice within thirty (30) days of the date of the invoice. 17. Nothing in this Agreement shall be deemed or otherwise interpreted as waiving the DEPARTMENT'S sovereign immunity protections, or as increasing the limits of liability as set forth in Section 768.28, Florida Statutes. The DEPARTMENT'S liability for breach of this Agreement is limited in amount and shall not exceed the limitations of liability for tort actions as set forth in Section 768.28(5), Florida Statutes. 18. All formal notices, proposed changes and determinations between the parties hereto and those required by this Agreement, including, but not limited to, changes to the notification addresses set forth below, shall be in writing and shall be sufficient if mailed by regular United States mail, postage prepaid, to the parties at the contact information listed below. 19. The Construction Coordinator shall not cause any liens or encumbrances to attach to any portion of DEPARTMENT right of way. 20. This Agreement shall be governed by the laws of the State of Florida in terms of interpretation and performance. Venue for any and all actions arising out of or in any way related to the interpretation, validity, performance or breach of this Agreement shall lie exclusively in a state court of appropriate jurisdiction in Leon County, Florida. 21. The Construction Coordinator may not assign, pledge or transfer any of the rights, duties arm cl>!4,sticrs p ovIded in this Agreement without the prior written consent of the DEPARTMENT'S District Secretary or his/he. Ja34:ree. The-. C-EFARTNiE'vT has the sole discretion and authority to grant or deny proposed assignments, with or without cause. NC..hing hecain SIlail prevent i e Construction Coordinator from delegating its duties hereunder, but such delegation shall not release the Cc.nsru.-tIcr f; n its obligation to perform this Agreement. 850-040-89 MAINTENANCE OGC — 07/13 Page 3 of 4 22. This Agreement shall be binding upon and inure to the benefit of the parties hereto 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 herein. 23. This instrument, together with the attached exhibits and documents made part hereof by reference, contain the entire agreement of the parties and no representations or promises have been made except those that are specifically set out in this Agreement. All prior and contemporaneous conversations, negotiations, possible and alleged agreements and representations, covenants, and warranties with respect to the subject matter of this Agreement, and any part hereof, are waived, merged herein and superseded hereby. 24. By their signature below, the parties hereby acknowledge the receipt, adequacy and sufficiency of consideration provided in this Agreement and forever waive the right to object to or otherwise challenge the same. 25. The failure of either party to insist on one or more occasions on the strict performance or compliance with any term or provision of this Agreement shall not be deemed a waiver or relinquished in the future of the enforcement thereof, and it shall continue in full force and effect unless waived or relinquished in writing by the party seeking to enforce the same. 26. 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. 27. If any section, paragraph, clause or provision of this Agreement is adjudged by a court, agency or authority of competent jurisdiction to be invalid, illegal or otherwise unenforceable, all remaining parts of this Agreement shall remain in full force and effect and the parties shall be bound thereby so long as principle purposes of this Agreement remain enforceable. 28. A modification or waiver of any of the provisions of this Agreement shall be effective only if made in writing and executed with the same formality as this Agreement. 29. The Construction Coordinator agrees to promptly indemnify, defend, save and hold harmless the DEPARTMENT and all of its officers, agents and employees from and pay all demands, claims, judgments, liabilities, damages, fines, fees, taxes, assessments, penalties, costs, expenses, attorneys' fees and suits of any nature or kind whatsoever caused by, or arising out of or related to the performance or breach of this Agreement by the Construction Coordinator, including, without limitation, performance of the Project within the DEPARTMENT'S right of way. The term "liabilities" shall specifically include, without limitation, any act, action, neglect or omission by the Construction Coordinator, its officers, agents, employees or representatives in any way pertaining to this Agreement, whether direct or indirect, except that neither the Construction Coordinator nor any of its officers, agents, employees or representatives will be liable under this provision for damages arising out of injury or damages directly caused or resulting from the sole negligence, intentional or wrongful acts of the DEPARTMENT or any of its officers, agents or employees. The Construction Coordinator shall notify the DEPARTMENT in writing immediately upon becoming aware of such liabilities. The Construction Coordinator's inability to evaluate liability, or its evaluation of liability, shall not excuse performance of the provisions of this paragraph. The indemnities assumed by the Construction Coordinator shall survive termination of this Agreement. The insurance coverage and limits required in this Agreement may or may not be adequate to protect the DEPARTMENT and such insurance coverage shall not be deemed a limitation on the Construction Coordinator's liability under the indemnities granted to the DEPARTMENT in this Agreement. 30. Construction Coordinator: (1) shall utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the Construction Coordinator during the term of the contract; and (2) shall expressly require any subcontractors performing work or providing services pursuant to the state contract to likewise utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment eligibility of all new employees hired by the subcontractor during the contract term. 31. COMPLIANCE WITH LAWS The Construction Coordinator 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 Construction Coordinator in conjunction with this Agreement. Specifically, if the Construction Coordinator is acting on behalf of a public agency the Construction Coordinator shall: (1) Keep and maintain public records that ordinarily and necessarily would be required by the Department in order to perform the services being performed by the Construction Coordinator. (2) Provide the public with access to public records on the same terms and conditions that the Department would provide the records and at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes, or as otherwise provided by law. (3) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law. (4) Meet all requirements for retaining public records and transfer, at no cost, to the Department all public records in possession of the Construction Coordinator upon termination of the contract and destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electronically must be provided to the Department in a format that is compatible with the information technology systems of the Department. Failure by the Construction Coordinator to grant such public access shall be grounds for immediate unilateral cancellation of this Agreement by the Department. The Construction Coordinator shall promptly provide the Department with a copy of any request to inspect or copy public records in possession of the Construction Coordinator and shall promptly provide the Department a copy of the Cor_truction ^ac, d rator's response to each such request. DocuSign Envelope ID: F97BE20C-69AA-472D-967C-BC6E4372B1 B4 CONSTRUCTION COORDINATOR CONTACT INFORMATION Name YHOSVANY RODRIGUEZ Office No. (305) 510-3026 ext. Cell 850-040-89 MAINTENANCE OGC — 07/13 Page 4 of 4 Title CAPTAIN OF LOGISTICS DEPARTMENT Email YRodriguez@miamigov.com Name JOSE LORENZO Title ROADWAY PROJECT ENGINEER Office No. (305) 592-7283 ext. 215 Cell Email JLorenzo@APCTE.com Mail Address 8935 NW 35TH LANE, SUITE 200, DORAL, Florida 33172 IN WITNESS WHEREOF, Construction Coordinator and the DEPARTMENT have executed this Agreement for the purposes herein expressed on the dates indicated below. CONSTTR%C,T/I • '' .COORDINATOR By: , (Signature) (Print Name) (Title) (Date) DE ARYMOtee TRANNSPORTATION fl,t/56(Ut-lt, JUl y: 131=7F-71314CG (Signature) Elizabeth Jett District Permit Engineer 05/18/2023 1 11:32 AM EDT Legal Review: (Print Name) (Title) (Date) signed by ATrujillo Alicia Trujillo, Digitally Date:2023.05.121202:31licia-04'00' Approved 2022-C-690-00003 Elizabeth Jett 5/18/2023 DocuSign Envelope ID: F97BE20C-69AA-472D-967C-BC6E4372B1 B4 CITY OF MIAMI ADDENDUM TO CONSTRUCTION AGREEMENT NO. 2022-C-690-00003 BETWEEN THE CITY OF MIAMI AND THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 05/18/2023 1 11:32 AM ED This Addendum, dated , T2022 ("Effective Date"), to Construction Agreement No. 2022-C-690-00003 (the "Construction Agreement") is executed contemporaneously with, and is incorporated into the Construction Agreement, between the City of Miami, a State of Florida municipal corporation ("Construction Coordinator"), and the State of Florida Department of Transportation, a State of Florida agency ("Department"). The Construction Coordinator and the Department ("Party" or, jointly, the "Parties") hereby modify the Construction Agreement as follows: 1. Construction Agreement Sections 4 & 29 are hereby amended with the addition of the following language: "Nothing in this Agreement, shall be deemed or otherwise interpreted as waiving the Construction Coordinator's sovereign immunity protections, or as increasing the limits of liability as set forth in Section 768.28, Florida Statutes. The Construction Coordinator's liability for torts is limited in amount and shall not exceed the limitations of liability as set forth in Section 768.28, Florida Statutes. Additionally, the term "agent" as used in this Agreement shall not be inclusive of any independent contractor nor of any subcontractor of the same." The Construction Coordinator is self -insured subject to the limitations and provisions as set forth in Section 768.28, Florida Statutes. 2. Counterparts; Electronic Signatures. The Construction Agreement and this Addendum may be executed in counterparts, each of which shall be an original as against either Party whose signature appears thereon, but all of which taken together shall constitute but one and the same instrument. An executed facsimile or electronic scanned copy of the Construction Agreement and of this Addendum shall have the same force and effect as an original. The Parties shall be entitled to sign and transmit an electronic signature on the Construction Agreement and on this Addendum (whether by facsimile, PDF, or other email transmission), which signature shall be binding on the Party whose name is contained therein. Any Party providing an electronic signature agrees to promptly execute and deliver to the other Party an original signed Construction Agreement and Addendum upon request. All other terms, covenants and conditions of the Construction Agreement shall remain in full force and effect, except to the extent herein expressly modified by this Addendum. Page 1 of 2 2022-C-690-00003 Elizabeth Jett 5/18/2023 DocuSign Envelope ID: F97BE20C-69AA-472D-967C-BC6E4372B1 B4 IN WITNESS WHEREOF, the Parties have executed this Addendum as of the day and year first above written. ATTEST: By: Name: Title: FDOT LEGAL REVIEW: 'Digitallysignedjillo Alicia Trujillo,' Date: 2023.05.12 b13:07:18-0AliciaTru4'00' Alicia Trujillo, District Chief Counsel ATTES : ---_,, -,,,, dd B. Hannon City Cler "Department" State of Florida Department of Transportation, a State of Florida agency DocuSigned by: By: f Untoi & J Name: r1330UF41514'eD... Elizabeth Jett Title: District Permit Engineer "Construction Coordinator" City of Miami, � a State of Floridap iicipal corporation By: Arthur Noriega V City Manager APPROVED AS TO LEGAL FORM AND APPROVED AS TO INSURANCE CORRECTNESS: By: Victoria Mendez City Attorney RV 2t23i Matter 22-864K) Risk Management Page 2 of 2 REQUIREMENTS: By: .1/4— Anne Marie Sharpe, Director 2022-C-690-00003 Elizabeth Jett 5/18/2023 SPECIAL PROVISIONS FOR PERMIT # 2022-C-690-00003 SECTION # 87090, 87140 / STATE ROAD # 25, 7 GUARDRAIL INSTALLATION AT NW 36TH STREET AND NW 7TH AVENUE 1. PLEASE COORDINATE PRE -CONSTRUCTION MEETING MR. JUAN VELASQUEZ at (305) 640-7279, (786) 229-6109, Email: Juan.Velasquez(aOot.state.fl.us, AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCEMENT OF WORK_ 2. SUBMIT A DETAILED LANE CLOSURE FORM, NOTING WORK AND TIME PHASES THRU THE LANE CLOSURE INFORMATION SYSTEM (LCIS) AT https://lcisv2.com/ . THE LANE CLOSURE REQUEST SHALL BE APPROVED BY THE DEPARTMENT AT LEAST 2 WEEKS PRIOR TO BEGINNING WORK WITHIN THE FDOT RIGHT OF WAY THERE SHALL BE NO LANE CLOSURES BETWEEN THANKSGIVING AND NEW YEAR'S EVE DUE TO MORATORIUM, UNLESS OTHERWISE APPROVED. 3. Working hours within the F.D.O.T. right of way shall be between the hours of 9:30 A.M. and 3:30 P.M. and optionally from 9:00 P.M. to 5:00 A.M. or as directed by the Department Representative prior to commencement of work. Safe access to adjacent properties/driveways shall be maintained at all times. 4. Steel plates: If steel plates are to be used instead of temporary backfill, then construction details or shop drawings are to be submitted to the Department for review and approval prior to use. 5. The contractor is required to maintain the Clear Zone free of hazards, such as drop-offs and above ground hazards. Heavy equipment and materials cannot be stored within the clear zone. 6. The contractor is responsible for providing any necessary temporary shoring to minimize damage to the adjacent pavement and to protect public safety. 7. Materials testing required for restoration work must be performed by an FDOT pre -qualified laboratory and FDOT Qualified Technicians. The Qualified Laboratories list is available to the public from the Materials Acceptance and Certification (MAC) webpage at the FDOT Materials Office website. https://www.fdot.gov/materials/quality/programs/IaboratoryquaIification/index.shtm 8. QC Company/Lab information is to be provided to the Department at the Pre -Commencement meeting 9. The project corridor is within the consultation area for the Florida bonneted bat, an endangered species. Trees along the project corridor have been identified as potential habitat for the bat. Please be aware that if any tree impacts (removals, relocations, trimming, root pruning) are proposed as part of this project, a species survey is warranted to determine if roosting or foraging habitat exists. Coordination with U.S. Fish and Wildlife Service may be required. 305-526-2620 (404) 679-7070 or email: pennitsR4MBnfws.gov 10. The Maintenance of Traffic (MOT) plans may be revised at the time of the pre -construction meeting. MOT must be in accordance with the current edition of the FDOT Roadway and Traffic Design Standards — Index 600, and M.U.T.C.D. as a minimum. 11. THE DEPARTMENT RESERVES THE RIGHT TO ACCESS ANY PORTION OF THE STATE RIGHT OF WAY AS NECESSARY FOR CONSTRUCTION, MAINTENANCE OR MONITORING ACTIVITIES AND THERE MAY BE A DEPARTMENT REPRESENTATIVE ON LOCATION, WHICH WILL RESERVE THE RIGHT TO INCREASE OR DECREASE THE APPROVED TIME FRAMES. 12. The sidewalk closure device installed must use the necessary anchoring so to avoid been blown away by strong winds and become an obstacle for the local pedestrians. 13. A copy of this permit and plans will be on the job site at all times during the construction of this facility. 14. Protect existing mature canopy tree nearest proposed monitoring well locatku;; during construction per Standard Plans Index 110-100. Page '/2 SPECIAL PROVISIONS FOR PERMIT # 2022-C-690-00003 SECTION # 87090, 87140 / STATE ROAD # 25, 7 GUARDRAIL INSTALLATION AT NW 36TH STREET AND NW 7TH AVENUE 15. Permittee is responsible for locating all underground facilities and assumes all responsibility for any damage done by the permittee to underground facilities and above ground facilities. 16. Existing FDOT drainage shall be protected always by the Permittee. Any damage to the FDOT drainage system shall be repaired / replaced by the permittee at no cost to the department. 