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HomeMy WebLinkAboutBack-Up DocumentsConstruction 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 signed and sealed by a professional engineer. MOT plans will require approval by the DEPARTMENT prior to implementation. 6. The Construction Coordinator shall be responsible for locating all existing utilities, both aerial and underground, and for ensuring that all utility locations be accurately documented on the construction plans. All utility conflicts shall be fully resolved directly with the applicable utility. 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 and obligations provided in this Agreement without the prior written consent of the DEPARTMENT'S District Secretary or his/her designee. The DEPARTMENT has the sole discretion and authority to grant or deny proposed assignments, with or without cause. Nothing herein shall prevent the Construction Coordinator from delegating its duties hereunder, but such delegation shall not release the Construction Coordinator from 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 Construction Coordinator's response to each such request. CONSTRUCTION COORDINATOR CONTACT INFORMATION Name YHOSVANY RODRIGUEZ Office No. (305) 510-3026 ext. Cell Name JOSE LORENZO 850-040-89 MAINTENANCE OGC — 07/13 Page 4 of 4 Title CAPTAIN OF LOGISTICS DEPARTMENT Email YRodriguez©miamigov.com Office No. (305) 592-7283 ext. 215 Cell Title ROADWAY PROJECT ENGINEER 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. CONSTRUCTION COORDINATOR DEPARTMENT OF TRANSPORTATION By: (Signature) By: (Signature) (Print Name) (Print Name) (Title) (Title) (Date) (Date) Legal Review: 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 This Addendum, dated , 2022 ("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 Depaitinent ("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 IN WITNESS WHEREOF, the Parties have executed this Addendum as of the day and year first above written. "Department" State of Florida Department of Transportation, a State of Florida agency ATTEST: By: By: Name: Name: Title: Title: FDOT LEGAL REVIEW: Alicia Trujillo, District Chief Counsel ATTEST: "Construction Coordinator" City of Miami, a State of Florida municipal corporation By: By: Todd B. Hannon City Clerk Arthur Noriega V City Manager APPROVED AS TO LEGAL FORM AND APPROVED AS TO INSURANCE CORRECTNESS: REQUIREMENTS: By: By: Victoria Mendez City Attorney Page 2 of 2 Anne Marie Sharpe, Director Risk Management 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 1 COVER SHEET 2 SUMMARY OF QUANTITIES 3 GENERAL NOTES 4 GUARDRAIL PLAN DETAILS 5 TEMPORARYTRAFFIC CONTROL PLAN & NOTES 6* 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 PROJECT No. N/A 2TH HY VW 39TH ST NW 43RD ST NW 42ND ST NW 41ST ST NW 40TH ST NW 38TH ST NW 37TH ST NW 33RD 32ND ST ST NW NW 31ST ST NW 30TH ST 6TH ST NW 31 ST a 111 NW 42ND ST irNW NW 33RD ST ,T _z NW 32ND ST ST NW 30TH ST ®LOCATION MAP SCALE: N.T.S. GUARDRAIL INSTALLATION NW 37TH NW 38TH S o � 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. - * `�`r�` iM � ii `S f4R �1r1:.•��GENs_ No 55401 * � ••. STATE OF i,�Fss'ONA 1 ENG,,„ as vow* Sunshine811,eom SPACE RESERVED FOR CITY OF MIAMI APPROVAL STAMP 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 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. COVER PAGE No. 1 OF 6 RECORD OF 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. 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 NO. 2 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 PROVIDING 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 ACTIVITIES 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/OR 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. 19. EXISTING EMT 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 ACTIVITIES 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. 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. ASP 8935 N.W. 351H LANE, SUITE 200 - DORAL, FLORIDA 33172 (395) 592-7283 - FAX (305) 593-1594 REVISIONS 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 GENERAL NOTES SHEET NO. 3 RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 6IG15-23.004, F.A.0 Z 35' o lz35' zW R/VV LINE LOT 1 (P.B. 7 - PG. 29) I- CC e `" ti I\ IN I LI) Q CI N Ec Q � LU Q — BEGIN REINFORCED POSTE SPACING @ 3 Fr., 1.5 IN. END CRT END TREATMENT a / I \N 87'40'11" CONST. SR US-27 ' r ' - o - ' uP, u.°5 0 0°:0 o of ,z - TRACT"A" (P.B. 86 - PG. 45) a 0 `� / R/W LINE 3700 NW 7 AVE MIAMI, FL 33127 z FOLIO: 01-3123-046-0010 N L' z U b°w �o 5 • u 6 +77.05 4� '` 1 sI .1 �G0. ,� .« 0 `1 "` z O W Q 651r � BEGIN' z % {CONK v . CONN LT 36,00' LT 2" MISCELLANEOUS ILT PAVEMENT END GUARDRAIL Cr TO EXIST. SIDEWALK END PARALLEL APPROACH Z SPACE RESERVED FOR CITY OF MIAMI APPROVAL STAMP �5 "„ � I a U �//4— I. END TREATMENT M ' `r 62.64� CO/Vg 60 +7.5 e END REINFORCED POST I CONTROLLED SPACING @ 3 FT., 1.5 IN. 36.00' LT 4 4 0 5 20 + « RELT o R TERMINAL BEGIN PARALLEL ,APPROACH —'4 END TREATMENT O y TO Feet m u L' 2 Uo '" 1- N o fr Q' b +26.43 EXIST. UTILITIES Ew.M 3.00' LT (TO REMAIN) EXISTING PALMS METAL GUARDRAIL A(TO REMAIN) POSTS WOOD ® —POSTS kV I ��-. u z n O u PC. +3583ill A PT. +51.47 R/W LINE +34.03 56,44' LT R/W LINE / 48.44 LT , 8' t 36.00' LT + pd3 ` o 6A ` �®< � � E 0T(YA ET;$.. Flo€ICR:E '�I d , z EXISTING MAST - ARM (TO REMAIN) � BEGIN PROJECT BEGIN GUARDRAIL CONSTRUCTION - - VV(D, 9 o o U yy°� 5(tp - �� a , OI644 7 _>o - 7l450) 0 p S(D} `2'CURB'vGUTTER ` °n s 5ALL6 + � � EXISTING BGLLARDS (T0 BE -R1 I4pV.ED) P" C.I. VV D}. -W(0) _ _ _-VV(6%_ _ _ _ _ [t (TO 84 NG POST BE REMOVED) CONSTRUCT PARALLEL APPROACH TERMINAL Ig ,SR- U6}-441 5(D)- I I I 8" SAV. S(D)- S(D)- S(D)- I S(D)- _ _ _W(0) STA. 110+31.96 CONST. SR US-441 ST65A. ui - 6V(D} - - - - IMV D -2 D) - - LT STA. 110+00.00 C COAST. SR US-441 = TA. 10+00.00 COAST. S _ S-27 S(D} S( a� o 0 O 0 � N 2'38' 18" W 3 CONST. SR US-441 STATE ROAD US-441 / NW 7 AVENUE [(D) G(D) G(0) G(D) ... TECO G(D)- G(D) (D) G(D) 0 (ABANDONED) 80' TOTAL RIGHT OF VVAY END PROJECT END GUARDRAIL CONSTRUCTION C(D) LEGEND 2" MISC. ASPHALT PAVEMENT o 00 STA. 111+77.05 CONST. SR US-441 36.00' LT R/W LINE 00/ PERFORMANCE TURF (SOD) R/W LINE EXISTING CONCRETE SIDEWALK o0 /DRIVEWAY �r O O --—--------- -----------— ¢y' I G oA ��� �_�,, [ I Oe� 8935 N.W.35TH 2LANE,2-7 SUITE 200 - DORAL, FLORIDA 331 T2 ,„� _ (305) 592-T283 - FAX (305) 593-1594 REVISIONS EITHEL N 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 A p j PLAN GUARDRAIL r LF11 DETAILS SHEET No. DATE BY DESCRIPTION PROJECT NAME PROJECT No. /� T FIRE AIL INSTALLATION GUARDRAIL INSTALLATION LL ( 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 /1.45P 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 THESCITTY SOUTH MIAM6F ORIENT SUBJECT SITE Az 1111111111M 1111111111110 ill LOCATION MAP SURVEY ova. A p0'. f 4. a d droplet book 86. at Fage45 M1Om L d ' my Re d 30300. LEGEND AND ABBREVIATIONS TREE TREEELEV. = ELEVATION %ate N FF = FINISH FLOOR = RECORD CALCULATED LB = LICENEE BUSINESS PA. _ PLAT LOOK CENTERLINE POLE 0 m= ELECTRIC BOK = NOODEN UTILITY POLE VALVE= GUY ANCHOR g .eviply EKG, MANHOLE =CATCH BASIN MAILDOP O = SANITARY MANHOLE 0 o= ELECTRICAL OUTLET = CABLE TELEVISION EON ASPHALT BRICK PAVER CONCRETE LNIMPROMED TILE LONGITUDE SURVEYORS 7769 NW 48th STREET SUITE 375 DORAL, FLORIDA 33166 P H' (3125)463-0912 FAX: (305) 513-5680 FLORIDA CERTIFICATE OF AUTHORIZATION LB 7335 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 PO NO SCALE: 1" = 20 EAr TRACT"A" (P.B. 86 - PG. 45) oH 4 CBS BUILDING "CITY OF MIAMI FIRE STATION No. 6" g':711= -/, 51t6e Pr=a,E 716.45f C LIGHT LOT 1 (P.B. 7 - PG. 29) ,l GI' i aN /I/o' NW'36 STREET 40.0' ILIS NCr, NE COR SEC.26-53-41 N:537444.7150 E.916874.0110 SURVEYOR'S NOTES: DATE OE fIELD SURVEY: The date of completion of the oltglnal tieldsurvey was on