17. In the event that the roadway pavement is damaged. Damaged pavement shall be restored 50' AT EITHER SIDE OF DAMAGED AREA, AT FULL LANE WIDTH AND FULL INTERSECTION to match or exceed existent conditions and in accordance with the Department's design standards and specifications. Pavement restoration scope and method will be as directed in the field by the Department Representative. Damaged pavement will be restored at the expense of the Permittee. 18. In the event that the sidewalk is damaged, it shall be restored with full 4 inches thick flags with expansion material and detectable domes for handicap ramps according to the F.D.O.T. Standard Plans — Indices 520-001, 522-001, and 522-002 (current edition) and constructed according to the F.D.O.T. Standards Specifications for Road and Bridge Construction — Section 522. 19. In the event that the driveway is damaged. Damaged driveways shall be restored with full flags 6" thick and using expansion material 20. All portions of the state right-of-way disturbed in the construction of the proposed work shall be restored to F.D.O.T. Specifications. 21. Permittee is cautioned that utilities may be located within the construction area. 22. All signage and pavement marking shall be constructed per the Manual on Uniform Traffic Control Devices and the FDOT Design Standards (current edition). 23. Validity of this permit is contingent upon permittee obtaining necessary permits from all other agencies involved. 24. The permittee shall provide and maintain safe temporary access to all adjacent property at all times and shall maintain accommodations for intersecting and crossing traffic within the constructions Zone. No road or street crossing shall be blocked or unduly restricted as determined by the engineer. 25. This permit does not grant approval for the installation, modification, or other construction of any utility connection(s) within the F.D.O.T. Right-of-way. A separate utility connection permit application by the utility owner must be submitted to and approved by the Department prior to beginning any work in conjunction with any proposed utility connection(s). 26. The Permittee will ensure that no unsafe area(s) for pedestrian will remain during any time of the construction. They shall be protected in accordance with the F.D.O.T. roadway and traffic design standards index series 600. 27. Final restoration shall be coordinated with the Department representative. All portions of the state right-of-way shall be restored within thirty (30) days upon completion of the permitted installation. 28. Beginning any work within the F.D.O.T. right-of-way associated with this permit constitutes acceptance of these conditions. Page 2/2 WORK WITHIN THE F.D.O.T. RIGHT OF WAY SHALL CONFORM TO CURRENT F.D.O.T. STANDARDS AND SPECIFICATIONS Mayor Francis Suarez Commission: Vice Chairman - D1 Commissioner Alex Diaz de la Portilla Chairman - D2 Commissioner Ken Russell D3 Commissioner Joe Carollo D4 Commissioner Manolo Reyes D5 Commissioner Jeffrey Watson City Manager Arthur Noriega INDEX OF SHEETS SHEET No. DESCRIPTION 2 3 4 5 6* COVER SHEET SUMMARY OF QUANTITIES GENERAL NOTES GUARDRAIL PLAN DETAILS TEMPORARYTRAFFIC CONTROL PLAN & NOTES TOPOGRAPHIC SURVEY * This sheet is included in the Index of Sheets only to indicate that it is part of the Roadway Plans. This sheet is contained in a separate digitally signed and sealed document. STANDARD INDEX DRAWINGS INDEX No. DESCRIPTION 102-601 TWO-LANE AND MULTILANE ROADWAY, WORK BEYOND THE SHOULDER 102-660 SIDEWALK CLOSURE 536-001 GUARDRAIL CITY OF MIAMI DEPARTMENT OF PUBLIC WORKS ALAN M. DODD, DIRECTOR FIRE STATION NO. 6 GUARDRAIL INSTALLATION NW 7th Avenue at NW 36th Street NW 43RD ST NW 42ND ST NW 41ST ST NW 40TH S 2TH HY VW 39TH ST NW 33RD NW 3BTH ST PROJECT No. N/A NW 42ND ST NW 4DTH ST NW 37TH NW 37TH ST NW 36TH S ST > NW 31ST ST NW 30TH ST NW 36TH ST NW 70TH ST ®LOCATION MAP SCALE: N.T.S. NW 35TH ST NW 34TH ST NW 33RD ST NW 32ND ST NW 31ST ST CITY OF MIAMI PROJECT MANAGER' CPT. YHOSVANY RODRIGUEZ CITY OF MIAMI CONSTRUCTION MANAGER N/A GOVERNING STANDARD PLANS: Florida Department of Transportation, FY2022-23 Standard Plans for Road and Bridge Construction and applicable Interim Revisions (IRs). Standard Plans for Road Construction and associated IRs are available at the following website: http:/Mww.fdot.gov/design/standardplans GOVERNING STANDARD SPECIFICATIONS: Florida Department of Transportation, Jan 2022 Standard Specifications for Road and Bridge Constmction can be found at the following website: http://www.fdot.gov/programmanagement/Implemented/SpecBooks THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION. GUARDRAIL INSTALLATION iiiiiiiiiiii No 55401 * � •., STATE OF '•F� O R l0•• P.•'��: i��Fss'O days bxloreyou dig Sunshine8111,com SPACE RESERVED FOR CITY ASP PLANS PREPARED BY: A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 8935 NW 35th LANE, SUITE 200 DORAL, FL 33172 PHONE: (305) 592-7283 FAX: (305) 593-1594 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY Eithel M 2022.02.10 Sierra 16:16:50-05'00' ON THE DATE ADJACENT TO THE SEAL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ROADWAY PLANS ENGINEER OF RECORD: EITHEL M. SIERRA, P.E. P.E. No. 55401 No REVISIONS SUBMITTALS DATE X% 00/00/00 SHEET No. TADS No. COVER :, u � F SPACE RESERVED FOR CITY OF MIAMI APPROVAL STAMP SUMMARY OF QUANTITIES PAY ITEM NO. DESCRIPTION SHEET NUMBER TOTAL THIS SHEET GRAND TOTAL UNIT 04 ORIG. FINAL ORIG. FINAL ORIG. FINAL ORIG. FINAL ORIG. FINAL ROADWAY 102-1 MAINTENANCE OF TRAFFIC LS 1 1 1 102-60 WORK ZONE SIGN ED 14 14 14 102-74-8 CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING DEVICE) FD 36 36 36 110-1-1 CLEARING & GRUBBING AC 0.04 0.D4 D.04 339-1 MISCELLANEOUS ASPHALT PAVEMENT TN 5.39 5.39 5.39 536-1-1 GUARDRAIL- ROADWAY, GENERAL TL-3 LF 160 160 160 536-85-24 GUARDRAIL END TREATMENT- PARALLEL APPROACH TERMINAL EA 1 1 1 536-85-26 GUARDRAIL END TREATMENT- TYPE CRT EA 1 1 1 570-1-2 PERFORMANCE TURF, 50D SY 44 44 44 PAY ITEM NOTES 102-1 TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEXES 102-600, 102-601, AND 102-660, THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION (ANSI D6 1-1978), PUBLIC WORKS MANUAL OF METROPOLITAN DADE COUNTY, AND THE LATEST REVISIONS OF THE AFORE MENTIONED MANUALS. INCLUDES THE COST OF FURNISHING, INSTALLING, MAINTAINING, AND REMOVING ALL ITEMS OF MAINTENANCE OF TRAFFIC NOT PAID FOR UNDER SEPARATE ITEMS INCLUDING BUT NOT LIMITED TO SIGNS, BARRICADES, FLASHING LIGHTS, TEMPORARY PAVEMENT, TEMPORARY PAVEMENT MARKINGS, TRAFFIC SIGNAL MODIFICATION FOR TRAFFIC CONTROL, ETC. 102-60 TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEXES 102-600, 102-601, AND 102-660. CONSTRUCTION DURATION ASSUMED TO BE 1 DAY. 102-74-8 TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEXES 102-60D. 102-601, AND 102-660. LCD LENGTHS ASSUMED TO BE 6 FEET, PER SIDEWALK LOCATION. CONSTRUCTION DURATION ASSUMED TO BE 1 DAY. 110-1-1 INCLUDES REMOVAL OF EXISTING PAVEMENT, CONCRETE SIDEWALK, DRIVEWAYS, CURB AND GUTTER, DRAINAGE STRUCTURES AND PIPES, MISCELLANEOUS CONCRETE, VEGETATION, TREES AND DEBRIS TO BE DISPOSED OF IN LEGAL AREAS PROVIDED BY THE CONTRACTOR. INCLUDES THE COST OF CLEANING -OUT ALL EXISTING DRAINAGE STRUCTURES WHICH ARE TO REMAIN WITHIN THE LIMITS OF CONSTRUCTION. 339-1 TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEX 536-001. 536-1-1 TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEXES 536-D01 AND 536-002. TO INCLUDE REINFORCED POST SPACING SEGMENTS ® 3 FT., 1.5 IN. AS SHOWN IN PLANS. 536-85-24 TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEXES 536-001 AND 536-002. 536-85-26 TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEXES 536-001 AND 536-002. 570-1-2 TO BE ACCOMPLISHED IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION INDEX 570-010. IF SOD IS DAMAGED DURING OPERATION, IT MUST BE REPLACED AND MAINTAINED UNTIL THE SOD IS ESTABLISHED. THE PERMIT WILL REMAIN OPEN UNTIL THIS IS ACCOMPLISHED. AIR 8935 N.W. 35TH LANE, SURE 200 -3 CORAL, FLORID4 33172 (305) 592-7283 - FAX (305) 593-1594 REVISIONS DATE BY DESCRIPTION EITHEL M. SIERRA, P.E. P.E. No. 55481 A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 8935 NW 351N LANE. SUITE 200 CORAL, FL 33172 CITY OF MIAMI DEPARTMENT OF PUBLIC WORKS PROJECT NAME PROJECT No. FIRE STATION N0. 6 GUARDRAIL INSTALLATION N/A SUMMARY OF QUANTITIES SHEET N0. 2 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6IG15-23.004, F.A.0 GENERAL NOTES: 7. THE INFORMATION PROVIDED ON THE PLANS IS BASED ON THE BEST AVAILABLE INFORMATION AND SHOULD BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE TO FAMILIARIZE HIMSELF WITH CURRENT SITE CONDITIONS, AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK. 2. CONTRACTOR MLL SECURE WORK SITE TO PROTECT THE PUBLIC HEALTH AND WELFARE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER AND IN STRICTLY COMPLIANCE WITH ALL THE REQUIREMENTS OF FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, AND ALL STATE AND LOCAL SAFETY AND HEALTH REGULATION. 4. CONTRACTOR SHALL REPAIR ALL DAMAGES INCURRED AS A RESULT OF CONSTRUCTION ACTIVITIES SUCH AS BUT NOT LIMITED TO SIDEWALK, PAVEMENT, LANDSCAPING, FENCING, ETC. NO ADDITIONAL COMPENSATION WILL BE GIVEN. 5. THE CONTRACTOR SHALL USE A STREET SWEEPER (USING WATER) OR OTHER EQUIPMENT FOR CONTROLLING AND REMOVING DUST. APPROVAL OF THE USE OF SUCH EQUIPMENT IS CONTINGENT UPON ITS DEMONSTRATED ABILITY TO DO THE WORK. CLEANING AND SWEEPING IS TO BE INCLUDED IN CONTRACTORS MAINTENANCE OF TRAFFIC PAY ITEM AND SHALL BE DONE ON A DAILY BASIS. 6. ALL PUBLIC LAND CORNERS AND MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED BY THE CONTRACTOR AS FOLLOWS: CORNERS AND MONUMENTS IN CONFLICT WITH THE WORK AND IN DANGER OF BEING DAMAGED, DESTROYED OR COVERED SHALL BE PROPERLY REFERENCED BY A REGISTERED LAND SURVEYOR IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS. PRIOR TO BEGINNING WORK AT THE SITE, THE CONTRACTOR SHALL RETAIN THE LAND SURVEYOR TO REFERENCE, AND RESTORE UPON COMPLETION OF THE WORK, ALL SUCH CORNERS AND MONUMENTS AND SHALL FURNISH THE ENGINEER A SIGNED AND SEALED COPY OF THE LAND SURVEYOR'S REFERENCE DRAWING. COST OF THIS WORK SHALL BE DEEMED INCIDENTAL TO THE TOTAL PROJECT COST. 7. THE CONTRACTOR SHALL NOTIFY THE CITY IN WRITING AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRONDING A PROPER STAGING AREA APPROVED BY THE CITY. STOCKPILING MATERIAL ON ROADWAY IS NOT ALLOWED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO SATISFY ALL REQUIREMENTS OF ANY REGULATORY AGENCY PERMITS IN REGARDS TO CONSTRUCTION ACTIVTIES AND RELATED CONDITIONS PRIOR TO THE START OF CONSTRUCTION. 10. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE CITY. 11. THE CONTRACTOR SHALL VERIFY, PHOTOGRAPH, AND INVENTORY THE EXACT LOCATION OF ALL EXISTING TREES, STRUCTURES, PAVEMENT OR OTHER FEATURES. ANY EXISTING STRUCTURE, PAVEMENT, TREE OR OTHER EXISTING FEATURE, WHICH IS IN CONFLICT OR IS DAMAGED, EXPOSED OR IN ANY WAY DISTURBED BY CONSTRUCTION PERFORMED UNDER THE CONTRACT, SHALL BE RESTORED PROMPTLY TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE PROJECT. 12. THE CONTRACTOR SHALL NOTIFY THE CITY OF MIAMI'S CONSTRUCTION MANAGER IMMEDIATELY OF ANY CONFLICT ARISING DURING CONSTRUCTION FOR ANY IMPROVEMENTS SHOWN ON THESE DRAWINGS. 13. THE CONSTRUCTION LAYOUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 14. CONTRACTOR SHALL RESTORE ALL SODDED AREAS OF THE PROJECT WHICH ARE DISTURBED DUE TO CONSTRUCTION ACTIVITIES. 15. THE CONTRACTOR SHALL ASSIST THE CITY WITH THE HANDLING OF PUBLIC INFORMATION MATERIALS, INCLUDING CITIZEN NOTIFICATION LETTERS AND PROJECT CONSTRUCTION SIGNS, PRIOR TO THE START OF EACH SIGNIFICANT PHASE OF CONSTRUCTION. COST OF THIS WORK SHALL BE INCLUDED IN THE MAINTENANCE OF TRAFFIC BID ITEM. 16. ANY DAMAGE PRODUCE BY THIS PROPOSED WORK SHALL BE RESTORED BY THE PERMITTEE AT NO COST TO THE DEPARTMENT 17. PERMITTEE IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND FACILITIES AND ASSUMES ALL RESPONSIBILITY FOR ANY DAMAGE DONE BY THE PERMITTEE TO UNDERGROUND FACILITIES AND ABOVE GROUND FACILITIES. 18. ANY DAMAGE TO SIDEWALK, RAMPS AND/DR CURB AND GUTTER SHOULD BE RESTORED PER FDOT 2020-2021 STANDARDS PLANS INDEX FOR ROAD CONSTRUCTION Na 520-001, 522-001, 522-002, 522-003 AND FDOT STANDARD SPECIFICATION 522. REFER TO THE FDOT DESIGN STANDARDS IN THE GENERAL NOTES, MAKE SURE TO FURNISHING APPROPRIATE EXPANSION JOINTS AS PER DS INDEX 305-001. P&P 8935 N.W. 351H LANE, SUITE 200 - DORAL, FLORIDA 33172 (305) 592-7283 - FAX (305) 593-1594 REVISIONS 19. EXISTING FDDT DRAINAGE SHALL BE PROTECTED ALWAYS BY THE PERMITTE. ANY DAMAGE TO THE FDDT DRAINAGE SYSTEM SHALL BE REPAIRED / REPLACED BY THE PERMITTEE AT NO COST TO THE DEPARTMENT. 20. PERMITTEE MUST TAKE PICTURES OF THE EXISTING STREET LIGHTNING SYSTEM WORKING -DURING NIGHT -TIME -WITHIN THE LIMITS OF THIS PROPOSED JOB PRIOR TO BEGIN SAID WORK. TO AVOID FUTURE DISPUTE ABOUT UNFORESEEN DAMAGES TO THE LIGHTNING SYSTEM, 21. WORKING HOURS WITHIN THE F.D.O.T. RIGHT OF WAY SHALL BE BETWEEN THE HOURS OF 930 A.M. AND 330 P.M. AND OPTIONALLY FROM 9,00 P.M. TO 5,00 A.M. OR AS DIRECTED BY THE DEPARTMENT REPRESENTATIVE PRIOR 70 COMMENCEMENT OF WORK. 22. THE ASPHALT AT THIS LOCATION IS LESS THAN 5 YEARS OLD, ANY DAMAGE TO PAVEMENT THAT IS LESS THAN 5 YEARS OLD WILL HAVE TO BE MILLED AND RESURFACED IN FULL LANE WIDTHS. BY 50' IN EITHER DIRECTION FROM THE DAMAGED AREA, ASPHALT WILL BE MATCHED TO THE EXISTING ASPHALT TYPE USED IN THE PREVIOUS FDOT PROJECT PAVEMENT STRUCTURE, MINIMUM ASPHALT MIX ARE SP-12.5 (3.0" THICK) & FC-9.5 (1.0° THICK) TLC W/ RUBBER OR PG 76-22. AND OBG 15 (12.5 ONLY). AS PER STANDARD SPECIFICATION SECTION 300-2.3. 23. PERMITTEE SHALL CONTACT MR, JOAQUIN JR. RABASSA FROM MD-PW TRAFFIC SIGNAL & SIGNS DIVISION (305-592-0831/305-588-7570)) AND MR. JULI❑ NAVARRO FROM MD-PW LIGHTNING DIVISION (305-679-0062 /305-592-3580/786-469-2063) PRIOR TO ANY SUBSURFACE ACTIVITIES AND SHALL PROTECT EXISTING TRAFFIC SIGNAL POLES AND EQUIPMENT AND /OR EXISTING STREET LIGHTING POLES, EQUIPMENT, AND CONDUIT AT ALL TIMES DURING CONSTRUCTION ACTIVITIES, ANY DAMAGES TO EXISTING EQUIPMENT SHALL BE THE SOLELY RESPONSIBILITY OF THE PERMITTEE TO REPAIR AT THEIR OWN COST AND ALL RESTORATION WORK SHALL BE COORDINATED WITH MD-PW TRAFFIC DIVISION AND LIGHTING DIVISION. ENVIRONMENTAL NOTES: 24. DUE TO THE LIMITED SCOPE OF WORK, NO IMPACTS TO EXISTING HISTORICAL AND CULTURAL RESOURCES ARE EXPECTED AS A RESULT OF THE PROPOSED ACTION. 25. NO STAGING OR STORAGE OF MATERIALS FOR THIS PROJECT SHALL OCCUR WITHIN THE DRIPLINE OF EXISTING TREES. ANY ACTIVTIES THAT MUST TAKE PLACE WITHIN DRIPLINE MUST BE PERFORMED IN SUCH A WAY TO PREVENT DAMAGES TO THE TREES. IN ACCORDANCE MTH ALL APPLICABLE ANSI STANDARD. 26. PREVENT DAMAGING TREES AND PLANTERS WITHIN OR IMMEDIATELY ADJACENT TO THE PROJECT'S RIGHT-OF-WAY. 27. TREE PROTECTION SHOULD BE INSTALLED AROUND TREES TO REMAIN LOCATED ADJACENT TO CONSTRUCTION ACTIVITIES, IN CONFORMANCE WITH FOOT STANDARD PLANS INDEX 110-100. 28. PRE -CONSTRUCTION RESPONSIBILITIES: 29. PRIOR TO THE COMMENCEMENT OF THE CONSTRUCTION AND THE RECEIPT OF THE "NOTICE TO PROCEED", THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF PUBLIC WORKS. CONSTRUCTION MANAGER AND ARRANGE A PRE -CONSTRUCTION CONFERENCE TO INCLUDE THE ENGINEER OF RECORD. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE AND BE PREPARED TO DISCUSS ANY CONCERNS OR COORDINATION EFFORTS AND REQUIREMENTS MTH THE PARTIES INVOLVED. 30. THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL OF FLORIDA, INC. CERTIFICATION NUMBER AT LEAST 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION. CONTACT 811, WWW.CALLSUNSHINE.COM 31. UTILITIES: 32. TWO FULL BUSINESS DAYS PRIOR TO DIGGING, THE CONTRACTOR SHALL CONTACT 817, WWW.CALLSUNSHINE.COM TO REQUEST UTILITY LOCATIONS BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES. 33. EXISTING UTILITIES SHALL BE MAINTAINED IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE UTILITY OWNER. ALL EXISTING UTILITIES ARE TO REMAIN UNLESS OTHERWISE NOTED. 34. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO (VERTICALLY AND HORIZONTALLY) PROTECT ALL EXISTING UTILITIES ON THIS PROJECT. ANY DAMAGE TO UTILITIES SHALL BE IMMEDIATELY REPORTED TO THE UTILITY OWNER. THE OWNER RESERVES THE RIGHT TO REMEDY SUCH DAMAGE BY ORDERING OUTSIDE PARTIES TO MAKE SUCH REPAIRS AT THE EXPENSE TO THE CONTRACTOR. GATE BY DESCRIPTION EITHEL M. SIERRA, P.E. P.E. No. 55401 A&P CONSULTING TRANSPORTATION ENGINEERS. CORP. 8935 NW 35th LANE, SUITE 200 CORAL, FL 33172 CITY OF MIAMI DEPARTMENT OF PUBLIC WORKS PROJECT NAME PROJECT No. FIRE STATION NO. 6 GUARDRAIL INSTALLATION N/A SPACE RESERVED FOR CITY OF MIAMI APPROVAL STAMP 35. THE CONTRACTOR IS ADVISED THAT PROPERTIES ADJACENT TO THE PROJECT HAVE ELECTRIC, TELEPHONE, GAS, WATER AND/OR SEWER SERVICE LATERALS WHICH MAY NOT BE SHOWN IN PLANS. THE CONTRACTOR MUST REQUEST THE LOCATION OF THESE LATERAL SERVICES FROM THE UTILITY COMPANIES. THE ADDITIONAL COST OF EXCAVATING, INSTALLING, BACKFILLING AND COMPACTING AROUND THESE LATERAL SERVICES MUST BE INCLUDED IN THE BID RELATED ITEM FOR THE WORK BEING DONE. GENERAL NOTES RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6IG15-23.004, F.A.0 35' 35' c .0 R/VV LINE LOT 1 (P.B. 7 - PG. 29) 1— LLl CC e `—' ti I\ IN I ^I LI) Q CI N Ec Q OC c `^ LLJ I— Q I— BEGIN REINFORCED POSTo SPACING @ 3 FT., 1.5 IN.— END CRT END TREATMENT a / I \N 87'40'11" CONST. SR US-27 ' m r e `n - ' ud-- U °`n o oho o �o - ._ TRACT "A" (P.B. 86 - PG. 45) a o `� / R/W LINE 3700 NW 7 AVE MIAMI, FL 33127 z FOLIO: 01-3123-046-0010 N. N L' z LI U b° 20 w 1 13KV OE o CBS BUILDING "CITY OF MIAMI i E G I N GUARDRAIL END 2" MISCELLANEOUS 5 GIN CRT END TREATMENT FIRE STATION No. 6" ASPHALT PAVEMENT 0 u 6 -F77,05 '` sI r.1 �G .« w0 �' �{ z w Q 651r 'g_ `u BEGI: z . fCONN v . C�}.NN LT 36,00' LT N+Z MISCELLANEOUS ILT PAVEMENTEXIST.END GUARDRAIL CT TO EXIST. SIDEWALK END PARALLEL APPROACH W SPACE RESERVED FOR CITY OF MIAMI APPROVAL STAMP g M "„ ��//4�— U I. END TREATMENT M `r 62.64. :� CELLS +67.05 4 e END REINFORCED POST I SPACING 3 FT., 1.5 IN. 36.00' LT + M 0 5 20 CONTROLLED L + « w ., REL w TERMINAL BEGIN PARALLEL APPROACH '� END TREATMENT O y TO Feet m '=' 4o r �� rid 2 v ; v U, "' O A C9 Q' b +26.43 EXIST. UTILITIES 36.00' LT (TO REMAIN) 0,4 EXISTCNG PALINS METAL GUARDRAIL ' (TO REMAIN) POSTS WOOD ® k.—POSTS �" I A 1� i u Q O u PC. +3583 � -, PT. +51.47 R/W LINE +34.03 56,44' LT R/W LINE / — 48.44 LT - 8' 36.00' LT + � .. r e e 11'� pd6C ` o �� 19 4 r� _ > E CONCRETK'. ,,�1IDEWALK z , ,z EXISTING MAST - ARM (TO REMAIN) BEGIN PROJECT BEGIN GUARDRAIL CONSTRUCTION - - - VV(D}--- 9 w o o SILO` - a os �� 1 a _ -�� }> rl/pfi0} � � ID S(D} z 7ALLE EXISTING 51pV RDs ! - - 2' CURB 3 CUTTER s 3 GUTTER, 0 (TQ BE-Rlr�¢LVIAVFQ) P' C.I. UV Di-- ( EXIS I "• -IN(D)- ---- Vu(a% PING POST (TO BE REMOVED) CONSTRUCT PARALLEL APPROACH TERMINAL Ig -s R- 6}-441 S(0)- 1 1 1 8" SAN, S(D)- S(D)- SiD)- - --- - -- S(D)- ---W(01 1 1 2 STA. 110+31.96 CONST. SR US 441 Vl(D} ui - VV(D}---- MD} W(D}-- -- 65.5. LT -� STA. 110+00.00 C CONST. SR US-441 = TA. 10+00.00 CONST. S _ 5-27 5(D} S( I I 1 1 1 1 1 1I � 0 $ 0 � N 2'38' 18" W 3 CONST. SR US-441 STATE ROAD US-441 / NW 7 AVENUE (DF G(D) G(D) G(D) - - - TECO G(D)- G(D)- (D) G(D)- (ABANDONED) 80' TOTAL RIGHT OF WAY END PROJECT END GUARDRAIL CONSTRUCTION C(DI LEGEND 2" MISC. ASPHALT PAVEMENT o 00 0 STA. 111+77.05 CONST. SR US-441 36.00' LT R/W LINE 0 PERFORMANCE TURF (SOD) R/W LINE EXISTING CONCRETE SIDEWALK 02 /DRIVEWAY �r O O --------------------__ _ _ _ _ ¢.L' I I I G oA �� . [ rg I xt0 8935 NM. 35LH 2LANE,2-7 SUITE 200 - DORAL, FLORIDA 331 T2 ,„ � - (305) 592-T283 - FA, (305) 593-1594 REVISIONS EITHEL nN. SIERRA, P.E. P.E. No, 55401 A&P CONSULTING TRANSPORTATION ENGINEERS, CORP. 8935 NW 35th LANE, SUITE 200 DORAL, FL 33172 CITY OF MIAMI DEPARTMENT OF PUBLIC WORKS Af Nu. DATE 8Y DESCRIPTION PROJECT NAME PROJECT No. GUARDRAIL r�/�1� DET>�iL>J PLAN 4 FIRE STATION N0. 6 GUARDRAIL INSTALLATION N/A SEALED UNDER ELECTRONIC TRAFFIC CONTROL PLANS: 1. TRAFFIC CONTROLS SHALL BE IN ACCORDANCE WITH THE PROJECT PLANS, THE CURRENT EDITION OF THE FLORIDA DOT DESIGN STANDARD INDEXES 102-600, 102-601, AND 102-660, THE STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AS MINIMUM CRITERIA. 2. NOTIFICATION OF LANE CLOSURES OR TEMPORARY DETOURS SHALL BE ACCOMPLISHED 14 WORKING DAYS PRIOR TO CLOSURE. DETOUR OR MOT PHASE CHANGE SHALL BE SUBMITTED WITH THE REQUIRED LANE CLOSURE FORM, SKETCHES, CALCULATIONS, AND OTHER DATA TO PUBLIC WORKS DEPT. 3. THE TRAFFIC AND TRAVEL WAYS SHALL NOT BE ALTERED BY THE CONTRACTOR TO CREATE A WORK ZONE UNTIL ALL LABOR AND MATERIAL ARE AVAILABLE FOR THE CONSTRUCTION IN THAT AREA. 4. REGULATORY SPEED ESTABLISHED WITHIN WORK ZONE TRAVEL WAYS SHALL BE 30 M.P.H. 5. AS DETERMINED BY THE ENGINEER, THE CONTRACTOR SHALL COVER WORK ZONE SIGNS WHEN CONDITIONS NO LONGER WARRANT THEIR USE. COST OF COVERING AND UNCOVERING THE SIGNS SHALL BE INCLUDED IN MAINTENANCE OF TRAFFIC PAY ITEM. 6. EACH EXISTING STREET NAME AND STOP SIGN AFFECTED BY CONSTRUCTION SHALL BE RELOCATED AND MAINTAINED IN AN APPROPRIATE LOCATION FOR THE DURATION OF THE PROJECT. WHEN NO LONGER AFFECTED BY CONSTRUCTION, THESE SIGNS SHALL BE RESTORED TO THEIR ORIGINAL POSITION. COST OF TEMPORARILY RELOCATING AND RESTORING THE SIGNS SHALL BE INCLUDED IN MAINTENANCE OF TRAFFIC PAY ITEM. 7. CONTRACTOR SHALL PREPARE AND SUBMIT AN ACCEPTABLE MOT PLAN FOR THE PROJECT. THE MOT PLAN SHALL BE SUBMITTED TO THE CITY OF MIAMI'S PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVAL. PEDESTRIANS, BICYCLES, AND WHEELCHAIRS: 8. AT THE END OF EACH WORK DAY OR WHENEVER THE WORK ZONE BECOMES INACTIVE, ANY DROP OFF GREATER THAN 6 IN. ADJACENT TO THE PEDESTRIAN, BICYCLE, AND WHEELCHAIR TRAVEL PATHS SHALL BE BACKFILLED FLUSH WITH THE SAID PATHS OR PROTECTED WITH TEMPORARY FENCE, CONCRETE BARRIER WALL OR APPROVED HANDRAIL. COST SHALL BE INCLUDED IN MAINTENANCE OF TRAFFIC PAY ITEM. 9. CONSTRUCTION ACTIVITIES THAT INVOLVES SIDEWALKS ON BOTH SIDES OF THE STREET ARE NOT ALLOWED UNLESS APPROVED BY THE ENGINEER. SPACE RESERVED FOR CITY OF MIAMI APPROVAL STAMP AAP 8935 N.W. 35TH LANE. SUITE 200 - CORAL, FLORIDA 33172 (305) 592-7283 - FAX (305) 593-1594 REVISIONS DA 7E BY DESCRIP71ON EITHEL M. SIERRA, P.E. P.E. No. 55401 A&P CONSULTING TRANSPORTATION ENGINEERS. CORP. 8935 NW 35th LANE, SUITE 200 CORAL, FL 33172 CITY OF MIAMI DEPARTMENT OF PUBLIC WORKS PROJECT NAME PROJECT No. FIRE STATION NO. 6 GUARDRAIL INSTALLATION N/A TEMPORARY TRAFFIC CONTROL PLAN & NOTES SHEET N0. 5 RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6IG15-23.004, F.A.0 SLUING AND- TOWNSHIP EING IN THESCITY SOUTH MIAM6F ORIENT SUBJECT SITE Az 1111111111M 1111111111110 ill LOCATION MAP Nor To scALE, SURVEY LRvRs: A 040i0 f 4. a dinnlet bock 86. al Fage 45 Mlem L d ' nN Re d tl Florida. LEGEND AND ABBREVIATIONS TREE TREE Yw00 N ZIRMBLOCKSTUCCO FF = FINISH FLOOR = RECORD = CALCULATED LB = LICENSE BUSINESS PA. _ PLAT EMI( CENTERLINE POLE 0 m• = ELECTRIC BOX = INOODEN UTILITY POLE = GUY ANCHOR ▪ = IRRIGATION VALVE g =WATER VALVE MANHOLE= FIRE HYDRANT • =CATCH BASIN = SANITARY MANHOLE o▪ = ELECTRICAL OUTLET = CABLE TELEVISION EON ASPHALT BRICK PAVER CONCRETE LNIMPROVED TILE LONGITUDE SURVEYORS 7769 NW 49th STREET SUITE 375 DDRAL, FLORIDA 33166 PH' (3155)463-0912 FAX: (305) 513-5680 FLORIDA CERTIFICATE OF AUTHORIZATION LB 7335 0 LOT 5 (P.B. 7 - PG. 29) TOPOGRAPHIC SURVEY LOT 4 (P.B. 7 - PG. 29) "CITY OF MIAMI FIRE STATION No.6" GRAPHIC SCALE IN FEET o 20 40 SCALE: 1 = 20 EAr TRACT"A" (P.B. 86 - PG. 45) C.004144 CH 4 CBS BUILDING 'CITY OF MIAMI FIRE STATION No. 6' g'tl Al le - J, I PINe "M4ff C LIGHT LOT 1 (P.B. 7 - PG. 29) ,I i aN CL'7P.F' NW36 STREET )TAi-P Ge." Of 569 A0.0' IN ILK NC,, NE COR SEC.26-53-41 N:537444.7150 E.916874.0110 SURVEYOR'S NOTES: DATE OF FIELD SURVEY: The date of completion of the oltglnalfield Survey was on October 29 2921. PROPERTY INFORMATION: Folio No 91-3122-043-3J10 Property Address MOO NW MICIrni FL 92127 ACCURACY obtainedThe accuracy field d I - l it N closed geometric - : figures meets a ld exceeds the Me ldero, of Practice regL r_ ne 11 forh _Lfban Area (Line, tfoot in 7490 feett as definedI RUI4 sJ 17 osT FloridaAdminMrative Code. Elevations of well identified features as depicted on the Survey Man were measure.° csnmated vcrlical posilion accuracy o / 00 o afool ofLard SMOCCS and /Io - a Mot ongroun :9T,e.,. The Vertical Accuracy detained an this Topographic survey" exceed the calcdated value etacl sere in feet of plus er mines 995 ft,0110::0 amsgwr, root of Inc distance to lc, a commc42 value accepted in the construction end surveying industry. Well identified femures as depicted an the Survey Map were measurer to an estimated horizontal position accuracy et 1/19 of a tood This Map of survey 11 InicnW5d 10 00 dlsplay^-d at a scale of one inch equals Twenty icetor. Iler- PERTINENT INFORMATION USED FOR SURVEY: North arrow direction is Saved on an assumed Moedan- Bearings ar as shown hereon ore eed upon the Cente111ne cf NW 36 Street with an assumed heart, cf N87 40.11.E d l f d a well estahlished and monumented line. locatedper Federal Emergency ManagementAgency f M Community-Panel12659 IC'/ of Miami,Map Na_ 1086'931 fixMap Revised Date,eptember II 002. For Verit_al Control 1 -- :I.v0t - of d of 1288 -88 d e Benchmark mepliedby the lic Works and Waste Morsegemerst Department, bliumEDade County. Florida. Benchmark/ R-119 Elevation., 1152 P l D.'88i 1 pea Piot Book 3o at Page 45 f the Puhlicd f Miami-Pede County.d 1/ ofN NaMcipalAll h tY`(YYY with the latest motion d f fk%hk UC 1P%X, ubis Works Department of the Cityo am. RESTRICTIONS: Since o other inter aticn were furnished other than -static cited under pertinent rrmutton, the Client is hereby advisee that then may tie legal r f Irtion on the Suelecl eperN that arc not shown on Mc sevcy Mae Mal may Sc found In Mc Fu..11c Records of t f lamb Dade Coun, The Surveyor makes no re0P 40101tcr as to ownership c r povessicn of the SUSje IPropely ../at enllllortndllduallhal maya00ear on the Fug IICROcords oflhts County. No excavation1 or dc1crmination was mad, es to how me Sable, Property N--rved by utilifie N1 improvements were located, other than them shaven. No undengrdund foundations, Improvemmlf and/or a IRIIIOs wore located or Mown horcon- PURPOSE OF SURVEY: The purpose of this survey Icf Des' . CLIENT INO IO ThiS TC,0,01PrliC Surv, 22 preparcd insIcr,c of 0110 00 NN,d t0L CITY OF MI4MFLEPT CF P&L ASSET MANAGEMENT DIVISION SURVEYOR'S CERTIFICATE: I Mrc1y cer1-9 That 151'T00040 el,C Survey" and the Survey Map m_.t1Nng therefrom was performed under my direction and N true and connect to the best of my knowledge and panel and further. that said acpogrephlc. Survey" meets the intentat the applicable provigens of the Slander.: of PraclKn for Lana Surveying In Ine Slalc of Florida. purseanl to Rule 5J-175151 through 5J-17522 of the Florida Adminktrative Ccoe and Its Implementing law. Chapter 472027 of the Florida Statute, LONGITUDE SURVEYORS !LC, o.Florida tlmllcd 4 011 Company Florida Certificate e-AulhoNation Number LM:195 Eduardo M. Suarez P5M Registered Surveyor and Mapper.6313 SIM, of FlorElla NOTICE/ Not Val, VithoutihaSignature 0,Odelinal raked scot old Florida a, blai,er.Additicm ordeletionst0Stoey Maps by other than the signing party are : rshieRed without the written consent of the signing party. erm at Nam "CITY OF MIAMI FIRE STATION No.6" 3700 NW 7 Avenue, Miami, FL 33127 TOPOGRAPHIC SURVEY Prawn ru m'21440 GRAVEL STAMPED CONCRETE 2992,991TUDESIAHCFS.CUL Sheet 1 of 1 Off ,et Zone: ..r. Behind an existing harrier, b. 15' o than 2' behind the Cure, c. 75' or more from the traveled way. MULTILANE ROADWAY SHOWN, TWO-LANE ROADWAY SIMILAR NOTES: 1. This Index applies to Two -Lane, Two -Way and Multilane Roadways, inrluduig Medians of divided roadways, with work beyond the shoulder. 2. •Use Index 102-602 when the work operation (excluding establishing and Ler minating the ,vet area) requires that two or more work vehicles cross the Offset Zone in any one hour period. 3. Use Index 102-660 when Work Area encroaches a Sidewalk. SYMBOLS: ork Area Lane Identification and Direction of Traffic LAST REVISION 11/01/20 DESCRIPTION: FY 2022-23 FDOT STANDARD PLANS TWO-LANE AND MULTILANE ROADWAY, WORK BEYOND THE SHOULDER INDEX I S:IEET 102-601 1 of 1 NOTES: 1. Coker or deactivate ,pedestran traffic signal displa}(s) controlling closed crossvwalks. 2. Place pedestrian LCDs across the full width of the closed sidewalk. 3. For post mounted signs located near or adjacent to a sidewalo, maintain a minima,. 7' clearance frorr the bottom of the sign panel to the surface of the sidewalk. 4. "Sidewalk Closed" signs (R9-XX) may be mounted on pedestrian LCDs In accordance with the manufacturer's instructions. 5. Omit the Advance Closure LCD if it blocks access s to other pedestrian facilities (e,g„ transit stops, residences, or c bsiness entrances). SYMBOLS: Work Area Vlork Zone Sign .--. Pedestrian Longitudinal Charm. lizing Device (LCD) 5' Lane Identification and Direction of Traffic Advance Closure LCD (See Notes 4 and 5) 144-9ER DETOUR 4-9EL DETOUR R9-10 (See Note 4) SIDEWALK CLOSED OTHER OT• USEER SIDE Nl9-9BR $ R9-11AR SIDEWALK CLOSED AHEAD CROSS HERE R9-9 R9-11AL (See Note 4) SIDEWALK CLOSED SIDEWALK CLOSED 'HEAD CROSS HERE Advance Closure LCD (See Notes 4 and 5) SIDEWALK CLOSED USE OTHER OT, HER SIDE R9-10 (See Note 4) ROAD NIORK �/ W20-1F DETOUR (44-9SL PEDESTRIAN DETOUR DETOUR 1'44-9BR N'20-1 F ROA NrORRK AHEAD Approved 2022-C-690-C" i LAST REVISION 11/01/20 0 DESCRIPTION' FY 2022-23 F� STANDARD PLANS S IIDEWALK CLOS URE INDEX 102-660 SHEET 1 of 2 NOTES: 1. L — Taper Length B = Buffer Length X = Work Zone Sign Distance See Index 102-600 for "L" 'B" "/ channelizing device s,pac/ng values. 2. Provide a 5' wide temporary pedestrian rap with a fax cross -slope of 0.02, except where space restrictions warrant a minimum width of 4'. Provide a 5' x 5' passing space for temporary pedestrian ways less than 5' in width at intervals not to exceed 200'. 3.V/hen temporary pedestrian ways require curb ramps, meet the requirements of Index 522-002. Detectable warnings are not required for curb ramps diverting pedestrian traffic into a closed lane. 4. The "Speeding Fines Doubled V/hen Workers Present" signs (I'OT-13-06) and "End Road 6Vork" signs (620-2), along with associated work zone sign distances, may be omitted when the 00! operation will be in ,place for 24 hours or less. 5. Pedestrian Diversion Option 2 may only be used when tailed for in the Plans or a5 approved by an Engineer. SYMBOLS: 6Vork Area Temporary Pedestrian Wap ■ channelizing Device (See Index 102-600) �-+ Pedestrian Longitudinal channelizing Device (LCD; Work Zone Sign Arrow Board Cash Cushion Lane Identification and Direction of Traffic 6" White Temporary Barrier 100 r l� I B ROAD WORK AHEAD W20 T SPEEDING FINES DOUSED ';l'HEN YIDRNERs PRESENT ?LOT-13-06 (See General Note 4) IGHT LAN CLOSED AHEAD, cr20-5 VV20-1T SPEEDING FINES DOUSED ;vneN v,orerceres PRESENT I'40T-13-06 (See General Noto 4) W4-2 00 0.0.0 0 0 Ar"oH Board Mode. Merge PEDESTRIAN DIVERSION - OPTION 1 END ROAD WORK 620-2 (See (Vote 41 (Temporary Barrier Shown, Low Profile Barrier Similar) W 20-5 IN 4-2 • 0 0 • o°i0iiia00 0 •� Arrow Board Mode: Merge PEDESTRIAN DIVERSION - OPTION 2 (Work Zone Speed 35 mph or Less) 6" White B 620-2 (See (Vote 41 ROAD WORK AHEAD 20-1 F PEDESTRIAN SPECIAL DETOUR Existing SIderralk LAST REVISION 11/01/21 2 0 DESCRIPTION: FDCIT STANDARD PLANS FY 2022-23 S IIDEWALK CLOS URE INDEX 102-660 SHEET 2 of 2 SHEET CONTENTS 1 General Notes; Index Contents 2 General, TL-3 Guardrail - Installed Plan and Elevation Low -Speed, TL-2 Guardrail - Installed Plan and Elevation 4 VV-Beam and Thrie-Beam Panel Details 5 Post and Offset Block Details 6 Guardrail Sections - Heights and Adjacent Slopes 7 End Treatment - Approach Terminal Geometry, Parallel R End Treatment - Approach Terminal Geometry, Curbed and Double Faced 9 End Treatment - Tr -ailing Anchorage 10 End Treatment - Component Details 11 End Treatment - Controlled Release Pc,-1nal(CRT) System 12 Layout for CRT System - Side Roads and Driveways 13 Approach Transition Connection to Rigid Barrier - General, TL-3 14 Approach Transition Connection to Rigid Barrier - General, TL-3 - Curb Connections 15 Approach Transition Connection to Rigid Barrier - Low -Speed, TL-2 16 Approach Transition Connection to Rigid Barrier - Low -Speed, TL-2 - Curb Connections 17 Approach Transition Connection to Rigid Barrier - Details 18 Approach Transition Connection to Rigid Barrier - Double Faced Guardrail 19 Layout to Rigid Barrier - Approach Ends 20 Layout to Rigid Barrier - Approach Ends with Double Faced Guardrail Layout to Rigid Barrier - Trailing Ends Trailing End Transition Connection to .Rigid Barrier 21 Rub Rail Details 22 Pedestrian Safety Treatment - Pipe Rail 23 Idodifled Mount - Special Steel Post for Concrete Structure Mount; Modified Mount - Encased Post for Shallow Mount. Modified Mount - Frangible Leave -Out for Concrete Surface Mount 24 Barrier Delineators - Post Mounted; Clear Space - Reduced Post Spacing for Hazards; / Button -Head Bolt System GENERAL NOTES: 1. INSTALLATION: Construct guardrail in a¢Drdance with Specification 536 Ths Index, along with the plans and the manufacth es' dravvirgs un the Approved Products List (API), is Sul lie ently detailed for insiallation of General Guardrail, Low -Speed Guardrail, Eno' Treatment assemblies, and their connecting options shown herein. This precludes requirements for shop drawing submittals unless otherwise specified in the plans. 