Oct.,r292921. PROPERTY INFORMATION: Folio No 91-9123-040a119 Property Address MOO NW 8versee Venni FL 33 ACCURACY obtainedThe accuraey field d area., - l0.l ti closed geometric - : figures meets a la exceeds the eta laaro. of Practice requirement for Suburban Area (Linear: t foci. 7,590 feett as oefined in Rule sL 17 os, FloridaAdmin.rative Code. Elevations of well identified feares as depicted en the Survey v _ were measured. cs3maropvcrlical posilion a 0urO.y o 1 / OO os a loot of ham SMOCCS and 1 /IO ot a Mot ongrcund:maces.. The Vertical Accuracy obtained an this "Topographic survey" exceed the calculated value ctacicxmcinfeet of plus cr minus 995 Tact firms::an041sgaarc root of Mc distance in lc,a as comm/ value accepted in the construction d surveying Inday. Well identified. .re= as depicted an the Survey Map were mewureo fa an estimated horizontal position accuracy of 1/19 of a toot. This Map of Murvcy is Intenc0-d to Re displayed al a scale of one inch equals Mc. Rector smaller. PERTINENTINFORMATION USED FOR SURVEY: North arrow direction is bated on an assumed and a, Bearings as shown hereon are beReo upon the Centelllne of NW 36 Street with an assumed beefing cf N8740.11.E d line f d a well established and mommented line. locatedThis pro(e. area ammo. , 1per Federal Emergency Managementfi Y TEN Community 19650 [City of ). Map Na_ 1298,9912. SusfixL Map Revised DateTeptember II 002. For Verit_01 Control 1 :lev0f - or d I of 128 - - . 88r. and a Eersolenork soopliedby the I k and Waste Mormgergerst Department, LkiemEDade Ccunty. Florida. Benchmark( R-119 Elevation., 11.69 (NAM,'88r Plat ot 'MOORE PARK" 1 deo M Diet Book 3o at Doge 45 f the Publicd f MiamEade Caty.Florida 1/ ofN MacipalAll h tY`(YYY with the last _ytiondate fMt. MU ME P,Ilaorks Department of /a Miami. RESTRICTIONS: Since o other lrtar /1: nwer furnished other than -sans clteo under pertinent intimation, the Client is hereby advisee that then 0y mbe legal r H' otta on thebabied re ,N that arc not shown on a Surycy Mam ^t may Sc found In gm Record et l f lam Dade County. The Surveyor makes no representation cwnership cr pogessionof the Subject Property ../alenittyortn0IidualffH0 maya0pear on Mg Fug Ile Records oftftl00000y. No excavation ordctcmltnation was made as to Nov me subject Properly L--rvpd Dy utilifie Na improvements were located, omen than these mown. No underground Rpundoticru, ImprovcmmIt and/m a 1Rllios wcrc located or Mown harcon- PURPOSE OF SURVEY: The purpose of this survey kf Deg g. CLIENT INO IO TAN TNNO,0010 SHEVey win ProPLeed 'IPO irESLe of and cc-rE CI. OF MI4ld FLEPT CF P&L ASSET MANAGEMENT DIVISION SURVEYOR'S CERTIFICATE: I M10T00 cerIre Thal ME "Topographic Survey' and the Survey N,ap IP_.t1ting therclamwns performed under my direction and E true and correct to the best of my knowledge and belief and further. thatsaid'Tcpogrophlc. Survey" meets the intentat the applicable provisions of the Slang,. of PLOC It, for Lona Survnytng In the lolc of Ronda. purmonl Io Rule 5J-17,rz=1 through 5.1-17.02 of the Florida AdminEtrative Cooe and Its Implementing law. Chapter 472027 of the Florida Statutes. LONGITUDE SURVEYORS !LC, a.Florida dmllpd Weeny Company Florida Certificate o-Authorhation Number L.235 Eduardo M. Suarez P5M Registered Surveyor and Mapper 1,6313 Oa, calorie, NOTICE:Ed eithoLL thc L0oHYGro 0, Original raimg mel et a FlgtMasteep Surveyor , Mapper.AddM1 id l t Sksvey laps by gtherthan the signing early are _ro81, 0.1 wil-Pout the written ,a pent of the =O, Fart/ - erm at Nam "CITY OF MIAMI FIRE STATION No.6" 3700 NW 7 Avenue, Miami, FL 33127 TOPOGRAPHIC SURVEY Prawn Ey, reecke Islonegyo Pact Nc 21440 GRAVEL STAMPED CONCRETE IIRI'RMIUTUDESUPELPFS CCM Sheet 1 of 1 zr zr zr zr A Ott ,et Zone: a. Behind eexisting harrier, b. flore than 2' behind the curb, c 15' 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, including Medians of divided roadways, with work beyond the shoulder. 2. USE Index 102-602 when the work operation (excluding establishing and terminating the ,vet ea) requires that t vvo 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 2 0 DESCRIPTION: FDCFI STANDARD PLANS FY 2022-23 TWO-LANE AND MULTILANE ROADWAY, WORK BEYOND THE SHOULDER INDEX 102-601 SHEET 1 of 1 NOTES: ]. Cover or deactivate oedestriah traffic signal displudis) controlling closed crosswalks. 2. Place nerlestrian LCD across the full width of the closed sidewalk. 3. For post mounted signs located near or adjacent to a sidewalx, nrintain a inera 7' clearance from the bottom of the sign panel to the surface of the sidewalk. 4 "Sidewalk Closed" signs (RV-XX) map be mounted on pedestrian LCDS in accordance with the manufacturer's instructions. 5. Omit the Ado ante Closure LCD if it blocks access s to other pedestrian facilities (e,g„ transit stops, residences, ore business entrances). SYMBOLS: Work Area [p Viork Zone Sign .--. Pedestrian Longitudinal Channel izing Device (LCD) 1=> Lane Identification and Direction of Traffic Advance Closure LCD (See Notes 4 and 5) a Id4-9BR DETOUR P 4-9EL DETOUR R9-10 (See Note 4) SIDEWALK CLOSED OTHER OT• USEER SIDE 1I4-9HR 4 49-11AR SIDEWALK CLOSED AHEAD CROSS HERE R9-9 R9-114L (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 WORK r/ W 20-1 F DETOUR Iv14-9EL PEDESTRIAN DETOUR DETOUR 1'44-9BR W20-IF ROAD WORK AHEAD, LAST REVISION 11/01/20 DESCRIPTION' FY 2022-23 F� STANDARD PLANS S IIDE'W ELK 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" "X" channelizing device spacing values. 2. Provide a 5' wide temporary pedestrian teawith a maximum 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 (MDT-13-06) and "End Road 6Vork" signs (620-2), along with associated work zone sign distances, may be omitted when the wory operation will be in ,place for 24 hours or less. 5. Pedestrian Diversion Option 2 may only be used when called for In the Plans or as approved dp an Engineer. SYMBOLS: 6Vork Area Temporary Pedestrian Wap ■ channelizing Device (See Index 102-600) �-+ Pedestrian Longitudinal channelizing Device (LCD; [p Work Zone Sign Arrow Board Cash Cushion Lane Identification 011d Direction of Traffic 6" White Tempos ar y Barrier 100 r l� I B ROAD WORK AHEAD VV20-1 SPEEDING FINES SOUSES ';l'HEN YIORNERs PRESENT P40T-13-06 (See General Note 4) IGHT LAN CLOSED AHEAD, VI'20-5 W20 1T SPEEDING FINES SOUSES ;vneN v,orerceres PRESENT I'40T-13-06 (See General Noto 4) W4-2 00 0_00 0 0 Arran Board Mode. Merge PEDESTRIAN DIVERSION - OPTION 1 END ROAD WORK 620-2 (See (Vote 41 (Temporary Barrier Shown, Low Profile Barrier Similar) W20-5 100' I I— 0(4-2 • 0 i00000oo 0 •� a 00 Arrow Board Mode: Merge PEDESTRIAN DIVERSION - OPTION 2 (Work Zone Speed 35 mph or Less) 6" White B ve 620-2 (See (Vote 41 ROAD WORK AHEAD VV20-IF PEDESTRIAN SPECIAL DETOUR Existing SIdevalk LAST REVISION 11/01/21 00 0 DESCRIPTION: FDCIT STANDARD PLANS FY 2022-23 S IIDE'W ELK 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 J 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 E 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 - Tr ailiny Ends Trailing End Transition Connection to .Rigid Barrier 21 Rub Rail Details 22 Pedestrian Safety Treatment - Pipe Rail 23 Iodified 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 Creel dance with Specification 536. Ties Index, along vvivh Lhe plans and the leanerac lv e s' drawings on Lhe Approved Products List (APL), is sullicently deiailed for insiallation of General Guardrail, Low -Speed Guardrail, Eno' Treatment assemblies, and their connecting options shown herein. This precludes requirements for shop drawing submittals IA',le55 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 of 31" at the top of the Panel (2'-1" mounting height aL vertical rE of Panel) and a midspan panel splice as shown on Sheet 2 Guardrail components included on Che AFL, which are compatible with this Index, may also be io'eniilien' as 31" or INGS Guardrail. 