2. COMPATIBILITY: The General Guardrail in this Index is based on the Midwest Guardrail System (INGS) design, with an approximate height Df 31" at the top of the Panel (2'-1" mounting height at vertical rE of Panel) and a mid'span panel splice as shown on Sheet 2 Guardrail components included on Che AFL, which are compatible with Ihis Index, may also be io'eniified as 31" or INGS Guardrail. 3. STANDARD COINPONENTS: Standard guardrail components, including ,posts, panels, and bolt systems, are based on the Task Force 13 Publication: Guide to Roadside Hardware Components (http://tf13.org/GuiLles/cofmponentGuiLle/). 4 BUTTON -HEAD BOLTS: Install Button -Head Bolts where indicated using bolts, nuts, and rashers as defined on Sheet 24. Place washers under nuts. Do not place washers between bolt heads and ,panels, except where otherwise shown 1' this Index. 5 HEX -HEAD BOLTS: Install Hex -Head Bolts where indicated using bolts, nuts, and washers In accordance with material properties of Specification 967. Place washers under nuts. 6. MISCELLANEOUS ASPHALT PAVEMENT: Install Aliscellane ou5 Asphalt Pavement where incdicated with a tolerance of + j" depth and in accordance with Specification 339. 7 ADJACENT SIDEWALKS & SHARED USE PATHS: When guardrail posts are placed within 4'-0" of a Sidewalk or Shared use ,path, use thmher post, ori. ,r_ ste_I posts only if treated with Pipe Rail a, s1',,, r on Sheet 22. When timber posts are used, one of the following safety treatments is required for the bolt(s),protruding from the oack face of the ,posts: a. After tightening the nut, trim the protruding post holt flush vrith the nut and galvanize per Snecification 562. h. Use post holts 15" in length and rountersrek the was,her and nut bete r _en E' and 1% deep into the hark face of the post. c. Use 15" post bolts with sleeve nuts and washers. When End Treatment posts are within 4'-0" of a sidewalk or shared use path, steel posts are not permitted within the End Treatment segment Terminate the Pipe Rail outside of End Treatment segments, as noted ,per Sheet 22. 8. NESTED VV-BEAM: VVhed'e called for In the plans, install two VV-Beam. Panels mounted flush per location, securing all panels with BuLlun-Head Bolts threaded Chrough aligned slots and holes. 2' Buiton-Head Bolts are permitted for panel splice locations. 9. CONNECTION TO RIGID BARRIER: The connections to Rigid Barrier do this Index Only a,p,plp to newly constructed bridge Traffic Railing and Concrete Ba rer u'- where the complete Approach Transitim Connection to Rigid Barre shown herein can be installed without conflicting with existing Traffic Railings, structures, or approach slabs. For connecting guardrail to existing bridge Traffic Railings, see Indexes 536-002, 521-404, and 521-405. 10. CONNECTION TO EXISTING GUARDRAIL Where a transition to existing guardrail at 27" height is required, linearly transition the new guardrail height over a distance ranging from 25-0" to 31'-3'. Height transitions must occur outside of End Treatment and Approach Transdti on segments. Provide an immediate transition to the required Mid5pan panel Splice using the ai a'lable panel options on Sheet 4 (9'-4y" or- 15'-7Y" panel). Alternatively, this transition to midspan panel splice may be achieved by installing o single reduced post spacing of 3'- 14" within the new guardrail, immediately adjacent to the connection location. 11, PLANS CALGOLITS' Begin/End Station labels are shown throughout this Index as they correspond to the station and offset callouts 5pecitiecl in the ,plans. In the plans, Begin/End Guardrail Station refers to the General TL-3 Guardrail Pay Item, and it may be abbreviated as Begin/End GR. Station Where the Lovr-Speed TL-2 Guardrail Pay Item is specifically required, the cahoot in the plans will then specify Begin/End TL-2 GR. Station. 12. QUANTITY INEASUREINENT: Measure guardrail and corresponding component, as defined in. Specification 536. The Guardrail length - measured along the centerline of installed Panels, between the points labeled Begin/End Guardrail Station shown on the f Ilow ng index Sheet,and rdenned in the plans (typically measured from the of the panel's post halt slots at the -pproach/tlng end,). Approved 2022-C-690-0000 LAST REVISION 11/01/19 2 0 DESCRIPTION: FY 2022-23 F� STANDARD PLANS GUARDRAIL 5 Eliza oeth Jett ND/13/2T3 36 001 1 of 24 W-Beare, Post Bolt Holes, Slots, & Vs" 0 Button - Head Bolts IN -Beam Panel Z General Past Spacing INids pan Panel Lap Splice (Typ.) Post Bolt Hole, Slot, & %" !1 Button - Head Bolt (Ty p.) Typ.) /3 Beare Panel (Typ.) 4%" 4/, (T%6) (Typ.) (Ty p.) W-Beam Panel Finish Grade rt 4" D Button- 2" Wise Head Bolt (Typ) Asphalt Par ement r Standard Post (Typ.) (Timber Shown) Splice Bolt Sluts & )' 0 x 14" Button -Head Bolts (8 Rey (1.) (Ty,p.) I111-Beam Panel Mldspan Panel Lap Splice (Typ.) GENERAL GUARDRAIL INSTALLED ELEVATION Post Bolt Hole, Slot, & 4" Pr Button- , Head Bolt (Typ.) Standard Post (Typ.) (Timber Shovvn) Offset Block (Typ.) Back of Post (Typ.) W-Beam Panel W-Beam Panel N Splice Ridge (See Note 2) (Typ INSTALLED PLAN Face of Guardrail p.) Direction of Traffic 1 se O Button Head Bolt (18" Length for Timber Post) Back of Post Standard Post (Timber- Shown) NOTES: Offset Block INSTALLED SECTION Beam Panel 1. GENERAL: Install the General Guardrail configuration where indicated In (he plans. This may include tapered segmenis it called far in the plans. Use 12'-6" or longer IIV-Beam Panels. A single E-3" Panel may be used at the end of the run to meet the nominal Begin/Eno' Guardrail Sta. requirements. IAlhere a dittering guardrail configuration is required far constructabili ty be ono' the options shown In this Index or the plans, obtain approve al from the Engineer prior to installation. 2. I'1IDSPAN PANEL LAP SPLICE. For ,proper structural function, place all Lap Splices at midspan unless otherwise indicated. Lap the Panels with the Splice Ridge oriented downstream of the final Direction of Traffic in the nearest traffic lane. For reverse lane conditions, orient the Splice .Ridge downstream of the lane direction with the highest traffic volume Orienting Lap Splices for Temporary Traffic Control phasing is not required. 3. CONNECTION DETAILS: Connections La End Treatments, Approach Transitions, or other segment types are defined in the following Index Sheets, APL Drawings, or the plans. 4. W-BEAM PANEL DETAILS: See Sheet 4. 5. POST & OFFSET BLOCK DETAILS: See Sheet 5 6. GUARDRAIL SECTIONS: For Sertrons showing tp pical mounting heights, grading, and lateral offsets in relation Co adjacent roadway features, see Sheet 6. 7. I'40DIFIED MOUNTS: Where concrete structures, concrete sidewalk, or' shallow depth conditions are encountered, see Sheet 23 for additional post mounting options. 8. DEFINED SEGMENTS: The General Guardrail shot+ n provides the base configuration, including Post Spacing and soiree locations, for Defined Segment modifications ry -eindicated in the plans and using the Guardrail Types, Sections, and/or hardware as shown in this Index (e.g. Double Faced Vy-Beam, Deep Posts at Slope Breaks, Pipe Rail, Ruo Rail, or -Reduced Post Spacing for Hazards). A rror GENERAL, TL-3 GUARDRAIL DETAILS LAST REVISION 11/01/19 2 0 DESCRIPTION: FY 2022-23 F� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 2 of 24 Low -Speed Post Spacing 12'-6 (Norn°al Run) 6'-3" (Eqd Connection Only) VV-beam, Post Bolt Holes, Slots & )!s"0 Button Head Bolts 1 �i Post Bolt Hole, Slot, & V," 0 Button - Head Bolt (Typ.) 0 Button- Id -Beam Panel Head bolt (Typ.) (12'-6" INin.) Standard Post (Ty,p.) (Timber Shown) Finish Grade L 44" (TV P.) 2" (Typ.) 6 2" INisc. Asphalt Pavement (TYR) Illidspan Panel Lap Splice (Ty,o.) 4 Splice Bolt Slots &,, 2x 14' Button -Head Bolts Regd.) (Typ.) -Beam Panel (9'-44" for End Connections Only) �� 1) Post Bolt Hole, Slot, & %" 0 Butt Head Bolt (Typo.) Standard Post (Ty,p.) (Timber Shown) Offset Block (Typ.) VV-Beam Panel (12'-6" INin.) LOW -SPEED GUARDRAIL INSTALLED ELEVATION (lidsoan Panel Lap Splice (Typ.) 7 Earn of Post(Ty p.) VV-Beam Panel (9'-4h" for End Connectaria Only) Low -speed Guardrail LOIN -Speed Guardrail End Treatment or Approach Transiting) Plidspan Panel Lap Splice (Typ.) End Treatment or Approach Transition Face of Guardrail (Ty p INSTALLED PLAN Direction of Traffic fp %" 0 Button - Head Bolt (18" Length for Timber Post) Back of Post Standard Post (Timber Shown) Offset Block INSTALLED SECTION NOTES: VV-Beam Panel 1. GENERAL: Install the Lorr-Speed Guardrail configuration where indicated in the plans. Low -S,peed Guardaa may include tapered segments if called for in the plans. Use 12'-6" ur 25'-0"W-Beam Panels for not-rnal spans, c s, and use 9'-4h" Panels for end connections to adjoining segments as shown. A single 6'-3" Pa nel may be used end at the e of the Low -Speed Guardrail run along with asingle reduced 6'-3" post spacing to meet the nominal Begin/End Guardrail Sta. reguired. Where a glittering guardrail configuration is required for constructability beyond the options shown in this Index or the Plans, obtain approval from the Engineer prior to installation. 2, INIDSPAN PANEL LAP SPLICE: For ,proper structural function, place all Lap Splices at midspan unless otherwise indicated. Lap the Panels with the Splice Ridge oriented downstream of the final Direction of Traffic in the nearest traffic lane. For reverse lane conditions, orient the Splice Ridge downstream of the lane ection with the highest traffic volume. Orienting Lap Splices for Temporary Traffic Control phasing- is not required. 3. CONNECTION DETAILS: Connections to End Treatments, Approach Transitions, or other- segment types arc defined in the following Index Sheets, APL Drawings, or the plans. 4 VV-BEAIN PANEL DETAILS: See Sheet 4 5 POST & OFFSET BLOCK DETAILS. See Sheet 5. 6. GUARDRAIL SECTIONS: For Sections showing typical mounting heights, grading, and lateral offsets In relation to adJacent roadway features, see Sheet 6. 7. INODIFIED INCUIVTS: Where concrete structures, concrete sidewalk, or shallow death conditions are encountered, see Sheet 23 for additional post mounting options. 8. RESTRICTIONS: Low -Speed Guardrail segments arc not permitted for use with items including, but not limited to, Double Faced VV-Beam, Deep Posts at Slope Breaks, .Raised Curb, Pipe Rail, and/or Rub Rail. LOW -SPEED, TL-2 GUARDRAIL DETAILS LAST REVISION 11/01/19 2 0 DESCRIPTION' FY 2022-23 F� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 3 of 24 R R- 5 IN -Beam (Symmetrical) & %" x2'/z" Post Bolt Slot C '67" x 1 % ) Splice Bolt Slot (Typ.) 34" fp VV-Beam & x1 5 Splice Bolt Slots W-BEAM PANEL SECTION fy TI,' ,Beam rSynrmetri cal) E 2"/3," x 17e" Splice Bolt Slot (T) p.) 6V-bean, & 2%"x2%" Splice Bolt Slots THRIE-BEAM PANEL SECTION Varies (6-3", 9'-4'/Y", 12'-6') 75'-7f", nr 25'-0") 'N' Spaces ;a> 3-1 y" (See Table 1) 4 %" (TVPJ 44" (Typ.) CF. VV-Beam (Ty,o.) & Post Bolt Slots o "xz" ost Bolt Slots (TIT.) 'N' Spaces a '42"x1W Splice Bolt Slots (TypJ 34"0Cable Anchor Plate Bolt Holes 01;here Regd.) (See Note 2) W-BEAM PANEL ELEVATION Varies (3'-1/" 6'-3" 12'-6" or 25-0") (See Table 1) 4//" (TypJ 4 %" (TypJ R 1 R fp ' %,'x7'/d' Splice Bolt Slots (TypJ Post ost Bolt Slots (Typ.) THRIE-BEAM PANEL ELEVATION 1 2" Splice Bolt Slots (Tr p.) THRIE-BEAM TRANSITION PANEL ELEVATION (Reverse Direction Similar by Opposite Hand) fp Vu-Bean, PANEL SUMMARY TABLE: Panel Type Number of Spaces 'N' Geuge 6-3" IIV-Bean 2 12 9'-4%" IN -Beare ., 12 12-6' IN -Beam 4 12 15'-7/" VV-6eam 5 12 25'-0" IN -Beam 8 12 3'-1 f" Thrie-Beam 1 10 6-3" Thrie-Beam 2 12 12-6" Thrie-Beam 4 12 25-0" Thrie-Beam 8 12 Thrie-Beam Trans. 2 10 NOTES: 1. MATERIALS: Use corrugated steel panels in accordance with Specification 967 and made from either Class A, 12 gauge steel or Class B, 10 gauge steel as specified in the 'Panel Summary Table' above. 2. CABLE ANCHOR PLATE BOLT HOLES: Include j" 0 Cable Anchor- Plate Bolt Holes only where required for installaW 00 of (he Cable Anchor Plate shown on Sheet 9, 10, & 11. )'0z' x 17e" slots m'V suestitute for the 2/a' !9 holes shown. W-BEAM AND THRIE-BEAM PANEL DETAILS LAST REVISION 11/01/19 2 0 DESCRIPTION: FY 2022-23 F� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 4 of 24 3' 0 Bolt Hole 4" 0 Bolt Hole OW.) Rub Rail Bolt Hole (Optional) ISOMETRIC TOP ELEVATION TIMBER POST (6"X8" Nominal) Standard Post ISOMETRIC TOP ELEVATION STEEL POST (W6X8.5 or W6X9) Block &-'/y"0 Bolt Hole 4 0'0 Bolt Hole PLAN BLOCK 3 0 Bolt Hole Nom. -10" Standard Thri e-8eam -G" General Ppprh. Trans. ELEVATION ELEVATION W-BEAM THRIE-BEAM BLOCK BLOCK TIMBER OFFSET BLOCK (6"X8" Nominal) Begin/End Double - Faced GR. Sta. Begin/End Single - Faced GR. Sta. Z_ Double -Faced Guardrail Single -Faced Guardrail 4-Beam Panel IN -Beam Block Timber Post (Shown) (Steel Post Similar) IN -Beam Block IN -Bears Panel (0'-43'7 PLAN Flared End Unit (see sheet 9) SINGLE -FACED / DOUBLE-FACED GUARDRAIL CONNECTION Yrs" 0 x 10" Button - Head Bolt Block Step - Nall (T/p) (See Note 5) Steel Post Block Stop - Nail (Typ.) (See Note 5) SECTION PLAN fL%"0x 18" Button - Head Bolt VV Beans Panel (TYI.) IN -Beam Block SINGLE -FACED W-BEAM STEEL POST IN -Beard Panel Timber Post SECTION PLAN SINGLE -FACED W-BEAM TIMBER POST Li 'e" 0x 25" Button -Head Bolt (See Note 4) W-Bear' Panel IN -Bean Block e)-Beam Panel Timber Post IN -Beam Block SECTION PLAN DOUBLE-FACED W-BEAM TIMBER POST (Thrie-Beam Similar) (Steel Post Similar) 0 %' 0 18" Button - Head Bolts IV -Beam Panel Timber Post SECTION PLAN THRIE-BEAM TIMBER POST (Steel Post Similar) Thrie-Beam Panel NOTES: 1 STANDARD POSTS. Where Standard Posts are called for in this Index, use either a Timber Post or Steel Post at the Length,'12 shown for Sta da 1 Posts. Use a single post date ial type consistently per each run of guardrail oily where specified in the PlawN use the Deed Pot L for Slope Break Conditions as shown or Sheet o. 2 OFFSET BLOCKS: For each Panel type, install the corresponding Offset Block type as shown For General, TL-3TL-3 (Single Face') 4( 010acil T ansitions only, use the 1'-6" Thrie-Sears block (See Sheet 131. 3. BOLT HOLES: 3/(' 0 Bolt Holes shown in ,posts within this Index may be substituted with rye" 0 Bolt Holes. 4 DOUBLE FACED GUARDRAIL Orient Post Bolts with the Button -Head located on the side nearest the traffic lane. The bolt's threaded per is not permitted to extend beyond j" from the tare of the tightened nut; trim the threaded portion as needed and galvanize in accordanre with Spedficatipn 562. 5 BLOCK STOP -NAIL: Drive one nail per Standard Offset Block as shown toprevent Block rotation. Use steel 3'" Type 16d nails with 4STM 4153 hot -dip galvanization. For steel posts, drive the nail through the unused flange Bolt Hole and bend the nail so its head contacts the flange. 