3. STANDARD COINpONENTS. Stanu'ard guar 'l rail components, including ,posts, panels, and bolt Systems, are based on the Task Force 13 Publication: Guide to Roadside Hardware Components (http://tf13.org/Guides/componentGuide/). 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 In 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 Miscellaneous Asphalt Pavement where incicated with a tolerance of + / depth and in accordance with Spenfrcatron 339. 7 ADJACENT SIDEWALKS & SHARED USE PATHS: When guardrail posts are placed within 4'-0" of a Sider alk or shared use path, use thmher noses, or u5e steel posts only if treated with Pipe Rail a, shown on Sheet 22. When timber posts are used, one of the following safety treatments is required for the bolt(o),protruding from the pack face of the ,posts: a. Alter tightening the nut, trim the prntn,drng post halt flush rich the rove .soil galvanize p r Snecifiration 562. b. Use post bolts 15" in length and countersink the was,her won nut het r_en 7" and 1/' deep into the bark 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: VVhei'e called for In the plans, install two VV-Beam. Panels mounted flush per location, securing all panels with BuLlon-Head Bolts threaded through aligned slots and holes. 2' Button -Head Bolts are permitted for panel splice locations. 9 CONNECTION TO RIGID BARRIER: The connections to Rigid Barrier in MIS Index only a,p,plp to newly constructed bridge Traffic Railing and Concrete Ba rer o'- where the complete Approach Tr"allslhor oomectlun to Rigid Barrie! shuivli Pel 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. 19 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 Transition segments. Provide an immediate transition to the required midspan panel Splice using the alailabie panel options on Sheet 4 (9'-4y" or panel). Alternatively, this transition to midspan panel splice may be achieved by installing a single reduced post spacing of 3'- 14" within the new guardraih immediately adjacent to the connection locaton. 11, PLANS CALGOLITS' Begin/End Station labels are shown throughout this Index as they correspond to the station and offset callouts pecifiecl 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 Low -Speed TL-2 Guardrail Pay Item is specifically required, the cahoot in the pions will then specify Begin/End TL-2 GR. Station. 12. QUANTITY INEASUREINENT: Measure guardrail and corresponding component, , defined in SpenficatIon 536. The Guardrail length - measured along the centerline of installed Panels, between the points labeled Begin/End Guardrail Station shown on the following Index Sheets and defined In the plans (typically measured from the of the panel's post halt slots at the approach/trailing ends). LAST REVISION 11/01/19 2 0 DESCRIPTION: FY 2022-23 F� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 1 of 24 IN -Beam, Post Bolt Holes, Slots, & S" D Button - Mead Bolts VV-Beam Panel Z General Post Spacing I:span Panel Lap Splice (Typ.) Post Bolt Hole, Slot, & %" Q Button - Head Bolt (Tyre) iTyp.) VV-Bear, Panel (Typ) 4%" 4/' (Typ) (Typ.) (Typ.) W-Beam Panel Finish Grade VV-Beam Panel rt '4" Bdtton- 2" Ihisc. Head Bolt (Typ) Asphalt Pa, ementA Midspan Panel Lap Splice (Typ) tfe r - Standard Post {Typ.) (Timber Shown) Splice Bolt Sluts &s/r� Nx 14" Button -Head Bolts (8 Regd.) iTv,o.) GENERAL GUARDRAIL INSTALLED ELEVATION Post Bolt Hole, Slot, & 4" Pr Button- , Head Bolt (Typ.) - Standard Poet (Typ.) (Timber Shown) Offset Block (Typ) Back of Post (Typ.) IN -Beam Panel L_I VI -Beam Panel L_I N Splice Riclge (See (Vote 2) (Typ.) INSTALLED PLAN Face of Guan,r.o,/ p. Direction of Traffic 1 se 0 Button Head Bolt (18" Length for Timber Post) -- Back of Post Standard Post (Timber- Shown) NOTES: Offset Block INSTALLED SECTION I -Beam Panel 1. GENERAL: Install the General Guardrail configuration where indicated in the plans. This may include tapered segments if called for in the plans. Use 12'-6" or longer IN -Ream Panels. A single E-3" Panel may be used at the eno' of the run to meet the nominal Begin/Eno' Guardrail Sta. requirements. Where a differing guardrail configuration i- required for constructability be ono' the options shown in this Index or- the plans, obtain approval from the Engineer prior to installation. 2. I'UIDS-PAN 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 to End Treatments, Approach Transitions, or- other segment types are defined in the following Index Sheets, APL Drawings, or the plans. 4. VV-BE414 PANEL DETAILS: See Sheet 4. 5. POST Si OFFSET BLOCK DETAILS: See Sheet 5 6. GUARDRAIL SECTIONS: For Sertions showing typical mnunting heights, grading, and lateral offsets in relation to adjacent roadway features, see Sheet 6. 7. I'4ODIFIED 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 shor+ n provides the base configuration, including Post Spacing and splice locations, for Defined Segment modifications ii here indicated in the plans and using the Guardrail Types, Sect1ons,and/or hardware as shown in this Index (eg. Double Faced VV-Beam, Deep Posts at Slope Breaks, Pipe Rail, Ruo Rail, or -Reduced Post Spacing for Hazards). GENERAL, TL-3 GUARDRAIL DETAILS LAST REVISION 11/01/19 DESCRIPTION: FY 2022-23 F� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 2 of 24 Low -Speed Post Spacing 12'-6 (Normal Run) 6' (End Connection Only) 4 VV-Beam, Post Bolt Holes, Slots &)("0 Britton Head Bolts 1 ti 1,) Post Bolt Hole, Slot, & 3" H Button - Head Bolt (Tyr) 0 Button- IPo-Bean, Panel Head bolt (Typ.) (12'-6" INin.) Standard Post (Typ.) (Timber Shown) Finish Grade 44" (TV10 2" (Typ.) 2" INisc. Asphalt Pavement 6 4 %" (Typ.) &idsp, Panel Lap Splice (Typ.) 4 Splice Bolt Slots &, 1dx1y„ Button -Head Bolts (8 Rego.) (Typ.) -Bean, Panel (9'-44" for End Connections Only) Low -Speed Guardrail End Treatment or Approach Transition Midspan Panel Lap Splice (Typ.) L �� 1) Post Bolt Hole, Slot, & %" 0 Button - Head Bolt (Typ.) Standard Post (Typ.) (Timber Shown) Offset Block (Typ.) VI' -Beam Panel (12'-6" INin.) LOW -SPEED GUARDRAIL INSTALLED ELEVATION rho'soan Panel Lap Splice (Typ.) 7 Baer of Post (Tp p.) VV-Bean, Panel (9'-4h" for End Connections Only) LOIN -Speed Guardrail End Treatment or Approach Transition ITL � L I Face of Guardrail (TypJ Direction of Traffic INSTALLED PLAN fp %" O 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 Lhe Low -Speed Guardrail configuration where Indicated in the plans. Low -Speed Guardrail may include tapered segments if called for in the plans. Use 12'-6" or 25'-0"W-Beam Panels for nrunral spans, an r c use 9'-41" Panels for end connections to adjoining segments as shown. A single 6'-3" Panel may he used ,, the end of the Low -Speed Guardrail run along vuith a single reduced 6-3" post spacing to meet the nominal Begin/End Guardrail Sta. required. (Where a differing guardrail contigu ration is required for constructability beyond the options shown in this Index or the Plans, obtain approval from 'he Engineer prior io installation. 2, AND -SPAN PANEL LAP SPLICE: For ,Groper structural function, place all Lap Splices at mi dspan 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 d'rection with the highest traffic volume. Orienting Lap Spirres 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 W-BEAIN PANEL DETAILS: See Sheet 4 5 POST & OFFSET BLOCK DETAILS. Sec Sheet 5. 6. GUARDRAIL SECTIONS: For Sections showing typical rood nti ng heights, gradng, and lateral offsets In "eland, to adjacent roadway features, see Sheet 6. 7. MODIFIED MOUNTS: Where co, _rete structures, cone rete sidewalk, or shallow depth 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 al Slope Breaks, ,Raised Curb, Pipe Pail, and/or Rub Rail. LOW -SPEED, TL-2 GUARDRAIL DETAILS LAST REVISION 11/01/19 2 5 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 %2" x 1%. Splice Bolt Slot (Typ.) 34" fp bV-Beam 6 r, 'x14" Spike Bon Slots W-BEAM PANEL SECTION fy Thrie-Hearn (Symmetrical) E s73V" x 1 /e" Splice Bolt Slot (TppJ VV-Beam 6 z%>"X1%" Splice BOIL Slots THRIE-BEAM PANEL SECTION Varies (6'-3', 9'-4Y", 12'-6", 15-7%2, ar 25'-0") 'IV Spaces _> 3-1 y" (See Table 1) 4 %" (TV,J fp VV-Beam (Typo.) & PosL Bolt Slots 4 %" oost Bolt Slots (TIT.) 'N' Spaces a x 1 Vf' Splice Bolt Slots (TypJ jq' 0 Cable Anchor Plate Bolt Holes (Where Regd.) (See Note 21 W-BEAM PANEL ELEVATION Varies (.-14" 6'-3" 12'-6" or 25'-0") (See Table 1) 4%f (TypJ 4%" (TypJ R 1 R fp 7Vm"x1Ye" Splice Bolt Slots (TypJ 0" x2%" Post Bolt Slots (Typ.) THRIE-BEAM PANEL ELEVATION 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-," IV -Beam 2 12 9'-4, " W-Beam ., 12 12-6' IN -Beam 4 12 15-7'" VV-Beam 5 12 25-0" IN -Ream 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 Thole 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 (-or installatimi or the Cable Anchor Plate shown on Sheet 9, 10, & 11. -"0/ ' x ]'/e" slots maV suostitute for the holes shown. W-BEAM AND THRIE-BEAM PANEL DETAILS LAST REVISION 11/01/19 5 0 DESCRIPTION: FY 2022-23 F� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 4 of 24 /] 0 Bolt Hole 4" 0Bolt Hole (Typ.) Rub Rail Bolt Hole (Optional) ISOMETRIC TOP ELEVATION TIMBER POST (6"X8" Nominal) Standard Post ISOMETRIC TOP ELEVATION STEEL POST (W6X8.5 or W6X9) tandard Post Block &-'/y"0 Bolt Hole L / 0 Bolt Hole PLAN BLOCK IY,'0 Bolt Hole Nom. -andard Thrie-Sean 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 //r VI -Beam Panel IN -Beam Block Timber Post (Shown) (Steel Post Similar) IN -Beam Block VV-Beam Panel (9'-4%20 PLAN Flared End Unit (see sheet 9) SINGLE -FACED / DOUBLE-FACED GUARDRAIL CONNECTION Q Yrs" 0 x 10 Button - Head Bolt Block Stu - Nail (Tp.) (See Plot 5) Steel Post Block Stop - Nail (Typ.) (See Note 5) SECTION PLAN fp s/x" 0 x 18" Button - Head Bolt VV Beam Panel (Ty(.) IN -Beam Block SINGLE -FACED W-BEAM STEEL POST IN -Beam Panel Timber Post SECTION PLAN SINGLE -FACED W-BEAM TIMBER POST Li '6" 0x 25" Button -Head Bolt (See Note 4) W-Beare and IN -Beam Block eI-Bean, Panel Timber Post IN -Beam Block SECTION PLAN DOUBLE-FACED W-BEAM TIMBER POST (Thrie-Beam Similar) (Steel Post Similar) Beam Panel %'0 x 18" Button - Head Bolts 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 5randarri Posts. Use a single post date ial type consistently per each run of guardrail Only where specified in the Plaos, use the Deed Pot L for Slope Break Conditions as shown on Sheet o. 2 OFFSET BLOCKS: For each Panel type, install the col esponding Offset Block type as shown For General, TL-3ral, TL-3 (single Faced) 4/ 011)acih T ansitions only, use the 1'-6" Thrie-Beare block (See Sheet 131 3. BOLT HOLES: c/(' 0 Bolt Holes shown in ,posts within this Index may be substituted with r/ ' 0 Bolt Holes. 4 DOUBLE FACED GUARDRAIL: Orient Post Bolts with Lhe Button -Head ipCated on the side nearest the traffic lane. The bolt's threaded pottiun is not permitted to extend beyond j" frum the tare of the tightened nut; trim the threaded portion as needed and galvanize in accordance with Specification 562. 5 BLOCK STOP -NAIL: Drive one nail per Standard Offset Block as snow n to.prevent Block rotation. Use steel 3/" Type 16d nails with AST/ 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. INATERIALS: Use limber and steel posts and offset blocks in accordance with 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.) (T)p) Panel DOUBLE FACED W -BEAM Panel THRIE-BEAM ace oI Guiar d'rail 10" 14in. 2'_0" lbIn. 10 Ma Slope Break Front Slone (1:2 Max.) 2" 14isc. Asphalt Pav1. (1:10 Pos) TYPICAL GRADING & PAVT. PLACEMENT DETAIL (See Note 2) 2" 1'4isc. Asphalt Pavt. (1.10 Max.) (Fur su rounding Concrete, Use a Frangible Leave -Out Per Sheet 23) f Face of Guar"droll [ 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„ M CSi 'eoncvialkrete TYPICAL SIDEWALK DETAIL (Work with Other Sections as Reqd.) GUARDRAIL SECTIONS - TYPICAL Face Of ✓ Guardrail Edge of Troffic Lan, UNPAVED OR PARTIALLY PAVED SHOULDER 'Lateral Offset' Shldr. Pa, t. 2" Misc. Asphalt Pavt. Face of Curb 0" or 5" (See Note 5) Panel Gip of ter Face of Guardrail 2" Misc. Asphalt Pavt. (1:10 Max.) Fa, of Curb ti Panel Panel SLOPE BREAK CONDITION TIMBER DEEP POST SLOPE BREAK CONDITION STEEL DEEP POST 'Lateral Cffscc ✓ Face of Guardrail rr� : 10 Max. JJ Asphalt Pavt. (1:10 Mary ADJACENT TO CURB BEHIND CURB (Type F Curb Shown) (Type F Curb Shown) ✓Face Of uar o'r ail (4in. FULLY PAVED SHOULDER GUARDRAIL HEIGHT SUMMARY TABLE: Type: Min. Depth 'D': Mounting Height 'H': Post Length 'L': VU-Beam (Single and Double Faced) 3-10" Thre-Beam (Single and Double Faced) 3-10„ Timoer Deep Post 4'-70" See Above Steel Deep Post 6'-4" Scc Above Edge of Traffic Lan, GUARDRAIL SECTIONS - CURB & GUTTER Face Gf ✓ Guardrail Lateral Offset' Edge of Traffic Lane Shoulder Gutter 2" I4isc. Asphalt Pavt. SHOULDER GLITTER GUARDRAIL SECTIONS - SHOULDERS Back of Gutter Panel Face of Guardrail I4in. 2" Misc. Asphalt Pavt. ADJACENT TO SHOULDER GUTTER Face of Guardrail Lateral Offset' 2" blsc Asphalt Pavt. (Min.) Ruh Rail (Required for Median Slopes Greater than 1:10) (See Sheet 21) I:6 Mar (Median Slope) DOUBLE FACED GUARDRAIL (Shown In Median) NOTES: 7. GUARDRAIL SECTIONS: Construct Sections as indicated in the plans. The details shown herein depict VV-Beam Guardrail, but are applicable to the other defined Guardrail Typos 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 ehown is the maximum slope permitted tor proper guardrail function, but p o)ect pecifis cross elope requirements are governed by additional design criteria, Per the plans. 2 TYPICAL GRADING 6 PAVEMENT PLACEMENT DETAIL' Construct features as depicted except where superseded by specific Guardrail Sections or the plans. Place the Slope Break a Minimum of 2' behind the ,post. For Deep Posts, the slope break may be placed at the Post with the 2" Miscellaneous As,ohalt Pavement omitted. 3. SLOPE BREAK CONDITION: Install Drop Posts only where called for in the plans. Deep Posts are only permitted where post spacing is 6' 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 Euardrail consistently offset either - flush with the Face of Curb ar 5" behind the Face of Curb, as indicated by the plans station and offset callout_ For offset changes, transition the Face of Guardrail a., shou.n in 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 F✓ce of General Guardrail (See Note 2) Edge of 2" Misc. Asphalt Pavt. (See Note 5) Front Slope Break 2" Misc. A phalt Fart__ Approach Terminal, Begin/End Guardrail 5., N fL Post (1) General Guardrail (See Note 21 Length of End Treatment 'LE' Nidspan Sufi, Location (T)p) Far r_ of Guardrail (411 (3)N 0 10'-0" 53'-1r4" (TL-3, General) Edge of Traffic Lane Projected Face of General Guardrail Varies 40'-7/7' iTL-2, Low -Speed) APPROACH TERMINAL ASSEMBLY 'PARALLEL' TYPE - PLAN VIEW � Front Slope Break 2' INisc. Asphalt Pant. SECTION AT POST (1) WITH UNPAVED SHOULDER Edge of Traffic Lane Projected Face of General Guardrail Varies Shlot. Pavt. 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 plans. 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 Terminals and ,provides for more consistent planning of assembly installations across the differing Approach Terminal types. Forward -anchoring style Approach Terminals may vary 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. Ilntell posts in accordance with the manufacturer's drawings. The Special Posts on Sheet 23, including 5 em al Steel hosts, Encased Posts, an Frangible Leave -Outs, a e not permitted within the Approach Terminal Segment unless otherwise called for In the plans. Align panel lap splices it accordance with the ,Manufacturer's drawings, regardless of the .direction of traffic. I tall adjacent grading gutters, ,and/or curbing _ shrovn her.. 