6. MATERIALS: Use timber and steel posts and offset blocks in accordance uvith Specification 967. Composite offset blocks may be substituted as approved on the 4PL. Use a single offset block type consistently per each run of guardrail. Steel offset blocks are only permitted for Modified Thrie Beam. POST AND OFFSET BLOCK DETAILS LAST REVISION 11/01/19 2 0 DESCRIPTION: FDCIT STANDARD PLANS FY 2022-23 GUARDRAIL INDEX 536-001 SHEET 5 of 24 Panel W-BEAM Finish Grade (1:10 Max.) (T15 Panel DOUBLE FACED W -BEAM Panel THRIE-BEAM Face of Guardrail 10 Mat I4in. 10" I4in. 2'-0" I4in. 5(ope Break Front Slope (1:2 Max.) 2" 14isc. Asphalt Pav L. (1:10 Max) TYPICAL GRADING & PAVT. PLACEMENT DETAIL (See Note 2) 2" I'4isc Asphalt Pavt. (1:10 Max.) (For 5uroutding Concrete, Use a Frangible Leave -Out Per Sheet 23) f Face oY Guard rail [ Panel DOUBLE FACED THRIE-BEAM GUARDRAIL TYPES - MOUNTING HEIGHTS & POST DEPTHS Pipe Rail (Regd. for Steel Posts with Sidewalks or Shared Use Paths 4' from Post) (See Sheet 22) 7„ n� CSidewalkoncrete TYPICAL SIDEWALK DETAIL (Work with Other Sections as Reqd.) GUARDRAIL SECTIONS - TYPICAL Edge of Traffic Lane UNPAVED OR PARTIALLY PAVED SHOULDER 'Lateral Offset' 2" Misc. Asphalt Pavt. Face of Curb 0" or 5" (See Note 5) Panel Lip of �- ,utter5 Face of Guardrail 2" Misc. Asphalt Pavt. (1:19 Max.) ADJACENT TO CURB (Type F Curb Shown) ✓ Face 0f ar d'r ail Edge e Trail, Lane FULLY PAVED SHOULDER GUARDRAIL HEIGHT SUMMARY TABLE: Type: Min. Depth 'D': Mounting Height 'H': Post Length 'L': VV-Beam (Single and Double Faced) 3-10" Thrie-Beam (Single and Souble Faced) 3-10" Timoer Deep Post 4'-70" See Above Steel Deep Post 6'-4" See Above 9'-O" Far of Curb ti Panel Panel SLOPE BREAK CONDITION SLOPE BREAK CONDITION TIMBER DEEP POST STEEL DEEP POST 'Lateral Ottsef ✓ Face of Guardrail :10 Max. Asphalt Pavt. 1:10 Mary BEHIND CURB (Type F Curb Shown) GUARDRAIL SECTIONS - CURB & GUTTER ✓ Gua Face rdrOf ail Lateral Offset' Edge of Traffic Lane Shoulder Gutter 2" Misc. Asphalt Pavt. SHOULDER GLITTER GUARDRAIL SECTIONS - SHOULDERS Back of Gutter f Fare of Guardrail I4in. 2" Misc. Asphalt Pavt. ADJACENT TO SHOULDER GUTTER ace of Gnararan Lateral Offset' 2" Pbsc Asphalt Pavt. I:6 i14 (Medan Slope) Ruh Rail (Required for - Median Slopes Greater than 1:10) (See Sheet 21) DOUBLE FACED GUARDRAIL (Shown In Median) NOTES: 7. GUARDRAIL SECTIONS: Construct Sections 05 indicated in the plans. The details shown herein depict IN -Beam Guardrail, but are applicable to the other defined Guardrail Types placed at the corresponding height, 'H'. Use components per Sheets 4 6 5. Steel and timber post types are interchangeable unless otherwise defined. The 1:10 Max. cross slope shown is the maximum slope permitted for proper guardrail function, but project -specific cross slope requirements are governed by additional design criteria, per the ,plans. 2. TYPICAL GRADING 6 PAVEMENT PLACEIOENT DETAIL: Construct uct features as depicted except where superceded by specific Guardrail Sections or the plans. Place the Slope Brea" a 1'4inirnurr of 2' behind the ,post. For Deep Posts, the slope break may be placed at the Post with the 2" Miscellaneous Asphalt Pavement omitted. 3. SLOPE BREAK CONDITION: Install Deep Posts only where called for in the plans. Deep Posts are only permitted where post spacing is 6'-3" or less. 4 LATERAL OFFSETS: The Lateral Offsets shown are governed by the station and offset call outs for Face of Guardrail, as shown In the plans. 5, ADJACENT TO CURB Place the Face of Curdrail consistently offset either Hush with the Face of Cub or 5" betilnd the Face of Curb, as indicated by the plans station offset calloct. For offset changes, transition the Face of Guardrail a., hove it the plans. GUARDRAIL SECTIONS LAST REVISION 11/01/20 2 0 DESCRIPTION: FAT FY 2022-23 STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 6 of 24 Face of General Guardrail (See Note 2) Edge of 2' Misc. Asphalt Pavt. (See Note 5) Front Slope Break 2" Misc. Asphalt Pawt. ___ Approach Terminal, Begin/End Gu✓rorall Sta. & fg Post (11 (3) N General Guardrail (See Note 21 Length of End Treatment 'LE' INidspan Splice Location (TypJ Fare of Guardrail 9 (2L 53'-1)' (TL-3, General) Edge of Traffic Lane Projected Face of General Guardrail Varies 6 40'-7/I' iTL-2, Low -Speed) APPROACH TERMINAL ASSEMBLY 'PARALLEL' TYPE - PLAN VIEW � Front Slope Break 2' Asphalt Pact. SECTION AT POST (1) WITH UNPAVED SHOULDER Edge of Traffic Lane -\a_ Projected Face of General Guardrail Varies Pact. Asphalt Pavt. SECTION AT POST (1) WITH FULLY PAVED SHOULDER Front Slope Break Impact Head (see Note 4) Direction of Traffic Edge of Traffic Lane NOTES: 1 INSTALLATION Locate Approach Terminals where called for in the plans, with the Post (1) ( placed at the Begin/End Guardrail Station indicated in the plan,. The Plan Views shown herein are schematic only, showing basic geometry for Approach Terminals listed on the APL. The ,predefined Length of End Treatment,'LE', includes the ,proprietary ,portion of various Approach Terminal; and provides for more consistent planning of assembly rrvatidy' across the differing Approach Terminal types. Forward -anchoring style Approach Terminals may wary from the planner) lengths shown by UP to 3'-0". Construct Approach Terminals as shown in the APL and in accordance with the manufacturer's unique drawing details, procedures, and specifications. 1-stall ,posts in accordance with the manufacturer's drawings. The Special Posts on Sheet 23, including Special Steel Posts, Erlrased Posts, a Frangible Leave -Outs, are not permitted within the Approach Terminal Segment unless otherwise called for in the plans. Align panel lop splices it accordance with the manufacturer's drawings, regardless of the direction of traffic. Install adjacent grading, gutters, and/or curbing as shown ,herein. 2. GENERAL GUARDRAIL: General Guardrail typically includes Panels and Post Spacing as shown on Sheet 2, including parallel and tapered segments. Approach Transitions, Low -Speed Guardrail, or Reduced Post Spacing Guardrail segments may be substituted fur the General Guardrail shown herein if indicated in the plans. 3. APPROACH TERMINAL TEST LEVEL: Install either a Test Level 3 (TL-3) or Test Level 2 (TL-2) Approach Terminal as specified in the plans. TL-3 Approach Terminals may substitute for TL-2 Approach Terminals unless the substitution is specifically prohibited in the plans. TL-2 Approach Terminals may not substitute for TL-3 installations. 4 IMPACT HEAD END DELINEATOR: Apply Yellow Retroreflective Sheeting to the nose of the Eno' Terminal in accordance with Specification 536. 5 2" I'4/SCELLANEOUS ASPHALT PAVEI1ENT: The Plan Vier, depicts the Unpaved Shoulder condition. For Fully Paved Shoulder and Shoulder Gutter onditions, extend the 2" I'4isc. Asphalt Pavement as shorun In the corresponding 'Section at Post (1)' details below. The 2" Misc. Asphalt Pavement shown upstr'earn of Post (1i may be substituted with a different pavement type where called for in the Plans. 6. CLEAR AREA REQUIREMENT: Do not place any permanent aboveground installations within the areas shoran ,iith 1:10 maximum grading. For the finished conditionkeep this area free of all aboveground obstructions, including dense vegetation and trees. ].'CURBED' AND 'DOUBLE FACED' GUARDRAIL SEGMENTS: See Sheol 0 Projected Face of General Guardrail Varies 6" Ghldr. Ravi. 2" I'4isc. Shoulder- Gutter Asphalt Pavt. ✓ Front 51 o,pe Break SECTION AT POST (1) WITH SHOULDER GUTTER END TREATMENT - APPROACH TERMI/Y„L GEOMETRY ' r4ALLi-_ LAST REVISION 11/01/20 2 DESCRIPTION: FY 2022-23 FDOT STANDARD PLANS GUARDRAIL INDEX S;:EET 536-001 7 of 24 Guardrail height Taper �h (12'-6" Linear Transition) (See Note 4) Face of General Guardrail r5ee Note 2) R Edge of 2" IN/so. Asphalt Pavt. Font Slope Break 2" Misr. Asphalt Part Apprh Terminal, 6egi n/Eno' Guardrail rp Post 1.10 fro Typical Front Slope Ereak) (4)Nl (3) (2)� Curb Transition (If Applicable) (See Note 2) General Guardrail Length of End Treatment 'LE' L111,1( Type E Curb P.egd. Face of Face oT G Type E Curb JJ Guardrail Type E Curb (0n1v) 25-0" Taper Length 53'-1 y" (TL-3, General) (Sec Note 3) B Face of Guardrail 40'-71" (TL-2, Low -Speed) APPROACH TERMINAL ASSEMBLY 'CURBED' SEGMENT - PLAN VIEW Apprh. Terminal, Begin/End Guardrail Sta, Post (1) Edye of 2' Wise. Asphalt Pavt 0 Impact Heau'� (See Nute 6) Limit Type E Curb Regd. Direction of Traffic 2" IN/sc. Asphalt Pav t. (1:10 INax.) (4)1rili (3)n (2) B General Guar -drall Double Faced Length of End Treatment 'LE' Face of Guardrail Edge of 2" Misr. 7 Asphalt Pavt. 53'-1 y" (TL-3, General) Dnunle Faced Approach Terminal Impact Head (Flat or Rounded) (See Note 6) 10'-0" Face of Guardrail r Face of Curb V areas Front Slope Break 2" Misc. Asphalt Pavt. (1:10 Max.) Panel APPROACH TERMINAL ASSEMBLY 'DOUBLE FACED' SEGMENT - PLAN VIEW Edge of Traffic Lane VarleP Shldr. Pavt. 0' Face of Guardrail Varies 6" (Min) Sh1,11 Pavt. Type E Curb (Only) 2" IN/sc. Asphalt Pavt. (1:10 I'4ax.) 'CURBED' SECTION A -A (Height, 'H', Measured from Misc. Asphalt Pavt.) 'DOUBLE FACED' SECTION B-6 (1:10 Slope or Flatter Regd.) NOTES: 1. GENERAL: See (Votes 1 t rro gh 3 on Sheet 7. 2. CURBED SEGINENTS: Type E curb is requived urithin the limits shown. When a different curb type is called (or outside of the Type E curb limits, transition the curb shape linearly, over a nominal distance ranging 5'-0" to 10'-0" j 3. TAPER LENGTH: For Curbed Segments, Lauer the gL,ardrarl away feel, the oar,.ay where shown to place Curb Transition tie Inside edge of the Impact Head at 5" behind the face of the curb. Where addlt opal lateral offset is required to fit the Approach Tel Assemblp hardware, such as a soil plate, place the Impact Head as lose to the curb as the hardware allows, net t0 exceed 2'-0" from the face De curb. Edge of ✓ Traffic Lane 10 Applicable) See Note 2) 4. GUARDRAIL HEIGHT TAPER: Fur Curbed Segments, the connecting General Guardrail Muurri/ng Height,'H', is typically measured from the Lip of Gutter (See Sheet 6 Guardra/I Sections, 'Adjacent to Curb'), while the End Terminal Assemblp 'H' is measured fron-, the I'4/sc. Asphalt Pavt (See Seetlun A -A). Lineal ly taper the d/f(erence in INounting Height over a minimum length of 12'-6', starting where Indicated herein. 5. DOUBLE FACED SEGMENT' Connect to Double Faced General Guardrail. Use cons/stem Posts and Offset Block types as spec/fled /n the APL drawings over the entire Length of End Treatment,'LE'. Posts and Offset Blocks /n the adjoining General Guardrail segment may be different from those Inside of the 'LE. A change In post tppe between tlmher and steel /s permitted, Immediately outs/de of the 'LE' segment. I'4a/main the 1:10 maxLmILL, yrad/ng as shell, /n 5eetlun B-P, throughout segment 'LE'. Where required, transition to differing adjacent slopes linearly, over a minimum longitudinal length of 25'-0" 6. IMPACT HEAD END DELINEATOR: Applp Yellow R0/' oreflec1/ve Sheeting to the nose of the End Terminal in accordance with Specification 536. 7. CLEAR AREA REQUIREMENT: Do not place any ,permanent aboveground installations within the areas shown with 1:10 maximum grading. For the fin/shed coedit/on, keep this area free of all aboveground obstructions, including dense vegetation and trees. 8. 2" 1'4ISCELL4NEOUS ASPHALT PAVEI1ENT: The 2" Ml,. Asphalt Pavement shown upstream of Post (1) play he substituted with a different ,pavement tppe where called for lh the Plans. 5. SINGLE FACED 'PARALLEL SEGI1ENT5: See Sheet 7. END TREATMENT - APPROACH TERMINAL GEOMETRY CURBED AND DOUBLE FACED LAST REVISION 11/01/19 2 0 DESCRIPTION: FY 2022-23 F� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 8 of 24 Trailing Anchor. & Begin/End Guardrail Sta. 6-0" INlscAsphalt Pavt. Extension Q Short Timber Brkwy. Post & Steal Tubb Foundation Length of Trailing Anchor aye, 'LT' = 9'-44" Gcncral Guardrail Flared, Rounded, or But End Und !� Vy-Bbam, Post Bolt slots, & 91(' 0 Button -Head Bolts` End Delineator (See Note 6) Short Timber Brku. Post Sec Post & Cable I4ount Detail (Sheet 10) 2" I1isc. Asphalt. Pavt. Stool Tubc Foundation Direction of Traffic 4" 0 x 1%' Button - Head Bolt (Tp (. Cable Anchor Plate Assembly - I I • Cable Assembly Ground Struts (2 Regd.) Hcx Jam Nut System Short Timber Brkvey. Post \77G.,:\ 7i\ / o4 0 x 10" Hcx-Head Bolts (1 Rood.) 1l (Washers Earh Fs)e, 2 Reod1 ¢sja'(d x 10" Button -Head Bolt`, Stool Tubc Foundation INSTALLED ELEVATION Short Timber Brkwy. Post & Steel Tube Foundation 0 x 10" Button -Head Bolt, W-Beam Panel (9-4,4" Panel Sho r), Panel Optbnal) Hex -Head Bolt Mi rlSpar, Panel Lap Splice Finish Grade 7/\7G<`, sj 0 x 10" Hcx-Head Bolts (1 Redd.) (Washers Each Face, 2 Regd.) ¢ Short Timber Brkwy. Post & Steel Tube Foundation I 7- Edge Of 2 Eli sc. Asphalt Pavt. Brkvvy. Terminal Post Sleeve Hcx Jam Not System Fla ed End Unit Shoot? (See Note 5) Ground Struts 2 Regd.) Hex Jam Nut Syste'n Cable Andrea Plate Assembly, Cable Assembly Steel Tube Foundation (Tyo( ry I/V-Beam / Face Of Guardrail SINGLE FACE TRAILING ANCHORAGE INSTALLED PLAN 4 s/" 0 x 25" Short Timber Brkivy. Post Button-h'ead 5/0! ,� & steel Tube Foundation r(9"0x 25" Button-h'ead Short Timber Brkivy. Post & steel Tube Foundation Edge Of 2" Iisc. Asphalt Pavt Boiler End Unit Brkv y. Terminal Post Sleeve w-Beam Face 0f Guardrail 7 k, Cable Anchor Hex Jam Plate Assembly Nut System VV-Beam Face Of Guardrail DOUBLE FACE TRAILING ANCHORAGE INSTALLED PLAN Offset Block (T/p.) Stool Tube Foundation (TV P ) NOTES: Standar d Post 1. COMPONENT DETAILS: For additional component details, See Sheet 10. 2. END UNITS' Use materials for end uoitsf- a Specirications Section 967 Eod U i lS are referred to as Eld or B ffer s ct ors r AASHTO 11180. Lap the Flar d Eld U it behind the IN Bean lap the Rounded and Buffered End Outs over the face of the Bearn. 3. FOUNDATIONS: Install Steel Tubes by either of the following methods: a. Excavate, bac krill, and compact maierial 10 provide full passive soil resistance to the surface of the Tube. 2 _37 PLAN FLARED END UNIT (Sym.) / 11/" Slots (Typ.) (8 Regd.) PLAN ROUNDED END UNIT 7/' 8'" b. Drive the Tube using a dummy Limber post to prevent damage to the Breakaway Post sF,;'xlys' Slots (T}p.) ELEVATION (4 Pogo' . Ea. Side) 4. GENERAL GUARDRAIL. General Guardrail typically includes Panels and Post Spacing as shown on Sheet 2, including parallel and tapered segments. Transitions, Low -Speed Guardrail, or Reduced Post spacing Guardrail segments may be substituted fur the General Guardrail shown herein if indicated in the ,plaits. 5. SIDEWALK REQUIREMENTS: When sid'evvalks are located adjacent to the End Treatment, install Rounded bid Unit (Flared End Unit not permitted for this case). 6. END DELINEATOR: Mount retroreflective sheeting to the approach taco of the End Unit in accordance with Specification Secti ups 536 and 967. PLAN BUFFER END UNIT END TREATMENT - TRAILING ANCHORAGE LAST REVISION 11/01/20 2 0 DESCRIPTION: FY 2022-23 F� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 9 of 24 3/0 . Post Bolt Hole HSO Rect. 8"x6"x'/rd' (See Note 2) 1 ELEVATION SECTION STEEL TUBE FOUNDATION 74" (+T',-9/) ELEVATION SECTION = SHORT TIMBER BREAKAWAY POST = (6"x8" Nom.) (0 Steel Plate (" 0 Bolt Hole SECTION SOIL PLATE ELEVATION 1 %" C3x5 Steel Channel SECTION GROUND STRUT ELEVATION SECTION BREAKAWAY TERMINAL POST SLEEVE 1'4," Anchor Stud Hole A" Steel Plate STEEL END PLATE 2 - Plate Stop -Nails (See Note 3) Bearing Plate Hex Jam Nut System [2 Post Sleeve & Short Timber Brkw v Post X,"0x 10" 9e' Steel Plate Bolt Hole 8 SECTION ro 1" B x 7" Cable Stud - Full Thread Galvanized 9" 0 Galvanized Cable (6x19) Swage Connected To Anchor Studs _wage Fitting BEARING PLATE CABLE ASSEMBLY Shaped Steel Plate (16'x12%n"xY,") ELEVATION 35° %' 0 Holes (Ty,o) (8 Regd.) fp - Hole CABLE ANCHOR PLATE s/g" D x 1 '6" Hex Head Bolt (Thru W-Beam Pre - Fabricated Holes) (8 Regd.) OP lib _ --r _ - S eel Eno' Plate To Anchor Plate Edge (Three Sides) \I 4, ELEVATION fg Steel Tube Foundation Short Timber Brkwy. Post Brkwv. Terminal Post Sleeve Steel Tube Foundation Cable Assembly Hex faro Nut System 1" 0 Cable Stud Washer- (2" OD., 1%D,' ID, X4" Thick) Steel End Plate ¢0/ Hole. c' R %"R 160" SECTION W-Beam %" 0 1 A" Hex -Head Bolt System (8 Regd:) CABLE ANCHOR PLATE ASSEMBLY W' Vi-Beam And Anchor Plate Steel End Plate s'mfp. Cable Assembly & 14" 0 Cable Stud Hole SECTION NOTES: 1. INSTALLATION: Use components as shown on Sheets 9 & 11. 2. MATERIALS: Llse steel plates, channels, and Cable Assemblies in accordance with Specification 967. Use Short Timber Breakaway Posts and Steel Tube Foundations in accordance with Specification 536. Use Hex Nuts, Hex Jam Nuts, and Washers in accordance with the AASHTO-ACC-ARTBA Guide to Standardized Barrier Hardware vtith English unit equivalents of components FNX24a and FWC24a, respectively. Two Hex Nuts may be used for the Hex Jam Nut System. PLATE STOP -NAILS: To prevent rotation of the Bearing Plate, drive steel 24" Type 8d nails with ASTIOI 4153 hot -dip galvanization. 4. CABLE ANCHOR PLATE ASSEMBLY INSTALLATION: Mount to the pre -fabricated Cable Anchor Plate Bolt Holes in the IN -Beam Panel, Ds ShOVVI1on Sheet 4. These panel holes are only permitted for this Cable Anchor Plate Assembly application. Hex -Head Bolt 5. SOIL PLATE BOLT HOLE(S). For Trailing Anchorage installations as shown on Sheet 9, the two bolt holes shown map be substituted rii th a single boll hole located al the Tube cenierline. ELEVATION POST & CABLE MOUNT ASSEMBLY END TREATMENT - COMPONENT DETAILS LAST REVISION 11/01/19 2 0 DESCRIPTION: FDIDT STANDARD PLANS FY 2022-23 GUARDRAIL INDEX 536-001 SHEET 10 of 24 [� Post Mount Can, Short Timber CRT End Treatment & Brkwy. Post, & Steel Tube Foundation Begin/End Guardrail Sta. 6'-0" Mist. Asphalt Pavt. Extensimr 15'-74" W-Beam Panel I'4atch Line (See Sheet 12,1 CRT System Post I4oLlnt Cap %" 0 x 14" Button -Head Bolt (Typ.) Buffer End Unit VV-Beam, Post Bolt Slots, &4H" 0 Button -Head Bolts End Delineator (sec Note 7) Short Timber Brkwy. Post See Post & Cable Mount Detail (Sheet 101 [i Short Timber Brkwy. Post & Steel Tube Foundation X"0x 14" Hex -Head Bolt & Rect. Washer (Soo Note 5) el Cable Assemllp Cable Anchor Plate Assembly 1'-0' 44,E Hex Jam Nut System (Top.) 6 -- Vs" 0 Galvanized Steel U-Bolt Cable Clips (a 4'/z" 5p. (/44 I.D. Grip Pattern) I" 0 x 10" Button -Head Bolt Shutt Timber Brkwy. Post I og I Midspan Pane Lap Splice CRT Post (See Sheet 12) (See Sheet 121 L 2" Mr sue.— �\ Asphalt. Pavt. Soil Plate Partial Cable Assembly (See Note 4) Steel Tube - '1 Foundation s/v" 0 x 10" Hex -Head Bolts 2 Regd.) (Washers Each Face, 4 Regd.) INSTALLED ELEVATION fp Short Timber Brkwy. Post, Post Mount Cap, & Steel Tube Foundation —� GLX" 0x 1%" Button -Head Bolt (No IlVasher) Transverse Cable Stud Mount Soil Plate run Tube Steel Tube Fnu rndatIon i� Ig" 0 x 10" Hex -Head Bolts (2 Regd) (Washers Each Face, 4 Rood.) Short Timber erkwy. Post //" D x 10" & Steel Tube Foundation Button -Head Bolt Buffer End Unit (Bend to Fit) Edge Of 2" Disc. Asphalt Part I" 0 x 1%" Button - Head Bolt (Typ.) (8 Rego. Per Splice) Special End Shoe Partial Cable Assembly (See Note 4) Cable Anchor Cable Asscm. plate A Short Timber Brkwy. Post Inside Steel Tube Edo. (T%p) Soil Plate (Ty,o.) VU-Beam s/" 0 x 1 r/a' Hex -Head Bolt & Rect. IlVasher INSTALLED PLAN CRT END TREATMENT ASSEMBLY Face 0 Guardrail NOTES: 1 INSTALLATION. Use with CRT Systems as required on Sheet 12. 2. COMPONENT DETAILS: For- additional component details, See Sheet 10 & 12. For the Rectangular Washer detail, sec Shoot 24. S. IIIATERIALS. Use steel End Shoes, Plates, Tubes, and pipes In accordance with Specification 967. 4 P,yRTIAL CABLE ASSEMBLY: The Partial Cable ,.ssembly issinular to the Cable Assembly defined on Sheet 10, except with a 9'-0" total length and the swage Fitting and Cable Stud omitted from Feed the Cable Stud through the Cable Stud Hole of the Tra re Cable stud Mau t .hoc n, and secure it with the Hox Jam Nut System as defined on Sheet 10. /'x2/" Post Bolt Slot '0/ 'x3" Slot (Typ.) (B Regd.) ELEVATION PLAN SPECIAL END SHOE Post Cap & / Steel Plate Panel Bolt Hole (12"x4"x/") ra' 4" 0 Panel Bolt Hole 10" NPS sch. 40 ELEVATION 5 A. Steel Plate & Pipe 10" NPS Sch. 40 %' P) Panel Bolt Hole X" Steel Plate & Pipe PLAN Steel Plate (12"x 4"x Is') Short Timber Brkwy. Post Steel Plate (12"24"x 4,") �� fV Post & Post Cap VV-Beam Panel Buttnn-Head Bolt (No IrVasher) INSTALLED SECTION POST MOUNT CAP 6 Trans. Cable Stud Mount: ¢ Square Steel Tube, Steel Plate, & 0 Hole 1%6` 0 Cable Stud Hole 5. SPECIAL END SHOE MOUNT: Punch a %' P) hole in the IN -Beam Panel as needed to secure the Special End Shoe with the s/" 0 Hex -Head Bolt. Galvanize hole per Specification 562. 6. FOUNDATIONS Install Steel Tubes with attached Soil Plates by either- of the tolldviing methods: .a. Excavate, backfill, and compact material to provide full passive soil resistance to all surfaces of the tube and soil plate. b. Drive the steel tube and soil plate as a single unit using a dummy timber roost to present damage to the breakaway post. 7_ END DELINEATOR: Mount retroretlectire sheeting to the approach face of the Buffer End Unit in accordance uith Specifications 536 and 967. Square Steel Tube / Square Steel Tube (8x21/2x24x%") Trans. Cable Stud 14 ou nt Steel Plate to Steel Tube '/0 M Square Steel Tube, Steel Plate, & 1 /E' 0 Cable Stud Hole ELEVATION PLAN Bolt Hole Steel Tube Foundation %" Bolt Hole Steel Tube F0undatl nn Steel Plate (2y"x2y°xr/,') TRANSVERSE CABLE STUD MOUNT END TREATMENT - CONTROLLED RELEASE TERMINAL (CRT) SYSTEM LAST REVISION 11/01/19 2 DESCRIPTION' FY 2022-23 FDOT STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 11 of 24 Principle Roadway (Typ.) Omit Bolt (See Note 5) P ane VV-Bean, Panel Begin/End CPT 8 Ft. R. Sta. General Guardrail 4, Standard - Post & Offset Blow 61 Min. Clear Area Limits L = 25-0" Mirlsnan Panel Splice (Typ.) CRT Post @ E-3" Sp. (Tjr( (5 Rego') 8 FOOT RADIUS CRT SYSTEM PLAN VIEW Match Line (CRT System Plan len') CRT Post Face of Guardrail CST Eno' Treatment & Begin/End Guardrail Sta. Match Line (CRT System Plan View) CRT Post CRT End Treatment Assembly (See Sheet 11) CONTINUING OPTION END TREATMENT OPTION CONNECTING DETAIL NOTES: VV-Beam Panel Begin/End CRT 16 Ft. R. 5ta. General Guardrail Midspan Panel Splice (Typ.) CRT Post r-11 6'-3" Sp. (TM) (6 Regd.) 16 FOOT RADIUS CRT SYSTEM PLAN VIEW CRT SYSTEM SUMMARY TABLE: 9'-4 VV-Beam Panel 14i ds,pan Panel Splice (Typ.) CRT Post g, 6'-3" Sp (Typ.) (8 Read.) 24 FOOT RADIUS CRT SYSTEM PLAN VIEW RETURN RADIUS (FT.) LENGTH OF SHOP -BENT PANEL(S) (ET.) QUANTITY OF CRT POSTS AREA CLEAR OF HAZARDS 'L' x 'W' (FT.) 8 12.5 5 25 x ,5 16 25.0 6 30x 15 24 37.5 8 40 x 20 32 50.0 10 50 x 20 1 INSTALLATION: Construct the specified radius layout and Connecting Detail option as shown In the plans. 2 14(N- CLEAR AREA: Keep the area behind the CRT tree of fixed objects and aboveground hazards within the Min- Clear Area limits shown. Maintain a slope not steeper than 1:10 for a minimum 2' behind the posts, and maintain a slope not steeper than 1:2 beyond 2' from the posts. 3 APPROACH GRADING: 14aintain grading o, the roadway -i de of the guardrail face at a maximum slope of 1:10. 4, 1VATERIALS, For CRT Posts, use Timber Post material in accordance with Specification 967 Use steel ,panels and hardware in accordance with Specification 967. 5. BOLT OMISSION: For the 8 Foot ,Radius CRT System only, do not place a panel -to -,post mount bolt at the center- CPT Post (omit the h;' Button -Head Solt only at the location shown). 6. SHOP -BENT PANELS: Install Shop -Bent panels) where indicated using 12'-0" or 25-0" VV-Beam Panels. Splice at post locations within the CRT radius using the General configuration of )" 0 Button -Heap' Bolts (8 rego'per splice). 7. GENERAL GUARDRAIL: General Guardrail typically includes Panels and Pest Spacing as shorn on Sheet 2, including ,parallel and tapered segments. Approach Transitions, Ldvi-speed Guardrail, or Reduced Post spacing Guardrail segments may be substituted for the General Guardrail shown herein if indicated in the ,plans. Beglw5,0 GRr i� 24 Ft. R. Sta. General Guardrail y 6" Nom. CRT POST ELEVATION (6"x8" Nom. Timber) Bcrl 9'-4'/" 32 Ft.ln/61 R.0 SG.4Tta. VV-Beam Panel General Guardrail Standard Post & Of!SOL Block Min. Clear Area Limits L = 50'-0' MElspan Panel Splice (Typ.( CRT Post @ 6'-3" Sp. (Typ.) (10 Regd.) Finish Grade 32 FOOT RADIUS CRT SYSTEM PLAN VIEW Face of Guardrail 1:10 1%a 2" Misc. Asphalt Pa,t. f) IAy-Bean, Panel & s/)' 0 x 10" Button -Head Bolt l7� CRT Post CRT INSTALLED SECTION LAYOUT FOR CONTROLLED RELEASE TERMINAL (CRT) SYSTEMS - SIDE ROADS AND DRIVEWAYS LAST REVISION 11/01/19 2 0 DESCRIPTION' FY 2022-23 F D STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 12 of 24 TL-3 Apprh. Trans. & Begin/End Guardrail Sta. spree Rectangular Washer (Over Panel Face) Rigid Barrier (Typ.) (12 P.epdJ (Single -Slope Thrie-Bean, Shape Shown) , Terminal Connector Begin/End Rigid Barrier Sta. 'LA Length of Approach Transition = 30'-75' (TL-3) Direction of Traffic 126' Thrie-Beam Panel (Nested) 6-3" Thrie-Beam Transition Panel 12-6" IN -Beam Panel (Nested) General Guardrail 7%" (12 Gauge) 11ZA fp Button -Head Bolts / (Post INou nt) (Typ) Thrie-Beam Offset Block With 16' Height (TypJ (See Note 6) uV-Bean, (10 cadge) Offset Block (TypJ (12 Gauge) Or Approach Terminal Assembly (Per the Plans) • Rom! %" 0 x 16" s� Solice Holes .Hex -Head Bolts & %a" 0 x 2" ITyp.) (5 Regd.) Button -Head (See Sheet 17) Bolts (Ty,p.) Standard Post (Typ) SP TL-3 Apprh. Trans. & Begin/End Guardrail Sta. Rigid Barrier NOTES: Post Spacing Alignment Cur? 5 Sp. @ 1'-6y/a' Curb Top Curb Lip Curb Bottom Constant Slope (Varies by End Trans. Option) (Sec Note 4) 4 Sp. ,c 3'-11" End Trans. of Curb 2 Sp. CO 6'-3" Curb Liu and/or Finish Grade Elevation (Varies by End Transition Option) (See (Vote 4) 7711 I'll C Standard Post (Typ.) TL-3 APPROACH TRANSITION INSTALLED ELEVATION Parallel Guardrail (Offset Parallel to Traffic Lane) Edge of 2" I,lisc. Asphalt Pavt Offset Block (Typ) (See Note 6) 1 1 Back of Curb 1 FFF---Taper to Guardrail Offset Per the Plans r(If Required) (1:15 Max.) (See (Vote 3) L I 1 �1 Ba rrer h r ar si lion (5 2 gid B-,rrie- Rigid Idr. Line End T __Note 71 (See Note 5r Alignment Curd Face of Guardrail (See Note 61 9'-4/' Curb Transition 1. INSTALLATION: Construct the Approach Transition segment where indicated In the plans. For example Layouts showing the Approach Transition's fit among other guardrail segments, see Sheet 19. For existing bridge connection options, sec Indexes 536-002, 527-404, and 527-405. 2. SECTION VIE3,v5 & DETAILS: For cross sections and der,, Including the barrier n,o unting hardware, curb transition, adjacent grading, and installation dimensions, see Sheet 17. 3. GUARDRAIL TAPER: The connecting guardrail may require a different lateral offset if shown in the plans. At the location shown herein, taper the guardrail to the connecting guardrail offset. If the adjacent guardrail segment has the same offset as the Approach Transition segment, then no taper Is required. Curb Lip TL-3 APPROACH TRANSITION INSTALLED PLAN 4. END TRANSITION OF CURB OPTIONS: The Plan and Elevation views depict an example Curt Transition to Flush Shoulder trom Section D-D to E-E, but this transition may require a different shape depending on the End Transition option shown In the plans (Either a 'Shoulder Gutter Option', 'Raised Curb Option', or 'Flush Shoulder Option'). Sec Sheet 74 for additional curb options and Sheet 17 for curb shape details. 5. RIGID BARRIER END TRANSITION: Taper the Rigid Barrier toe as shown. See Concrete Barrier, Index 521-001, and Traffic Railing, Indexes 521-+22 and 521-42B, for details, 6. OFFSET BLOCKS: For Thrie-Beam post locations within the Length of Approach Transition segment, use the Timber Offset Blocks with 1'-6' height shown on Sheet 5_ For the nvldspan of the Thrie-Beam Transition Panel and for all other- IN -Beam locations shown herein, use the IIV-Beam Offset Blocks with 1'-2" height_ E Flush Shoulder (Shown) (For Curb Con action Options, See Noie 4) Direction of Traffic 7. OFFSET: The required offset difference between the Face of Guardrail and Rigid Barrier Shoulder Line is consi dared negligible and may not be sho vin in the guardrail offset callouts in the plans. 4 consistent guardrail offset deviation of up to 4 inches outside of the Rigid Barrier Shoulder Line is permitted over the length 'L4'. B. GENERAL GUARDRAIL: General Guardrail typically includes Panels and Post Spacing as shown on Sheet 2, including parallel and tapered segments. Approach Terminals, Low -Speed Guardrail, or Reduced Post Spacing Guardrail segments may be substituted for the General Guardrail shown herein if indicated in the plans. APPROACH TRANSITION CONNECTION TO RIGID BARRIER - GENERAL, TL-3 LAST REVISION 11/01/19 0 0 DESCRIPTION: FY 2022-23 F� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 13 of 24 'LA Length of Approach Transition = 3M-716' (TL-3) TL-3 Apprh. Trans. & Begin/End (Sec Note 3) Parallel Guardrail Tapering Guardrail (1:15 (lax.) Parallel Guardrail Guardrail Sta. 7/ 22'-124 Additional Offset Block (ry,o.l Edyc of 2" Misc. Part. (See Sheet 6, "Adjacent to Shoulder Gutter") Edge of 2' Misc. (If Applicable] _ O Asphalt Pavt. e _ — F Asphalt CN 10" (Min.) ! g g A � B D C r4 g z_ z_ z_ z z__ ti z z — — is Back al - _� Shldr. Gullet - Rigid Barrier Curb Lip Face of Guardrail Rigid 8,e: er = Shldr. Line N N - n A B DCurb Alignment Curb Let Taper F (Linear) Curb Transition Lip (Front of Saldr. curter) Shoulder- Gullet 1E6-I-'/6' 9'-4%" TL-3 APPROACH TRANSITION 'Direction of Traffic TL Ti Apprh Trans. h. CONNECTION 'LA' Length of A. caeh Transition = 30'-7e/ (TL-3) Appro.:. a' WITH 'SHOULDER GUTTER' - PLAN VIEW Begin/End Guardrail Sta. Z (See Note 3) Parallel Guardrail Tapering Guardrail (1:15 flax.) Parallel Guardrail 74" 28'-1-'/g" (See Sheet 6, "Adjacent to Cur.') Edge of 2" Misc. Asphalt Pavt. Edge of 2" Wise. ASphalt Rook Sack of curb b raper g g g g g ■ ■ ■ ■ ■ ■ ' ■ ■ ■ ■ / (Linear) ■ _ _■_■_■_■_■_■ ■ ■ r Rigid Barrier b Curb Lip Face of Guardrail Back of Curb N 8 Alignment Curb G Curb Transition Curb Lip (Front Of / Type F Curb) Typo F Curb 18'-1 /" 3-4 i" TL-3 APPROACH TRANSITIONDirection of Traffic NOTES: WITH 'TYPE F CURB' CONNECTION - PLAN VIEW 1. GENERAL: See the applicable notes and details on Sheet 13. 2. SECTION VIEWS & DETAILS: For cross sections and details, including the barrier mounting hardware curb transition, adjacent grading, and installation dimensions, see Sheet 17. 3. ELEVATION VIEW' For post and panel installation details elevation View on sheer 13. The curb APPROACH TRANSITION CONNECTION within'LA', see differ details will differ depending on curb option required. TO RIGID BARRIER - GENERAL, TL-3 CURB CONNECTIONS LAST REVISION 11/01/19 OZ DESCRIPTION: w FY 2022-23 F� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 14 of 24 TL-2 Apprh. Trans. & Begin/End Guardrail Sta. Splice Rectangular Washer (Over Panel Face) (Typ.) (12 Regd.) Rigid Barrier (Single -slope Thrie-Beam Shape Shmi ) Terminal Connector" Begin/End Rigid Barrier Sr. LA' Length of Approach Transition = 21-3%' (TL-2) Direction of Traffic 3'-1%" Ps, ie-Bean 6'-3" Thre-Beam Transition Panel 12'-6" IN -Beam Panel (Nested) LOV:-SmNee ail (1O Gauge) (19 Gauge) [v Button -Head Bolts f (Post Mount) (Typ.) %" 0 x 16" JCL Splice Hales Hex -Head Bolts & s/3" 0 x 2" (TVP.) (5 Regd.) Button -Head (See Sheet 17) Bolts (Typ.) Standard Post TL-2 Apprh. Trans. & Begin/End Guardrail Sta. Rigid Barrier Post Spacing Alignment Cure VI -Beam Offset Block Curb Top Curb Lip Curb Bottom 3 Sp. 13 -1,4" Begin Trans of Curb (12 Gauge) Constant slope (Varies by End Trans. Option) (See Nole 4) 2 Sp. Or Approach Terminal Assembly (Per the Plans) Curb Lip and/or Finish Grade Elevation aries dv End Transition Option) (See Note 4) TL-2 APPROACH TRANSITION INSTALLED ELEVATION Parallel Guardrail (Offset Parallel to Traffic Lane) Tao, to Guardrail Offset Per the Plans 7%" Edge of 2" Wise. Asphalt Pact. 1 Back of Curb 18'-9" 61 D Standard Post (Typ) (If Required) (170 14ax.) (See Note 3) Rigid Barrier - End Transition (See Note 5) Rigid Barrier- Alignment Curb Section S,hldr. Line (Soe Note 6) 9'-41/2" Curb Transition ('Flush Shoulder Option' Shown, see Note 4) Curb Lip TL-2 APPROACH TRANSITION INSTALLED PLAN Flush Shoulder (shown) (For Curb Connection Options, see Note 4) Direction of Traffic NOTES.' 1. INSTALLATION: Construct the Approach Transition segment where indicated in the plans. For example Layouts showing the Approach Transition's fit among other guardrail .segments, see Sheet 19. For existing bridge connection options, see Indexes 536-002, 521-404, and 521-405. 2. SECTION VIEWS & DETAILS: For cross sections and details, including the barrier mounting hardwarerurb transition, adjacent grading, and installation dimensions, see sheet 17. 