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 a specified in the plans. TL-3 Approach Terminals may substitute for TL Approach Terminals unless the substitution is specifically prohibited In the plans. TL-2 Approach Terminals may not substitute for TL-3 installations. 4 IINPACT HEAD END DELINEATOR: Apply Yellow Retroreflective Sheeting to the nose of the Eno' Terminal in accordance with Specification 536. 5 2" I'4ISCELLANEOUS ASPHALT PAVEI1ENT: The Plan View depicts the Unpaved Shoulder condition. For Fully Paved Shoulder and Shoulder Gutter onditions, extend the 2" I'4isc. Asphalt P ent as shorun in the corresponding 'Section at Post (1)' details belorr. The 2" Wise. Asphalt Pavement shown upstream of Post (1r may be substituted with a different pavement type where called for in the Plans. 6. CLEAP, AREA REQUIREMENT: Do not place any permanent aboveground installations within the areas shown with 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 Sheet tl. Projected Face of General Guardrail Varies Shish Pavt. 2" I'4i'c. Shoulder- Gutter Asphalt Pavt. SECTION AT POST (1) WITH SHOULDER GUTTER Front Slope Break END TREATMENT - APPROACH TERMINAL GEOMETRY - PARALLEL LAST REVISION 11/01/20 5 0 DESCRIPTION: FY 2022-23 F� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 7 of 24 Guardrail height Taper (12-6" Linear Transition) (See Note 4) Face of General Guardrail r5ee Note 2) R Edge of 2" INisc. Asphalt Pavt. Font Slope Break 2" Misc Asphalt Part Apprh. Terminal, Begin/Eno' Guardrail Sta., & ¢ Post (1) 1r70 ypi (ro Tcal Front Slope Ereak) --_--- 10'-0" _ (4)Nl (3) (2)� Curb Transition (If Applicable) (Se- Note 2) General Guardrail Length of End T1 eatr'nent'LE' Li rnit Type E Curb P.egd. Face of Face of G Type E Curb JJ Guardrail Type E Curb (Only) 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) Edge of 2' INisc. Asphalt Pavt 0 Impact Head (See Note 6) In v Limit Type E Curb Regd. Direction of Traffic 2" INi sc Asphalt Pant. (1:10 INax.) (4)1rili (3)n (2) B General Guardrail Double Faced Length of End Treatment 'LE' Face of Guardrail Edge of 2" Miss:. / Asphalt Pavt. 53-1 y" (TL-3, General) Dnunle Faced Approach Terminal Impact Head (Flat or Rounded) (See Note 6) 10'-O" 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 V arie> Shldr. Pavt. 5' Face of Guardrail Varies 6" (Min.) (Min) Sh1,11 Pavt. Type E Curb (Only) 2" Misc. Asphalt Pavt. (1.10 INax ) 'CURBED' SECTION A -A (Height, 'H', Measured from Misc. Asphalt Pavt.) 'DOUBLE FACED' SECTION 6-6 (1:10 Slope or Flatter Reqd.) NOTES: 1. GENERAL: See (Votes 1 through 3 er Sheet 7. 2. CURBED SEGINENTS: Type E curb Is requived within the limits shown. When a different curb type is called for 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, taper the guardrail away from the oauay where shown to place Curb Transition the inside edge 0! the Impact Head at 5" behind the Edge of ✓ Traffic Lane 7 I Applicable) See Note 2) face of the curb. Where addil opal !d oI al offset Is required to fit the Approach Tel Assembly hardlrare, such as a soil plate, place the Impact Head as dose to the curb as the ha dware allows, net to exceed 2'-0" from the face of all 4. GUARDRAIL HEIGHT TAPER: For Curbed Segments, the connecting General Guardrail Mounting Height,'H', Is typically measured from the Lip of Gutter (See Sheet 6 Guardrail sections, 'Adjacent to Curb'), while the End Terminal Assembly 'H' is measured from the INisc. Asphalt Pavt (see Section A -A). Linear ly taper the difference in Iounting Height over a minimum length of 12'-6', starting where /ndlcated herein. 5. DOUBLE FACED SEGMENT: Connect to Double Faced General Guardrail. Use consistent Pests and Offset Block types as specified /n the APL drawings over the entire Length of End Treatment,'LE'. Posts and Offset Blocks in the adjoining General Guardrail segment may be different from those inside of the 'LE. A change in post type between timber and steel is permitted, Immediately outside of the 'LE' segment. INa/main the 1:10 maximum grading as sheltie in section B-B throughout segment 'LE'. lheio regulred, transition to differing adjacent slopes linearly, over a minimum Idngitudinal length of 25'-0" 6. IMPACT HEAD END DELINEATOR: Apply Yellow Retrorefleative 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 finished conditon, keep this area free of all aboveground obstructions, including dense vegetation and pees. 8. 2" MISCELLANEOUS ASPHALT PAVEINENT: The 2" Misc. Asphalt Pavement shown upstream of Post (1) may be substituted with a different ,pavement type where called for in the Plans. 9. SINGLE FACED 'PARALLEL SEGINENTS: See sheet 7 END TREATMENT - APPROACH TERMINAL GEOMETRY CURBED AND DOUBLE FACED LAST REVISION 11/01/19 DESCRIPTION: FY 2022-23 F� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 8 of 24 Trailing Anchor. & Begin/End Guardrail Sta. 6-0" Misc. Asphalt Pavt. Extension fk Short Timber Brkwy. Post & Stec/ Tu bC Foundation Length of Trailing Anchorage, 'LT' = General Guardrail Flared, Rounded, or But rer End Unii !� VV-Beam, Post Bolt slots, & `4(' 0 Button -Head Bolts End Delineator (see Note 6) Short Timber Brku. Post Sec Post & Cable rvlount Detail (Sheet 10) 2" Wise. Asphalt. Pavt. Direction of Traffic 9" 0 x 1/, Button - Head Bolt (Tpp.) Cable Anchor Plate Assembly - Steel Tube Foundation Cable Assembly Ground Steins (2 Regd.) Hex Jam Nut System S hort Timber Br kvr y. Post \77GP:p 7i 0 x 10" Hex -Head Bolts (1 Regd_) l (Washers Each Face, 2 Redd) 1. ¢sja'd x 10" Button -Head Bolt`, S teel Tubc Foundation INSTALLED ELEVATION Short Timber Brkwy. Post 4 /' 0 x 10" & Steel Tube Foundation Button -Head Bolt,,l IN -Beam Panel (9-4,4" Panel Sho rn, 15'-7/' Panel Optbnal) Hex -Head Bolt 111rlspan Panel Lap Splice Finish Grade 7/\71<`, x 10" Hex -Head Bolts (1 Regd.) (Washers Each Face, 2 Reed.) Short Timber Brkwy. Post & Steel Tube Foundation I 7- Edge Of 2 Mi sc. Asphalt Pavt. Brkwy. Terminal Post Sleeve Hex Jane Nut System Fla ed End Unit S roan (See Note 5) Ground Struts (2 Regd.) Hex Jam Nul Sysle'n Cable Anchor Plate Assembly, Cable Assembly Steel Tube Foundation (TVP.) ry IIV-Beam / Fare Of Guardrail SINGLE FACE TRAILING ANCHORAGE INSTALLED PLAN 4 )1" 0 x 25" Short Timber Brkwy. Post Button-h'ead B0IY& Steel Tube Foundation d 9"0x 25" Button-h'ead 4 Short Timber Brkwy. Post & Steel Tube Foundation 0 Edge Of 2" Iisc. Asphalt Pavt Burger End Unit BF(' y. Terminal Post Sleeve W-Beam Face 0f Guardrail 7 k, Cable Anchor Hex Jam Plate Assembly Nut System VV-Bean, Face Of Guardrail DOUBLE FACE TRAILING ANCHORAGE INSTALLED PLAN Offset Block (T/p.) Steel Tube Foundation (Ty0 ) NOTES: Standar d Post 1. COMPONENT DETAILS: For additional component details, See Sheet 10. 2. END UNITS' Use materials for end unitsf- d n Specifications Section 967 End r LS are referred to as"End or B ffer 5 ct o,s , AASHTO 11180. Lap the Flared End U,-t beh,d the 6V Beam lap the Rounded and Buffered End Units over the face of the Ir/- Beam . 3. FOUNDATIONS: Install Steel Tubes by either of the following iiiethods: a. Excavate, bac krill, and compact material le provide full passive soil resistance to the surface of the Tube. PLAN FLARED END UNIT (Sem.) 'h:p!'x14r' 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 eF,:'slots (Typ.) ELEVATION (4 Repo' Ea. Side) 4. GENERAL GUARDRAIL. General Guardrail typically includes Panels and Post Spacing as shoran 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 i! ino'icOled in the ,plans. 5. SIDEWALK REQUIREMENTS: When sidewalks are located adjacent to the End Treatment, install Rounded E,d Unit (Flared End Unit not permitted for this case). 6. END DELINEATOR: Mount retroreflective sheeting to the approach face of the End Unit in accordance with Specification Sections 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 HSS Rect. 8"x6"xYge (See Note 2) 1 ELEVATION SECTION STEEL TUBE FOUNDATION 5i° (+0,-))) 7%" (+T',-90y ELEVATION SECTION = SHORT TIMBER BREAKAWAY POST = (6"x8" Nom.) %' Steel Plate " 0 Bolt Hole SECTION SOIL PLATE ELEVATION 1 %" C3x5 Steel Channel SECTION GROUND STRUT ELEVATION SECTION BREAKAWAY TERMINAL POST SLEEVE Anchor - Stud Hole 6)" Steel Plate STEEL END PLATE 2 - Plate Stop -Nails (See Note 3) Gearing Plate Hex Jam Nut System Post Sleeve & Short Timber Brkw V Post %" 0 x 1 0" Hex Head Bolt 9e" Steel Plate 1 %," D Bolt Hole 8 SECTION ro 7" 0 x 7" C,ahle Stud - Full Thread Galvanized 9)" 0 Galvanized Cable (6x19) Swage Connected To Anchor Studs ti Swage Fitting a BEARING PLATE CABLE ASSEMBLY Shaped Steel Plate (16'x 129/ r;'xI F') ELEVATION g 35° %q" 0 Holes (Ty,o) (8 Regd.) fp A" Hole CABLE ANCHOR PLATE So" 0 x 7%" Hex Head Bolt (Thru IN -Beam Pre - Fabricated Holes) (8 Regd.) OP lib CO CO IS S eel Eno' Plate To Anchor Plate Edge (Three Sides) \ y^, ELEVATION fg Steel Tube F00000tion Short Timber Brkwp. Post Brk5V. Terminal Post Sleeve Steel Tube Foundation ELEVATION POST & CABLE MOUNT ASSEMBLY Cable Assembly Hex Jam Nut System 1" 0 Cable stud (Vasher (2" OD., l%g' ID, X4" Thick) Steel End Plate SECTION W-6eam %" 0 1Y" Hex -Head Bolt System (8 Regd.) CABLE ANCHOR PLATE ASSEMBLY %1' VI -Beam And Anchor Plate Steel End Plate Cable Assembly & 24" 0 Cable Stud Holc SECTION NOTES: 1. INSTALLATION: Use components as shown on Sheets 9 & 11. 2. MATERIALS: Use steel plates, channels, anrd 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 A45HT0-ACC-ARTB4 Cuide to Standardized Barrier Hardware with English unit equivalents of components FNX24a and FWC24a, respectively. Two .Hex Nuts may bo used for the Hex Jam Nut System. 3. PLATE STOP -NAILS: To pre,'ent rotation of the Bearing Fiore, clrii' c steel 2,4" Type 8d nails with ASTI'I 4153 hot -dip galvanization. 4. CABLE ANCHOR PLATE ASSEMBLY INSTALLATION: Mount to the pre -fabricated Cable Anchor Plate Bolt Holes in the W-Beam Panel, as rouvn on Sheet 4. These panel holes are only permitted fur this Cable Anchor Plate Assembly appliraiion. 5. SOIL PLATE BOLT HOLE(S): For Trailing Anchorage installations as shown on Sheet 9, the Gvo boll holes shown map be substituted with a single bolt hole located at the tube centerline. END TREATMENT - COMPONENT DETAILS LAST REVISION 11/01/19 DESCRIPTION' FDIDT STANDARD PLANS FY 2022-23 GUARDRAIL INDEX 536-001 SHEET 10 of 24 1 Post Mount Cap, Short Timber CRT End Treahvrent & Brkuvy. Post, & Steel Tube Foundation Begi n/End Guardrail Sta. 6'-0" Mi., Asphalt Pavt. Era —PPS., 15'-7/" W-Beam Panel I'4atch Line (See Sheet 12,1 CRT System L Post I'4ou nt Capp 0 x 14" Button -Head Bolt ITyp.) Butter End Unit IlV-Beam, Post Bolt Slots, GS' & qH" 0 Button -Head Bolts End Delineator (Sec Note 7) [i Short Timber Brkuvy. Post & Steel Tube Foundation /" 0x 1%y" Hex -Road Bolt & Rect. Washer - (Sec Note 5) Cable Anchor Plate Assembly 0 x 10" Button -Head Bolt (See Sheet 121 ogr Short Timber Brk wy. Post See Post & Cable Mount — Detail (Sheet 10) Asphalt. Pavt. Cable Assembly Hex Jam Nut System (T7p.) 6 -- /" 0 Galvanized Steel U-BolE Cable Clips (2 4/" Sp. (/2 I_D. Grip Pattern) Soil Plate (an Tube Q) Partial Cable Assembly (See Note 4) Steel Tube - '1 Foundation r 0 x :0" Hex -Head Bolts (2 Regd.) &Washers Each Face, 4 Regd.) INSTALLED ELEVATION fp Short Timber Brkuvy. Post, Post Mount Cap, & Steel Tube Foundation —� 0),,," 0x 1%" Button -Head Bolt (No IlVasher) Transverse Cable Stud Mount i Short Timber Brkuvy. Post Soil Plate (On Tube [r/ Steel Tube Foundation � " 0 x 10" Hex -Head Bolts (2 Regd.) (Washers Each Face, 4 Regd./ Short Timber Brkuvy. Post C /g" D X I0" & Steel Tube Foundation Button -Head Bolt Buffer End Unit (Bend to Fit) Edge Of 2" Misc. Asphalt Pavt. /" 0 x 1/" Button - Head Bolt (Typ.) (8 Rego. Per Splice) Special End Shoe Partial Cable Assembly (See Note 4) Cable Archon Cable Assem. Plate Assmii. Short Timber Brkuvy. Post Inside Steel Tube Fdn. (T%p) Soil Plate (Ty,o.) VV-Beam 0 x (/a' Hex-Hea Bolt & Rect. IlVasher INSTALLED PLAN CRT END TREATMENT ASSEMBLY Face 0f 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 0 ,5, sec Sheet 24. S. MATERIALS. Use steel End Shoes, Plates, Tubes, and pipes in accordance with Specification 967. 4 PMRTIAL CABLE ASSEMBLY: The Partial Cable Gssembly is s milar- 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 Transverse Cable Stud Mnu t a shown, and secure it aith the ,Hex Jam Nut System as defined on Sheet 10. ja'x2/' Post Bolt Slot -0/ 'x3" Slot (Tyr.) (B Regd.) Midspan Pane Lap Splice CRT Post i0ee Sheet 12) - /44 /, ELEVATION PLAN SPECIAL END SHOE Post Cap & Steel Plate Panel Bolt Hole (12"x4"x/") /, 44" 0 Panel Bolt Hole 10" NPS Sch. 40 ELEVATION 0 A. Steel Plate & Pipe 10" NPS Sch. 40 %q" 0 Panel Bolt Hole (12"34"xiK) @ X," Steel Plate & Pipe PLAN Steel Plate 12"x 4"x3/ ") Short Timber Brke' Post Steel Plate �� fL Post & Post Cap VV-Beam Panel "3_0%' 0x 1/, Button -Head Bolt (No bVasher) INSTALLED SECTION POST MOUNT CAP 6 Trans. Cable Stud Mount: ¢ Square Steel Tube, Steel Plate, & 1 /E` 0 Cable Stud Hole V" 0 Hole 5. SPECIAL END SHOE MOUNT: Punch a /' 0 hole in the IN -Beam Panel as needed to se the Special End Shoe with the /" 0 Hex -Head Bolt. Galvanize hole per Specification 562.r 6- FOUNDATIONS- Install Stool Tubes with attached Soil Plates by either- of the tolldviing methods. .a. Excavate, backfill, and compact material to ,provide trill passive soil resistance to all surfaces of the tube and soil plate. b- Drive the steel tube and soil plate as a ',inglo unit using a dummy timberpost to prevent damage to the breakaway post. 7. END DELINEATOR. Mount retro eflective sheeting to the approach face of the Buffer End Unit in accordance v th Specifications 536 and 967. Square Steel Tube Square Steel Tube (R x2h_x2/x%") Trans. Cable Stud INount Steel Plate to Steel Tube 0/, fy Square Steel Tube, Steel Plate, & 1 /E' 0 Cable Stud Hole ELEVATION PLAN 7j' Bolt Hole Steel Tube Foundation %" Bolt Hole Steel Tube Foundation Steel Plate (2/"x2/.xr/,") TRANSVERSE CABLE STUD MOUNT END TREATMENT - CONTROLLED RELEASE TERMINAL (CRT) SYSTEM LAST REVISION 11/01/19 00 0 DESCRIPTION: FDCIT STANDARD PLANS FY 2022-23 GUARDRAIL INDEX 536-001 SHEET 11 of 24 Principle Roadway (Typ.) 0mit Bolt (See Note 5) sP anel H VV-Bean, Panel Begin/End CRT 8 Ft. R. Sta. General Guardrail 4' Standard Post & urrse( Bloc, m n Min. Clear Area Limits L= 25-0" Mirlsoan Panel Splice (Tyo.) CRT Post 0 6-3" Sp. (Typ.) (5 Regd.) 8 FOOT RADIUS CRT SYSTEM PLAN VIEW Face of Guardrail Match Line (CRT System Plan I%ierv) CRT Post Face of Guardrail CRT Eno' Treatment & Begin/End Guardrail Sta. Match Line (CRT Syslem Plan View) CRT Post CRT End Treatment Assembly iSee Sheel 11) CONTINUING OPTION END TREATMENT OPTION CONNECTING DETAIL NOTES: 9,-4/o VV-Beam Panel Begin/End CRT 16 Ft. R. 5ta. General Guardrail Midspan Panel Splice (Typ.) CRT Post rU; 6'-2' Sp. (TYp.) (6 Regd.) 16 FOOT RADIUS CRT SYSTEM PLAN VIEW CRT SYSTEM SUMMARY TABLE: 9'-4 VV-Beam Panel ieids,pan Panel Splice (Ty,o.) CRT Post g, 6-3" Sp (T'/p.) (8 Regd.) 24 FOOT RADIUS CRT SYSTEM PLAN VIEW RETURN RADIUS (FT.) LENGTH OF SHOP -BENT PANELS) (FT.) 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 14IN- CLEAR AREA: Keep the area behind the CRT tree of fixed objects and aboi eground 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: 1aintain grading on the roadway side of the guardrail taco at a maximum slope et 1J0. 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 .4adiu9 CRT System only, do not place a panel -to -,post mount bolt at the center- CRT Post (omit the 9 Button -Head Bolt only at the location shown). 6. SHOP -BENT PANELS: Install Shoo -Bent panels) where indicated using 12-0" or 25'-0" IN -Beam Panels. Splice at post locations within the CRT raoiL, using the General configuration of y" 0 Button -Head Bolts (8 rega'per splce). 