3. GUARDRAIL TAPER: The connecting guardrail may require a different lateral offset if shown in the plans. At the location indicated herein, taper the guardrail to the corm Benny guardrail offset. If the adjacent guardrail segment has the same offset as Lhe Approach Transition segment, then no taper is required. 4. END TRANSITION OF CURB OPTIONS: The Plan and Elevation views depict an example Curb Transition to Flush Shoulder from Section D-D to E-E, but (his transition may require a different shape depending on the End Transition option shown in the plans (Either a 'Shoulder Gutter Option','Raised Curb Option', or 'Flush Shoulder Didion'). see Sheet 16 for additional curb options and Sheet 17 for curb shape details. 5. .RIGID BARRIER END TRANSITION: Taper Lhe Rigid Barrier toe as shovvn. See Concrete Barrier, Index 521-001, and Tr af(ic Railing, Indexes 521-422 and 521-428, fur details. 6. OFFSET: The required offset difference between the Face of Gu ,srdrail and Rigid Barrier Shoulder Line is considered negligible and may not be shown in the guardrail offset callouds in the plans. A consistent guardrail offset deviation of up to 4 inches outside of Lhe Rigid Barrier Shoulder Line is permi(Led aver the lengin'LA. 7. GENERAL GUARDRAIL: General Guardrail typically includes Panels and Post Spacing as shown on Sheet 2, including parallel and tapered segments. Approach Terminals, Low -Speed Guar oYai 1, or Reduced Post Spacing Guardrail segments may be substituted for the General Guardrail shovvn herein if indicated in Lhe plans. APPROACH TRANSITION ONNrJr oN TO RIGID BARRIER LCW- .. 'EEO, I L-2 LAST REVISION 11/01/19 2 DESCRIPTION: FY 2022-23 FDOT STANDARD PLANS GUARDRAIL INDEX 5):ELT 536-001 15 of 24 TL-2 approach Trans. & Begin/End Guardrail Sta. 'La Length o Approach Transition = 21'-3V," (TL-2) 7y N Rigid Barrier TL-2 Approach Trans & Begin/End Guardrail Sta. NOTES: (See Note 3) Parallel Guardrail 8'-9 AO'ditional Offset Block (Typ) Edge of 2' Nisc (It Applicable) Asphalt Pavt Back of Curb Curb Taper (Linear) Curb Lip Face of Guardrail Alignment Curb 8,- 9'/a° Curb Taper (Linear) Curb Transition 9m4/, F Tapering Guardrail (1 1O Max) Edge Of 2" Misc. Asphalt Pavt. Parallel Guardrail (Gee Sheet 6,"Adjacent to Shoulder Gutter"/ 10' (14in.) Back of Shldr_ Gutter - Rigid Barrier Shlo'r. Line Length of Approach T ansitiun — 21'-35, (TL-2) TL-2 APPROACH TRANSITION WITH 'SHOULDER GUTTER' CONNECTION - PLAN VIEW (See Note 3) Parallel Guardrail Tapering Guardrail (1:10 (Pax.) b Lip (Front of Shl o'r. Gutter) S,houla'er Gutter Direction of Traffic Parallel Guardrail 7, I 18'-9 Edge of 2" Wise. Asphalt Pavt. 171 Back of Curb Pt‘ Curb Taper - (Linear) (See Sheet Ca "Adjacent to Curb") Edge or 2" INisc. Asphalt Pavt. Rigid Barrier Curb Lip Face of Guardrail Back of Curb ry Alignment Curb 8'— 9''4" 1. GENERAL: See the applicable notes and details on Sheet 15. 2. SECTION VIEWS & DETAILS: For cross sections and details, including the barrier mounting hardware, curb transition, adjacent grading, and installation dimensions, see Sheet 17. 3. ELEVATION VIEW: For post and panel installation details within 'LA', see the elevation view on Sheet 15. The curb details will differ depending on curb option required. Curb Transition 9'-4'/' G TL-2 APPROACH TRANSITION WITH 'TYPE F CURB' CONNECTION - PLAN VIEW Type F Curb Curb Lip pti (Front of Tppe F Curb) Direction of Traffic APPROACH TRANSITION CONNECTION TO RIGID BARRIER - LOW -SPEED, TL-2 CURB CONNECTIONS LAST REVISION 11/01/19 2 0 DESCRIPTION: FY 2022-23 F� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 16 of 24 " 0 Bolt Holes (2 Repo't m rs/,;' 0 Bolt Hole (Ty,p.)(7 Regd.) ELEVATION 3" 10 Gauge Steel . � F PLAN "e2t/d" Post Bolt slot (T/p) (' Re-]d.) fy Terminal Connector & ,1, 0 Bolt Hole f j'x1 /' Splice Slot Rotated 50° (Typ.) (12 Regd.) THRIE-BEAM TERMINAL CONNECTOR DETAIL Thr'ie- Beam Panel Curb Shoulder Lip (1:10 INax.) Rigid Barrier iSingle-Slope Traffic Railing Shown, Con, ete Barrier Similar) Too of Cut I (1j p.) Back of Curb (Ty,o.) Align with Base Alignment Curb of Concrete Rigid Barrier SECTION B-B BEGIN ALIGNMENT CURB (Mate to Rigid Barrier) C IN -Beam Panel Curb Shoulder Lip (1.10 Max_) Flattened Alignment Curb (Terminating Section) 2' Iwisc. Asphalt Ravi. (1: 10 l'i ax.) SECTION E-E END TRANSITION FLUSH SHOULDER OPTION CLj"0x 16" Hex -Head Bolts & 1" 0 Holes Sp. @ 3,1/4c" (See General Note 5) (5 Rego'.) Thric-Beam Terminal Connector" Rigid Barrier (Single -Slope TrafficRailing Shown, Concrete Barrier Similar) Back Plate (21' ,12"x1") See 'NOTE Filler Plate B"x8"x1 rz") (Omit for" Barriors with a Flat Back Face) SECTION A -A RIGID BARRIER TERMINAL CONNECTOR MOUNT "NOTE: For locations nitbit 4'-0" of a sidewalk or shared use path, trim bolts down to rvilhin %" of tighlend nut Deform, exposed Eh, eads. File down sharp edges and burrs. Thrie- Beam Panel Curb Shoulder- Lip (1:10 Ili ax) Alignment Curb SECTION C-C ALIGNMENT CURB (Intermediate) 3 I;V-Beam Panel Curb Shoulder Lip (1.10 Max) Shoulder Gutter Offset Block (1'-6' Height Block for General, TL-3 approach Trans , hu Sr Dash 2" Misc. Asphalt Pavt. (1:10 I'4ax.) A0'dltlonal Offset Block 2" I'4isc. Asphalt Pavt. (1.10 Max.) 1' (Single -Slope) 2f° (F-Shape) SECTION F-F END TRANSITION SHOULDER GUTTER OPTION CURB TYPICAL SECTIONS BACK PLATE Match Slope of Adjoining Traffic Palling Face 2 ^- 1 /" Steel FILLER PLATE R = %j (Typi (Top Corners) Single -Slope Barrier, 2'-1" Concrete ISee Note 4j F-Shape Barrier ALIGNMENT CURB SECTION W-Beam Panel Curb Shoulder Lip (1:10 Max.) Alignment Curb Ott set Block (Typ) 2" INir. Asphalt Pavt. (1:10 IIAax ) SECTION D-D BEGIN TRANSITION (End Alignment Curb) 1 W-Hearn Panel Shnulde (1:10 Max.) Curb Lip Raised Curb (Type F 5hor, n) SECTION G-G END TRANSITION RAISED CURB OPTION 2" I'1i5C. Asphalt Pavt. (1:10 Max) Alignment Curb Begin Transition (Section D-D1 FLUSH SHOULDER OPTION Begin Transition (Section D-Di Begin Transition (Section D-D1 SHOULDER GUTTER OPTION RAISED CURB OPTION ^'J End Face End Transition (section E-E) Shoulder- Gutter Cross Section Et,1 Transition (Section F-F) F" for F-Shape Barrier Raised Curb Cross Sort ion (Type F Shp v, n) End Transition (Section G-G) CURB TRANSITION ISOMETRIC VIEWS NOTES: 1. PLAN AND ELEVATION VIEWS. Work with Sheets 13 that 16. 2. END TRANSITION OF CURB OPTION: Install one of the three End Transition types shown per Section E-E as indicated by the plans. 3. GRADING BEHIND POSTS: Place Slope Break a Min. 2'-0" behind the post, per Sheet 6. 4. MATERIALS & CONSTRUCTION: Construct the concrete .Iligniny Curb and Curb transition in accordance with Specification 520. Use steel Plates and Thrie-Beam Terminal Connectors in arcoroan_e with Specification 967. APPROACH TRANSITION CONNECTION - DETAILS LAST REVISION 11/01/20 2 0 DESCRIPTION: FY 2022-23 F� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 17 of 24 Approach Trans. & Begin/End Double a- 4 splice Fared Guardrail Sta. Begin/End Rigid Barrier Sta. 'LA' Lenylh of Approach Transition = 30'-7/" 25'-0" Thrie-Beam Panel (12 Gauge) 4 splice Holes &%"0 x 14" Button -Head Bolts (Typ.) 2'-6" Thrie-Beam Panel [Approach side Only) 6-3" Thrie-Beam 7-r01151tl0rt 12'-6" Vi-Beam Panel (Nested) Double Faced General Guardrail Hex -Head Bolts [Barrier INount) (Ty,o.) ti Offset Block (12 Gauge) (Nested with 25'-0" Parcel) Hex -Head Bolts I✓ (Post Mount) (TVp.) (10 Gauge) IN -Beam Offset Block (12 Gauge) 0r End Treatment (Per the Plans) Tc ' o •— a _ Ate. - r Connector —y .... 1 2" Mist Asphalt Pavt. %" 0 x 15" Rigid Barrier Barrier End Trans. Hex -Head Bolts (Median (Tapered Too) j Tv,o.) (5 Regd.) Barrier Shovr n, (See Note 2) Traffic ,Railing Similar) Ri qid Barr i rr (Median Barrier Shown Traffic Railing Similar) Standard Post (Ty p.)� Post Spacing 5 Sp. - 1'-6-'/q' 4 Sp. 2 5p. MO 6'-3" Offse[ Block (Typ.) G TL-3 DOUBLE FACED APPROACH TRANSITION INSTALLED ELEVATION Guardrail Offset Parallel [o Traffic Lane - 27'-hVe Taper to Guardrail Offset Per the Plans Standard Offset Post (Typ.) Block (Typ.) Edge of 2'' Misr. / Asphalt Pavt. Face of Direction of Traffic Guardrail (1L .Required) (1:15 Ivlax.) (See Note 1) MINIM Direction of Traffic NOTES: 1. INSTALLATION: Construct the Approach Transition segment where indicated In the plans. The required offset of the connecting adjacent guardrail is shown in the plans. The Layout given on Sheet 20 provides basic scheme for nne 5 ons to adjacent guardrail, where a t..r ner to a differing guardrail offset may be required. If the adjacent guardrail has the same offset -s the Approach Transition segment, then no taper rs required.. 2. THRIE-BEAM TERMINAL CONNECTOR: See Sheet 17 for Details. The installed bolt's threaded portion Is not o muted to extend beyond 9�" from the face of the nut: trim the threaded portion as needed and galvanize in accordance with Specification 562. 3. GENERAL GUARDRAIL: General Guardrail typically includes Panels and Post Spacing as shorn on Sheet 2, including parallel and tapered segments. End Treatments or Reduced Post Spacing Guardrail segments may be su bstitutc1 for the General Guardrail shown herein if indicated in the plans. FI G TYPE F-F SECTION 5" / ra' TYPE G-G SECTION TRIMMED STD. OFFSET BLOCKS TIMBER POST ALIGNMENT WIDTH Edge of 2" Misc. Face of Asphalt Pavt. Ciu arnrail TL-3 DOUBLE FACED APPROACH TRANSITION INSTALLED PLAN 4 4/" r--1 r---1 Button -Head Bolts TYPE F-F SECTION v TYPE G-G SECTION TRIMMED STD. OFFSET BLOCKS STEEL POST ALIGNMENT WIDTH 10 " 0 x 24" Thrie-Beam Panel (Trailing Side) Median Rigid Barrier 2" Misc. Asnhall Concrete Type F-F Trimmed Std. Offset Block (Typ) L %"0x 26' (Timber- Posts) or 24" (Steel Posts) Button -Head Bolts Thrie-Beam Nested Panel Thrie-Beam (Trailing Panel Side) (Approach Side) Median Rigid Barrier SECTION F-F Type G-G Trimmed Std. Offset Block (Top.) (Use Timber Post or Steel Post Alignment Width as Regd) SECTION G-G Nested Thrie-Beam Panel (Approach Side) Barrier End Transition (Top.) (Each Face) APPROACH TRANSITION CONNECTION TO RIGID BARRIER WITH DOUBLE FACED GUARDRAIL LAST REVISION 11/01/19 5 0 DESCRIPTION: FAT FY 2022-23 STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 18 of 24 Direction of Traffic Direction of Traffic Begin/End Rigid Barrier Sta. — Rigid Barrier J Edge el Traffic Lane (With I'yedian) (2-11Vay, No Median) Begin/ End Guardrail Sia. 'LA' Length of Approach Transition General (or Low -Speed) Guardrail Segment Per the Plans (If Required) 'LE Length of End Treatment _Shoulder Line (See Note 2) Liao, Shoulder- Line Tape Face of Guardrail Rrgrd Barrier _� Approach Trans. Begin/End id id Taper Segment P g Aoproadn & Begin/End Ta,oer Sta. � (If Applicable) Begin/End Terminal J Guardrail Sta. Taper- Sta. TYPE A APPROACH TO RIGID BARRIER - PLAN VIEW MEDIAN OR OUTSIDE SHOULDERS (Mirror Horiz. and/or Vert. for Opposite Direction and/or Side of Road) Edge of Traffic Lane Direction of Traffic Begin/Eno' Rigid Barrier Sta. Rigid Barrier J Begin/End Taper Sta. 'LA' Length of Approach Transition Crossover Segment Per the Plans Begin/End Double Faced Gu ardrarl Sta. Std. Guardrail Trans. To Crash Cushion Shoulder- Line Shoulder Line (If Applicable) (See Index 544-001) ididH id® H id Rigid ® Match Line Linear 7- Barrier- Slope Flared End Unit (See Note 6) Apprh. Trans. et Face of Guardrail End Treatment (option 11 Begin/End Face or Guardrail Guard (See & Begin/End Taper Sta. C.C. Note 8) Double Faced' Guardrail Sta. End Double Faced Panels Read. LLD' Length of Double Faced Guardrail Panels Rigid Media? Begin/End Begin/End Double 9, Taper Sta Faced Guardrail 5ta. Barrier - 14„ 3- Taper Segment 'LE' Length of End Treatment Shoulder Line Direction of rrarricr-----___ (Double Faced) TYPE 6 APPROACH TO RIGID BARRIER - PLAN VIEW L CROSSOVER GUARDRAIL FOR MEDIAN SHOULDERS ONLY Match Line H Face of W-Beam Bridge Abutment 3'-0" 5-6' DUAL BRIDGE APPROACH CONFIGURATION End Treatment (option 21 —,..„ (Mirror Horiz. and Vert. for Opposite Direction) NOTES: 0 Panel & 6" ," Pl Button- 1. INSTALLATION: The Plan Views shown are schematic only, shovuing example geometry for connecting 6. LENGTH OF DOUBLE FACED GUARDRAIL PANELS,'LD' (FOR TYPE B APPROACH): Faced Fa ApproachDouble TeF, al J Terminate the Double Slope Break (Berm) Head Bolt guardrail segments including taper locations and Double Faced Guardrail requirements as applicable. Faced Guardrail panels as shown (based upon the 30` line measured from the ,hazard on the opposite Work this Sheet the for Begin/End Begin/End Rigid the Extend the longer than the dimension LLD' for the with plans, where stationing and offsets Guardrail, side of median). panel segment as needed Median Barrier, and Begin/End Taper are sped tied. For existing bridge layouts, see Index 536-002, 521-404, Panel's end Bolt Slot to align with a post Bolt hole. N and 521-405. Install a Flared End Unit where shown, as defined on Sheet 9. Std. Pos & 2" Misc. Asphalt 2. GENERAL (OR LOW SPEED) GUORDRAIL SEGMENT: Const-het this segment if show, in the plans. For the Offset Block Ravi. (1:10 Max.) case rrhere this s g'rent's offset differs from the Approach Transition offset, linearly taper the 7. END TREATMENT OPTIONS (FOR TYPE 8 & C APPROACH): For Double Faced applications use either' a guardrail between the Begin/End Taper SLdL%o- s and offsets as specified in the plans. Double Faced Approach Terminal Assembly per Sheet 8 or a Crash Cushion per Index 544-001. For either option, meet the 1:10 adjacerit grading requirements for Approach Terminals as Shown on Sheet For Lhe shortest length case of a direct connection between Lhe End Treatment and the Approach 8. SECTION H-H Transition, this segment may be omitted as shown in the plans. BRIDGE ABUTMENT 8. SLOPE GUARD: Where indicated in the plans, install a Guardrail segment between bridge approaches sI fit sd' bolt f the 'LA`. Install the applicable Approach Transition as shown per and offset from the brid e abutment's Slope Break as show nenstallt posts g p slots o SLOPE GUARD 3. LENGTH 13F APPROACHhru ere called calleu fur in the plans. panel system Use post spair nr of either 3 1W or b / between (Between Bridges) barriers. The sysM0 may also be lengthened to fir b/ installing two Rounded End Units as defined on 4. LENGTH OF END TREATMENT 'LE: Install tee Approach Terminal End Treatment as shown ,per Sheet 7 Sheet 9. or 8, where called for in the plans. Use the corresponding APL drawings for construction details. 5. GROSS5/ER GUARDRAIL (FOR TYRE B APPROACH): Install the Crdss r r Segment tapering linearly rro„ LAYOUT TO RIGID BARRIER - the Begin Taper Sta. and offset to the End Ta,oer Sta. and off Sei OS sr0errrred r true plans. APPROACH ENDS LAST REVISION 11/01/19 OZ DESCRIPTION: w FY 2022-23 F� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 19 of 24 Direction of Traffic Edge of Traffic Lane Begin/End Rigid Barrier Sta. Rigid Barrier Rigid 'LA' Length of Approach Transition Face of Guardrail Linear- raper General fur Low -Speed) Guardrail Segment Per the Plans (If Required) Shoulder Line Begin/End Double Faced 6.i-drail Sta. Std. Guardrail Trans. To Crash Cushion (If Applicable) (See Index 544-001) Ap("h. Trans. & Begin/End Double Faced Guardrail Sta. NOTES: eegin/End Taper 5ta. Direction of Traffic 1 See the applicable (Votes on Sheet 19. Taper Segment (If Applicable) Begin/End Taper Sta. Fare of Guardrail TYPE C APPROACH TO RIGID BARRIER - DOUBLE FACED GUARDRAIL PLAN VIEW - MEDIAN SHOULDERS ONLY (Mirror Horiz. and Vert. for Opposite Direction) 6lat h Line End Treatroent (Option ]) Typical Section C.C. Begin/End Double Faced Guardrail Sta. 'LE' Length of End Treatment (If Applicable) (see Sheet 6) 1113trh End Treatment (Option 2) (Double Faced) Double Faced Approach Terminal LAYOUT TO RIGID BARRIER - APPROACH ENDS WITH DOUBLE FACED GUARDRAIL Direction of Traffic Edge of Traffic Lane Begin/End Rigid Barrier Sta. Rigid Barrier Begin/61 Guardrail Sta. General (or Low -Speed) Guardrail Segment Per the Plans (If Required) 'LT' Rigid Ba rrrer Trailing Trans. & Begin/End Guardrail Sta. NOTES: Begi n/End Taper" Sta. Taper Segment IIf Applicable) Begin/End Taper Sta. TYPE D TRAILING CONNECTION FROM RIGID BARRIER PLAN VIEW - MEDIAN OR OUTSIDE SHOULDER (Mirror Horiz. and/or Vert. tor Opposite Direction and/or Side of Road) 7. See the applicable Notes on Sheet 19. 2. LENGTH OF TRAILING ANCHORAGE, 'LT': Install the Trailing Anchorage as shown on Sheet 9, whore called tor in the plans. 3. THRIE-BEAIN TERMINAL CONNECTOR: Install connector and bolts as shown on Sheet 17. 