7 GENERAL GUARDRAIL: General Guardrail typically includes Panels and Past Spacing as shovrn on Sheet 2, including ,parallel and tapered segments. Approach Transitions, Low -Speed Guardrail, or Reduced Post spacing Guardrail segments may be su bsti tinted for the General Guardrail shown her if indicated in the ,plans. Begin/End c9T 24 Ft. R. Sta. General Guardrail 6" Nolo. 3/o 9 Bolt Hole 3/ d Hole CRT POST ELEVATION (6"x8" Nom. Timber) ees Midsipan Panel Splice (Typ.) CRT Post @ 6'-3" Sp. (Typ.) (10 Regd) Finish Grade Bcglrnd G�R 9'-4/ Ft. /ER. Sta.T VV-Beam Panel General Guardrail Standard Post & Ousel Block Min. Clear Area Limits 32 FOOT RADIUS CRT SYSTEM PLAN VIEW Face of Guardrail 2" I'li,. Asphalt Pant. fy IAy-Bean, Panel & .X' 0 r 10" Button -Head Bolt 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� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 12 of 24 TL-3 Apprh. Trans. & Begin/End Guardrail Sta. 5plice Rectangular Washer (Over Panel Face) (Typ.) (12 Regd.) Rigid Barrier (Single -slope Thrie-Bean, Shape Shown) , Terminal Connector Oo 0 7%" Begin/End Rigid barrier Sta. 'LA Length of Approach Transition = 30'-75' (TL-3) Direction of Traffic 126' Thrie-Beam Panel (Nested) (12 Gauge) fp Button -Head Bolts (POSE INount) (Typ.) %" 0 x 16" L� Splice Holes .Hex -Head Bolts & %a" 0 x 2" (Typ.) (5 Regd.) Button -Head (See Sheet 17) Bolts (Typ.) Standard Post (Typ.) S' TL-3 Apprh. Trans. & Begin/End Guardrail Sta. Rigid Barrier NOTES: Post Spacing Thrie-Bean, Offset Block With 1-61' Height (T)p.) (See Note 6) Alignment Curn 5 Sp. @ P-6y,' Curb Top Curb Lip Curb Bottom 6'-3" Thrie-Beam Transition Panel uV-Bean, (10 Gauge) Ol rsei Block (Typ.) 12'-6" W-Beam Panel (Nested) (12 Gauge) Constant Slope (Varies by End Trans. Option) (See Note 4) 4 Sp. ,c 3'-7 14" General Guardrail Or Approach Terminal Assembly (Per the Plans) End Trans. of Curb 2 Sp. TO 6'-3" Curb Liu and/or Finish Grade Elevation (Varies by End Transition Option) (see (Vote 4) 7711 I'll C Standard Past (Typ.) TL-3 APPROACH TRANSITION INSTALLED ELEVATION Parallel Guardrail (Offset Parallel to Traffic Lane) 28"-1 /" Edge of 2" I,I isc. 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 INax.) (See (Vote 3) L I 1 gid B-arrie- Rigid Idr. Line End T __Note 7) (see Note 5) �I 8a rrer h r ar si lion (5 Alignment Curo Face of Guardrail (See Note 61 9'-4F" Curb Transition 7. INSTALLATION: Co, shvct 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, 527-404, and 527-405. 2 SECTION VIEWS & DETAILS' For cross sections and details, Incluav ng the barrier 11101Inti7p 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 Curb Transition to FIush Shoulder fro', 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 'FI, sh Shoulder Option'). See 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_ Sec Concrete Barrier, Index 521-001, and Traffic Railing, Indexes 521-422 and 521-428, 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 midspan of the Thrie-Beam Transition Panel and for all other- IA/ -Beam locations shown herein, use the VV-Beam Offset Blocks with 1'-21' height. E Flush Shoulder (Shown) (For Curb Connection Options, See Noie 4) Direction of Traffic 7. OFFSET: The required offset difference between the Face of Guardrail and Rigid Barrier Shoulder Line is considered negligible and may not be shown 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' 8. 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 2 0 DESCRIPTION' FY 2022-23 F—gym— STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 13 of 24 'LA Length of Approach Transition = 30'-74" (TL-3) TL-3 Apprh. Trans. & Begin/End (5:c Not: 3) Parallel Guardrail Tapering Guardrail (1:15 Nax.) Parallel Guardrail Guardrail Sta. 74" 22'-1/i" Addrtiona1 Offset Block (ry,o.l Edge of 2" Misc. Pact. (See sheet 6, "Adjacent to shoulder Gutter") Edge of 2" Misc. (If Applicable) o Asphalt Pavr. - Asphalt B F Curb raper 10" (Alin.) ■ Z Back of Curb (Linear) § _ kk ■ ■ ® ® ®® ® ■ ■ 1p Back of - ry - Shldr. Gutter �� Rigid Barrier Curb Lip Face of Guardrail Rigid Barrier Shldr. Line o ry II A B D Alignmerd Curb curb Taper (Linear) F Curb Transition Curb Lip C. (Front of Shld . Gutter) Shoulo'er Gutter 18'-1-'U" 9'54%" TL-3 APPROACH TRANSITION Direction of Traffic TL-3 Apprh. Trans. h. CONNECTION LA' Length of Approach ' each Transition = 30-7c/ ' a' (TL-3) WITH 'SHOULDER GUTTER' - PLAN VIEW Begin/End Guardrail Sta. Z (Sec Note 3) Parallel Guardrail Tapering Guardrail (1:15 I'4ax.) Parallel Guardrail 7y" 28'-1-'/g" (See Sheet 6, "Adjacent to Curb") Edge of 2" Iclisc Asphalt Pavt. Edge of 2" Ali,. Asphalt Pact., 7I G HI� Back of curb b raper g g g g 4 4 V 4 ■ ■ ' ■ ■ ■ ■ / (Linear) ■ _ _■_■_■_■_■_■ ■ ■ r Rigid Barrier Curb Lip Face of Guardrail Back of Curb N 8 Alinement Curb G Curb Transition Curb Lip (Front of / Type F Curb) Typo F Curb 1 B'-1 A" 9.-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 wirhin'LA', see the elevation View on sneer 13. The curb APPROACH TRANSITION CONNECTION details will differ depending on curb option required. TO RIGID BARRIER - GENERAL, TL-3 CURB CONNECTIONS LAST REVISION 11/01/19 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) (Tvp.) (12 Regd.) Rigid Barrier (Single -Slope Thrie-Beam Shape Shove) Terminal Connector Begin/End Rigid Barrier Sr. 'LA' Length of Approach Transition = 21'-3/, (TL-2) Direction of Traffic -1/ Thrie-Bean ( O Gauge) %" 0 x 16" �� Splice Holes Hex -Head Bolts & s/3" 0 x 2" (TVP) (5 Repd.) Button -Head (See Sheet 17) Bolts (Typ.) Standard Post TL-2 Apprh. Trans. & Begin/End Guardrail Sta. Rigid Barrier Post Spacing 6'-3" Thrie-Beam Transition Panel (111 Gauge) [v Button -Head Bolts (Post Mount) (Typ.) Alignment Cure 11 VI -Beam Offset Block Curb To). Curb Lip Curb Bottum 3 Sp. Begin Trans. of Curb 12'-6" IN -Beam Panel (Nested) (12 Gauge) Constant Slope (Varies by End Trans. Option) (See Note 4I 2 Sp..5 6'-3" Low -Seed ail Or Approach Terminal Assembly (Per the Plans) Curb Lip and/or Finish Grade Elevation aries by End Transition Option) (See Note 4) TL-2 APPROACH TRANSITION INSTALLED ELEVATION Parallel Guardrail (Offset Parallel to Traffic Lane) Taper- to Guardrail Offset Per the Plans 7%" 18'-9" Edge of 2" 14isc. Asphalt Pavt. 1 Back of Curb Standard Post (Typ) 1 (If Required) (110 1'5 .) (See Note 3) Rigid Barrier - End Transition (See Note 5) 9'-41/2" Curb Transition Rigid Barrier Alignment Curb Section S,hldr. Line ('Flush Shoulder Option' Shown, see Note 4) (See Note 6) 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. Fore ample 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 I- r mounting 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 indicated 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. 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 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'). see Sheet 16 for additional curb options and Sheet 17 for curb shape details. 5. RIGID 54951ER END TRANSITION: Taper Lhe P.gid Barrier toe as shown. See Concrete Barrier, Index 521-001, and Traffic Railing, Index es 521-422 and 521-428, for details. 6. OFFSET: The required offset difference between the Face of Guardrail and Rigid Barrier Shoulder Line is considered negligible and may not be shown in the guardrail of cahoots in the plans. A consistent guardrail offset deviation of up to 4 inches outside of Lhe Rigid Barrier Shoulder Line is permitted over the length '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 road be substituted for the General Guardrail shown herein if indicated in Lhe plans. APPROACH TRANSITION CONNECTION TO RIGID BARRIER - LOW -SPEED, TL-2 LAST REVISION 11/01/19 DESCRIPTION: FY 2022-23 F—gym— STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 15 of 24 TL-2 ,9 proach Trans. & Begin/End Guardrail Sta. 