4. RIGID BARRIER SINGLE SLOPE END FACE: Sec Concrete Barrier- (Nall, Index 521-001, and Traffic Railing, Indexes 521-422 and 521-423, for details Tr Anchorage Trailing Anchorage (Flared End Udit Shown, Round End Nnii Similar) Rigid Barrier (Single -Slope Shane Shown) Thrie-Beam erminal Connector Trailing Trans. Begin/End Guardrail Sta. Direction of Traffic 6'-3" Thric-Bean, Transition Panel General Guardrail //4" 'LC' Length of Trailing Connection Edge of Rigid Barrier %" 0 x 15"Splice Holes Hex -Head Bolts & 0' 0 x l j' (5 Re51. (Ty,u.) Button -Head (See Note 3) Bolts (Tpp.) Standard Post (Ty,o.)s'I T�\ 2" I4isc. Asphalt Concrete TRAILING END TRANSITION CONNECTION TO RIGID BARRIER -INSTALLED ELEVATION LAYOUT TO RIGID BARRIER - TRAILING ENDS LAST REVISION 11/01/19 2 0 DESCRIPTION: FY 2022-23 F� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 20 of 24 Pa rel 12'-5%" 5-11X" x'%s' Splice Rect. Slot (Typ.) C6x8.2 Steel Channel �� 2"x'%E' Post Bolt Peet - Slot (Tpp_) PANEL ELEVATION %," Space (Typ) Standard Post (Typ.) (At General 6' SPJ %" O Button - Head Bolt (Typ.) '%s'x'ys' Splice Bolt Hole (Typ) i Panel P Splice Bolt Holes and Slots 4 Panel & Post Slots Direction of Traffic Face Roadway Panel Splice Plate (Tpp) (Back Face Of Panel) (Between Panel & Pest) INSTALLED ELEVATION 13'-1" "0x 2" Hex -Head Bolt (T/p.) (4 Regd. Per Splice) CHANNEL SECTION RUB RAIL 3. 2 7 %" Sleeve Section 10 Gauge Steel Plate See Detail "A" /" Splice Bu!L Hole (Typ.) )) "xxy" Post Bolt Hole (Typ.) PANEL ELEVATION See Detail "3' PANEL PLAN Standard Post (Ty p.) (At General 6-3' Sp.) %" 0 Button- Panel Head Bolt (Typ_) INSTALLED ELEVATION Rub Rail Standard Post (1" pJ End Rub Rail (See Note 4) %"0xl/' Button -Head BOIL (TYR) (2 Requ'. Per Splice) C6x5.2 Steel Channel SECTION A -A (Panel Typical) Splice Belt Holes and Slots Panel 6 Post 51 ots Splice Bolt Hole (T/p.) h" Steel Plate 2"x''/ Splice Pert. Slot (Typ.) 2"x'%;;' Post Bolt Rect. Slot (Typ.) SPLICE PLATE ELEVATION Direction of Traffic BENT -PLATE PANEL RUB RAIL Approach Tel General Guardrail Face of Guardrail Length or End Treatment 'LE' Direction of Traffic RUB RAIL TERMINATION - SCHEMATIC PLAN VIEW Panel SECTION B-B (Panel Sleeve End) R_4" ( ) (Typ.) J / 10 Gaugc Steel Plate SECTION C-C (Panel Typical) DETAIL "A" DETAIL "B" (Sleeve Transition Elevation) (Sleeve Transition Plan) 10 Gaugc Steel Plate NOTES: 1. GENERAL: Install Rub Rail where called for in the plans. Position ds shown oo Sheet 6 unless otherwise shown in the plans. Install the backs of Rub Rail panels flush against Standard Posts. Either of the Channel Section or Bent -Plate Panel Rub Rail options may be used (consistent type ,per project). VIlhere Double Sided Rub Rail is called for, thread the Button -Head Bolt through the Post Bolt Hole(s) and the panels on either side, and tighten the not against the face of the panel farthest from adjacent traffic lanes. Trim the bolt's threaded portion in accordance with Note 4 on Sheet 5. 2_ MOUNTING HEIGHT: INount to the Standard Post' 5 Rub Rail Bolt Hole as defined on Sheet 5. 3. MATERIALS: Use steel con'rponents in accordance with Speciti ration 967. 4. END RUB RAIL: For Single Sided Rub Rail, terminate the run of Rub Rail by bending the ,barrel behind the post and securing in ,blare (as shown)_ For Double Sided Rub Rail, terminate the runs of Rub Rail on their respective front face of the ,post and secure with the typical Button -Head belt, RUB RAIL DETAILS LAST REVISION 11/01/19 2 0 DESCRIPTION. FDCIT STANDARD PLANS FY 2022-23 GUARDRAIL INDEX 536-001 SHEET 21 of 24 General Pipe Rail 6-3' Pipe Rail Eno' Segment See "Mount See "Mount Section Detail" Elev. Detail" Face of Guardrail (Typ.) Offset Block Steel Post GENERAL PIPE RAIL SECTION /' Galvanized Steel Plato �4" Bolt Hole %' 0 Bolt Hole //" I` 2" NPS Pipe Rail VV-Beam Panel (Thric-Beam Pane! Similar) Mount Bracket (Post Bolt Space) Sr000ht Pipe Send (R=4" II/ o) y"0x 3%" Hex -Head Bolts End Fixture Steel Post PIPE RAIL INSTALLED ELEVATION (End Segment Shown) 2" NPS Pipe Rail Steel Post y,'nx37' Hex -Mead Bolts Begin/End Pipe Rail Sta. Post Bolt of � Terminal Post End Fixn, e "0 x7" Hex -Head Bolt Terminal Post (Tir'nber Post Shown, Steel Post Similar) Timber Post Face of Guardrail bunt Bracket Steel Post PIPE RAIL INSTALLED PLAN END AT TIMBER POST OPTION 2" NPS Pipe Rail fy Pipc, /1'0x 31/2" Hex -Head Bolt & 0 Bolt Holes 2" NPS Pipe Rail Mount Bracket fL 7' 0 x 2" Hex -Head Bolt & 9," 0 Bolt Hole, Steel Post Flange MOUNT SECTION DETAIL fL Post& F" 0 x7" Hex -Head Bolt Steel Post W 0 x2" Hex -Head BOIL End F xture ELEVATION Face of Guardrail �r 0 Bolt Hole SECTION MOUNT BRACKET DETAIL PIPE RAIL INSTALLED PLAN END AT STEEL POST OPTION 1/ 1/," N P 5 5"0 Bolt Holes ELEVATION 7, Galvanized Steel Plate Steel Plate & /%" NPS 1%z' NPS -X" 0 Bolt Hole ,Tvo.) Li Steel Plate & 1''/ NPS SECTION END FIXTURE DETAIL NPS 7 0 Bolt Hole 2" NPS Pipe Pail Mount Bracket Steel Post Flang i/. PLAN 7' 0 x 3Y" Hex -Head BOIL %'0 x 2" Hex -Head Bolt MOUNT ELEVATION DETAIL (Back View - Mirrored) 55 fg Steel Plate & .4" 0 Bolt Hole MOUNT ISOMETRIC CUT -AWAY NOTES: 7. GENERAL: Install General Pipe Rail Where indicated In the ,plans or when existimp sidewalks or shared use paths e lorated less than 4'-0" from the back of Steel Posts as shown on Sheet 6. 2. PIPE RAIL END SEGMENTS: Place End Segments on both ends of General Pipe Rail rums, with End Fixtures mounied Er, Ter mi nal Posts located outside of Approach Terminal Assembly ('LE'), Trailing Anchorage Assembly ('LT'), and Approach Transition ('LA') segments. 3. MATERIALS: Use steel brackets, fixtures, and ,pipes in accordance with Specification 967. 4. RAIL SPLICES: Install Rail Splices to join pieces of 2" NPS Pi,ue Rail into a continuous systeIT_ Place sphres as ceded, at a spacing of 16'-0" or greater. Orient the head of bolt on the top of the pipe. Pipe RaN Gap (y/' Max.) 1'/ NPS Splice Pipe (Inside of Pipe Rail) (Splice Pipe) RAIL SPLICE DETAIL PEDESTRIAN SAFETY TREATMENT - PIPE RAIL LAST REVISION 11/01/19 2 0 DESCRIPTION: FDCIT STANDARD PLANS FY 2022-23 GUARDRAIL INDEX 536-001 SHEET 22 of 24 Steel Section (W6X8.5 or W6X9) J 6 Post Plate /' 0 Bolt Hole (Typ_) (12 Rego') %' O Bolt Hole (Ty p.) (4 Regd.) Post Plate Steel Base Plate (12"x12'x l/") ISOMETRIC VIEW 1 ''O Bolt HoleT 'q' 0 Rub Rail Bolt Hole (If Regd.)pie (Typ.) 1V" (Typ.) Bolt Holes Steel Section ELEVATION Steel Base Plate SPECIAL STEEL POST 4dhesive- eooded Anchor Bolts (Typ.) (4 Regd.) (See Note 3) Special Steel Post 1%" (Ty p.) 'cli t(T5/. slime' Nu v v 2' 0 Recess) General Post Spacing Steel Section Steel Ease Plate Top of Concrete Structure re INSTALLED SECTION (Option 2, Special Post) Std'. Post & Offset Block (Ty p) Additional Offset Block(s) (1f Needed) (3 Blocks Max.)--,_ Permitted Range of Post Placement fp Base Plate & Structure Li Edge Conflict (See Note 2) ± yI Span (See Mote 2) E 'fie of Concrete Stu ttu e Limit of Bolt Hole Placement (Typ.) 2 Face of Guardrail General Post Spacing INSTALLED PLAN EXAMPLE (Curb Inlet Top Type 2 Shown) STRUCTURE MOUNTING NOTES: 1. INSTALLATION: INherr the construction of Guardrail at the required post ',pacing results in ,post(') located atop culverts, 'lets pier tootirgsi nr rn rete structures, a 5pxial Steel Past fray he substituted for a Standard Post. Install where shown in the plans and/or as -needed, in accordance with Specification 536. 2 EDGE CONFLICT: When a required post location causes an Edge Conflict with the structure, where the Steel Base Plate 15 not located entirely on the structure at least 3'' from the Edge of Concrete, the longitudinal ,post location map be altered by up to 1'-6s/G' (quarter Span) from the original required spacing location to prevent the Edge Conflict. With the post location adjusted, use a Sid. Post mounted in soil (Option 1) or a Special Steel Post with its ease Plate mounted entirely on the structure (Option 2). INaintain the original required spacing locations upstream and downstreanh of the strucWre. 3. BASE PLATE (MOUNT: Install Special Steel Posts as shown using steel Adhesive -Bonded Anchor Bolts in accordance with Specification 536. Use jy" Hex -Hear) Bolts for structure, less than 9 deep as defied in the Specification. 4. PANEL MOUNT TO ADJUSTED POST: Punch additional s/4'x2h" Post Bolt Sloths) in the W-Beam or Three -Beam Panel only where needed to mount the panel to a post in an adjusted location. Meer the Panel Poor Bolt Slots requirements of Specification 536 5. MATERIALS: Use steel base plates In accordance with Specification 536. SPECIAL STEEL POST FOR CONCRETE STRUCTURE MOUNT Reduced -Length Standard Post (Timber Shown) (See (Vote 2) 2 Misc. Asphalt Pavt. (/f Applicable) Concrete Foundation (Square or Round) Post & Foundation (Transverse Longitudinal) INSTALLED SECTION NOTES: 1. INSTALLATION: When the construction of Guardrail at the required post spacing resultsr t() cord r g r to g underground tlit s or other undergrourwl obstructions, an Encased Post may be used where a 2 0 depth ii ill avoid the conflict Install where shovrn in the plans and/id as needed, in accordance with S,peci(icaL on 536. 2 REDUCED -LENGTH STANDARD POST: Use a Standard Post with reduced Length such that the Panel Height'H' is maintained while the post bottom terminates 3" from the bottom of the Concrete Foundation. Typically 111E Post Length L s 4 7" Gor W Beam Guardrail 3. FOUNDATION. Use non -reinforced Class N5 Concrete ''arena' in accordance with Specification 347. After casting the concrete, ensure the surrounding soil material is completely backfilled and tamped to provide full passive resistance. 4 LIINIT: Encased Posts are not permitted for inch, e than 3 consecutive poses. ENCASED POST FOR SHALLOW MOUNT ish Grnade Standard Post (steel only) Flowable Fill (4"±) ) (See Note 2) Concrete (8" Max I (TyP) fg Post INSTALLED SECTION 7%" tone ele 18 Itlax.) (T p. ,losable F:II (See Note 2) INSTALLED PLAN NOTES: 1 INSTALLATION When the construction of Guar at ail at the l eyui -d post spacing re sults in post(s) placed within a concrete sun face (typically a sidewalk) use a F angrble Leave Out around the post base as shown. Install where shown in the plan and/or as needed, In accordance with Specification 536. (4 Post & Use Standard steel posts. Timber posts Flowable Fill are not permitted for frangible leave -outs. Face of Gc aroma' For the r e ra l 7 6" x I 6 Leave Out. smoothly cut the existing concrete surface or for rwc o the square shape when an application has new sin rounding concrete. Ensure Flowable Fill surface is smooth and even with the adjacent concrete surface. 2, WATER/ALS. Use Non-Excavatable Flowable Fill in accordance vrith Specification 121, not to exceed 150 psi. FRANGIBLE LEAVE -OUT FOR CONCRETE SURFACE MOUNT LAST REVISION 11/01/19 2 0 DESCRIPTION: STA FY 2022-23 NDARD PLANS GUARDRAIL INDEX SiiEET 536-001 23 of 24 NOTES: 7. INSTALL4TION- Install Barrier er Delineators as shownn the Specifications 536 Bra tier Delineator diyar''' Barrier 1 Dclidearor- 1/s 4 1-, XI Y„ Length 'L' accordance with plans, with and 705 and with the m f--t er' d_,g a., approved on the 4PL 2 MATERIALS: Use of theand type defined for�1111111��111111�II�11111�III�111�II�11 Barrier Delineators Specification 99�. 3. COLOR: Use either white or yellow retroreflective sheeting to worth the color of the nearest lanes edgehne. 4. I905 T LOCATIONS: Mount Barrier Delineators Prop posts - sham), starting with Post (31 of Approach Terminals and incrementally increasing towards the downstream II . ELEVATION OPTION ELEVATION 1 OPTION R 7 2 PROFILE (Option 1 Shown) spacing direction. Install the Barrier Delineators at the following spacing: s1 = 25' x 1 Space STEEL POSTS TIMBER POSTS BUTTON -HEAD BOLT 14" 1 '" s2 = 50' x 1 space 53 = 75' x 1 Space MOUNT LOCATION - ISOMETRIC VIEWS "lip" %v° %^ h%o" 54 = 100 for the Remaining Run Additionally, lac - Barrier Delineator on Post (21 Approach SI = 25-0" Cont. Spacing 52, 53, 54 e i�` 1 0 Recess of the Trailing Anchorage or on the post nearest Terminal theRigid Barrier. Impact 5. MEDIAN GUARDRAIL Install retrorerlective sheeting on Head (�:—_ ' (23 (3)' [� Barrier Delineator M Fl 11 Fl is Ba tier Delineator -- l•J` =ter �> /,;' Depth (Each Face) both sides of the barrier delineator for Guardrail on medians. Direction of Traffic 1 f ELEVATION PROFILE ELEVATION PROFILE WASHER HEX -NUT MOUNT LOCATION - PLAN VIEW BARRIER DELINEATORS 1" ib pE- NOTES: Begin/End Half ecgin/End Half `� ' Spacing Sta. Spacing Sta. 1. INSTALLATION: Work these details with the Half Spacing Sp. p 3'-1/" ELEVATION PROFILE plans, where Stationing for Begin/End Half Spacing and b 3" Reduced Post spa. segment b S' Begin/End Quarter Spacing are eneran indicated f required. General) RECTANGULAR WASHER (For CRT Terminal H i e r Begin/EndStations e Connectors Where Shown - r ,dicareP , re plans d correspond exactly to post locations in construction, extend the Reduced Post Spacing segment to the nearest post(s) before the Begin Station and/or after the Eno' station caned tor. DETAIL 'S' - HALF SPACING ELEVATION M4idspan Panel Splice Install Over Panel Face) BUTTON -HEAD BOLT LENGTHS: 2. PANEL SPLICES: Nio'span Panel (AS REQD. PER THE PLANS) Splices arenot required in Application(s): Length 'L': Min. Thread Length.: Transition and Reduced Post P ,inel Splice I/ Full Length Spacing segments, however they requiredare fur General Bej n/End Quarter Beg ,/End Duar Ler Steel Post Mount - Single Faced Guardrail 10" 4" segments. To mace m Ispan. Spacing Sta. splices in General segments, use Spin ,g Sta. Timber Post M, lit - Single Fared Guardrail 18" d" one Non -General panel length Quarter Spacing _,,p O i'-64' Steel or Tir„ben Post IN oil lit Double Faced Guardrail 25" 4" r9'-414" or I5-74") or add an additional Transition spaced post 6'-3" 3-14" Reduced Post Spa. Segment 3'-14" whcrc required. (General) Transition � Transition (General) NOTES: 3 LOVv-SPEED GUARDRAIL For Reduced Post Spacing with e e Low Speed Guaic ail (12 6 post spacing), the Reduced Spacing pattern requires a 6 lace 1 /' between rile 12-6 and / spaces. 4. PANEL POST BOLT SLOTS: Fur Quarter spacing configurations, punch additional / x2/ Post Bolt Slots in the panels dnlp where required for5/8r' mounting and in accordance with Specification 536. REDUCED —. DETAIL POST SPACING —. 'S' - QUARTER (AS REQD. PER FOR SPACING THE HAZARDS ELEVATION PLANS) l Pigs/pan(ore Pa Panel Splice Pa(one 1 Use nuts,bolts,and weshe s n accordance with Specification 967. 2. For Steel Posts with Double Faced Guardrail, the single 5 Length bolt bolt t u both ,post flanycs) may be replaced with two 10" Length bole halt per post Ylange). 3. Use bolts listed in Table 2 in corresponding locations shown in this Index. BUTTON -HEAD BOLT SYSTEM �i • _• -A- ri'>-(` LAST REVISION 11/01/19 OZ DESCRIPTION: w FY 2022-23 F.STANDARD PLANS DOT GUARDRAIL INDEXS;:EET 536-001 24 of 24 Olivera, Rosemary From: Olivera, Rosemary Sent: Thursday, June 8, 2023 1:32 PM To: Martinez, Maria; Hannon, Todd; Lee, Denise Cc: McGann, Tyrone; Guerra, Jose Subject: RE: Fire/DOT Construction Agreement for Fire Station 6 Guardrail - Matter Id. 22-864K Importance: High Good afternoon Maria, Please note that this document is not considered an original document. We will file this copy with the City Clerk's records as a copy but we will not be able to certify this document. Only the paper document is considered an original. If you send us the original paper document we will update our records. ROSEMARY OLIVERA CITY CLERK'S OFFICE MIAMI CITY HALL 3500 PAN AMERICAN DRIVE MIAMI, FL 33133 305-250-5365 ROLIVERA@MIAMIGOV.COM From: Martinez, Maria <MMartinez@miamigov.com> Sent: Thursday, June 8, 2023 1:26 PM To: Hannon, Todd <thannon@miamigov.com>; Olivera, Rosemary <ROlivera@miamigov.com>; Lee, Denise <DLee@miamigov.com> Cc: McGann, Tyrone <TMcGann@miamigov.com>; Guerra, Jose <jguerra@miamigov.com> Subject: Fire/DOT Construction Agreement for Fire Station 6 Guardrail - Matter Id. 22-864K Good Afternoon: Please find attached a fully executed copy of an agreement that is to be retained as a digital copy for the City. Regards, !Maria T. !Martinez Administrative Assistant I Department of Fire -fescue Technical - Services Division i 305.416.1672 (Office) 305.400.5316 (Fa4 mmartinez@miamigov.com 2