'LA' Length o Approach Transition = 21'-3%" (TL-2) 7y Rigid Barrier TL-2 Approach Trans. & Begin/End Guardrail Sta. NOTES: N (See NOLe 31 Parallel Guardrail Aodi tional Offset Block (Typ) Edge of 2' Nisc (If Applicable) Asphalt Pavt Back of Curb Curb Taper (Linear) Curb Lip Face of Guardrail Ali9nIll ent Curb 8'- 94" Curb Taner (Linear) Curb Transition -4(6 F Tapering Guardrail (1 10 INa,e) Edge et 2" INi,. Asphali Pay('. Parallel Guardrail (See Sheet 6,"Adjacent 10 Shoulder Guiler"/ 10' il9in.) Back of Shldr_ Gutter - Rigid Barrier Shl o'r. Line Le' Length of Approach Transition — 21'-3'4' (TL-2) TL-2 APPROACH TRANSITION WITH 'SHOULDER GUTTER' CONNECTION - PLAN VIEW (See NULe 3) Parallel Guardrail Tapering Guardrail (1:10 fear() C. b Lip (Front of Shl o'r. GuLLe) 5houla'e" Gutter Direction of Traffic Parallel Guardrail Edge of 2" Wise. Aphaalt Pavt. Back of Curb 18'-9 Curb Taper (Lineal-) (Sec Sheet 0,"Adjacent to Curb") Edge or 2' Wise. Asphalt Pavt. Rigid Barrier Curb Lip Face of Guardrail Back of Curb ry Alignment Curb 8'- 9'/n" 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 (Front of Tppe F Curb) Direa(ion 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 4,4" 0Bolt Holes (2 Repo'J m rs/,;' 0 Bolt Hole (Ty o.) (7 Regd.) ELEVATION 3" 10 Gauge Steel . � F PLAN /' 4/ 3' / o2Y' Post Bolt Slot (TIp.) (' fk Terminal Connector & n1, 0 Bolt Hole ,, ol%a' Splice Slot Rotated 50° (Typ.) (12 Regd.) THRIE-BEAM TERMINAL CONNECTOR DETAIL Thr'ie- Bear'n Panel Curb Shoulder L p (1:10 Max.) Rigid Barrier Single -Slope Trail is Railing Shown, 6unci ete Barrier Similar) Top of Curl (T} 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) 0 IN -Beam anel Curb Shoulder Lip (1:10 Max_) Flattened Alignment Curb (Terminating Section) 2' Asphalt Pahl. (1:10 1'4 ax.) SECTION E-E END TRANSITION FLUSH SHOULDER OPTION �Zs" 0x 16" Hex -Head Belts & 1" 0 Holes Sp. 3r7c" (See General Note 5) (5 Rego'.) Thrie-Beam Terminal Connector Rigid Barrier (Single -Slope Traffic Railing Shown, Concrete Barrier Similar) Back Plate (21"x121'xy") See ',NOTE Filler Plate B" x8" x 1 r;z") (Omit for" Barriers with a Flat Back Face) SECTION A -A RIGID BARRIER TERMINAL CONNECTOR MOUNT "NOTE: For locations nithin 4'-0' of a sidewalk or shared use path, trim bolts down to within %" of tighlend nut Delorn, exposed Eh, each File down sharp edges and burrs. Thrie- Beam Panel Curb Shoulder- Lip (1:10 Max) Alignment Curb SECTION C-C ALIGNMENT CURB (Intermediate) 0 I;V-Beam Curb Shoulder Lip (1:10 Max.) Shoulder Gutter Offset Block (1'-6" Height Block fur General, TL-3 Approach Trans., Shirr Dashed) 2" Misc. Asphalt Pav E. (1:10 I'4ax.) A0'dltlonal Offset Block 2" 1'4isc. Asphalt Pavt. (1.10 INax.) 1' (Single -slope) 216"(F-shape) SECTION F-F END TRANSITION SHOULDER GUTTER OPTION CURB TYPICAL SECTIONS BACK PLATE Ill atch Slope of An'j orning Traffic 6' Railing Face ro 0 1/ Steel FILLER PLATE R = %j (Typ.) (Top Corners) Single -Slope Barrier, 2'-1' Concrete 1See Note 9j F-shape Barrier ALIGNMENT CURB SECTION W-Beam Panel Curb Shoulder Lip (1:10 Max.) Alignment Curb Offset Block (Typ) 2'I'lo Asphalt Pavt. (1:10 IIAaxJ SECTION D-D BEGIN TRANSITION (End Alignment Curb) OW -Beam Panel Curb Shoulder Lip (1:10 Max.) Raised Curb (Type F Shown) 2" I'4isc. Asphalt Pavt. (1:10 Max.) 3/' (single -slope) 5'(F-Shapc) SECTION G-G END TRANSITION RAISED CURB OPTION Align Begin Transition (Section D-DI FLUSH SHOULDER OPTION Begin Transition (Section D-DI Begin Transition (Section D-DI SHOULDER GUTTER OPTION RAISED CURB OPTION 444 End Face End Transition (Section E-E) Shoulder- Gutter Cross Section Encl Tra', surd, (Section F-F) x2F" for F-Shape Barrier Raised Curb Cross Suction (Type F 517011,1) End Transition (Section G-G) CURB TRANSITION ISOMETRIC VIEWS NOTES: 1. PLAN AND ELEVATION VIEWS: Work with Sheets 13 thud 16. 2. END TRANSITION OF CURB OPTION. Install one of the three End Transition types shown 'r Section E-E as indicated by the plans. 3. GRADING BEHIND POSTS: Place Slope Break a Mrn. 2'-0" behind the post, per Sheet 6. 4. MATERIALS & CONSTRUCTION. Construct the concrete Aligning Curb and Curb transition in accordance with Specification 520. Use steel Plates and Thrie-Bcam Terminal Connectors with Specification 967. APPROACH TRANSITION CONNECTION - DETAILS LAST REVISION 11/01/20 DESCRIPTION: FDI*STANDARD PLANS FY 2022-23 GUARDRAIL INDEX 536-001 SHEET 17 of 24 Approach Trans. & Begin/End Double rE splice Fared Guardrail Sta. --o_Pff Begin/End Rigid Barrier Sta. 'LA' Length of Approach Transition = 30'-7/" 25m0" Thrie-Beam Panel (12 Gauge) ¢ Splice Holes & rya" 0 x 14" Button -Head Bolts (Typ.) \__ 2m6" Thrie-Beam Panel (Approach Side Only) 6-3" Thrie-Beam Transition 12'-6" V/-Beam Panel (Nested) Double Faced General Guardrail fL Hex -Head Bolts (Barrier INount) (Ty,p.) ti Offset Block (12 Gauge) (Nested with 25'-0" Panel) [r Hex-Hsad Bolts I✓ (Post Mount) (TVp.) (10 Gauge) -Roam Offset Block (12 Gauge) Or End Treatment (Per the Plans) ._ ___... Terminal Connector —y �^ i illirl _— _ Asphalt Past. 1 j" 0 x 15" Rigid Barrier Barrier End Trans. Hex -Head Bolts (Median (Tapered Too) (TO.) (5 Regd.) Barrier Shown, (See Mote 2) TrafficRailing similar) 3igid Barrier (Median Barrier Shown Traffic Railing Similar) Standard Post (Tpp.)� Posi Spacing 5 Sp. P-6--4' 4 Sp. 2 5p. L, 6'-3" Offset Block (Typ.) G TL-3 DOUBLE FACED APPROACH TRANSITION INSTALLED ELEVATION Guardrail 0((seL Pal allal to Traffic Lane - 27'-bVe Taper to Guardrail Offset Per the Plans Standard Offset Post (Top.) Block (Typ.) Edge of 2" Misr. / Asphalt Past. Face of ' Direction of Ti a ffir Guardrail (1f .Required) (1:15 INax.) (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 connections to adjacent guarrlr..ril, w a t..r per to .a differing guardrail offset may be required. If the adjacent guardrail has the same offset -s the Approach Transition segment, then no taper is required.. 2. THRIE-BEAM TEP,II ANAL CONNECTOR: See Sheet 17 for Details. The installed bolt's threaded portion is not permitted to extend beyond 9q" 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 shown on Sheet 2, including parallel and tapered segments. End Treatments or Reduced Post Spacing Guardrail segments may be substituted for the General Guardrail shown herein if indicated in the plans. FI G TYPE F-F SECTION 5" 1 4' TYPE G-G SECTION TRIMMED STD. OFFSET BLOCKS TIMBER POST ALIGNMENT WIDTH Edge of 2" Misc. Face of Asphalt Past. '1.arnrail TL-3 DOUBLE FACED APPROACH TRANSITION INSTALLED PLAN 4 4/" r--1 r---1 Button -Head Bolts TYPE F-F TYPE G-G SECTION SECTION TRIMMED STD. OFFSET BLOCKS STEEL POST ALIGNMENT WIDTH "" 0 x 24" Thrie-Beam Panel (Trailing Side) Median Rigid 2" Misc. Asnhall Concrete Type F-F Trimmed Std. Offset Block (Typ) %"dx 26' (Timber- Posts) or 24" (Steel Posts) Button -Head Bolts Thrie-Beam Nested Panel Thrie-Beam (Trailing Panel Side) (Approach Side) 1'dedian Rigid SECTION F-F Type G-G Trimmed Std. Offset Block (Tvp.) (Use Timber Post or Steel Post Alignment Width as Regd) SECTION G-G Nested Thrio-ecam Panel (Approach Side) Barrier End Transition (Typ.) (Each Face) APPROACH TRANSITION CONNECTION TO RIGID BARRIER WITH DOUBLE FACED GUARDRAIL LAST REVISION 11/01/19 2 0 DESCRIPTION: FAT FY 2022-23 STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 18 of 24 Direction Of Tratflc Direction Of Trattic Begin/End Rigid Barrier Sta. Rigid Barrier Edge 0/ Traffic Lane (With I'Yedian) (2-11VaV. No INeclian) J Begin/ End Guardrail 5ia. '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) Shoulder Line ar Ta Face of Guardrail RIO Barrier Approach Trans. Begin/End H Id Taper Segment Approach & Begin/End' Taper Sta. S (if Applicable) Begin/End Terminal 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/End Rigid Barrier Sta. Rigid Barrier J Begin/End Taper Sta. 'LA' Length of Approach Transition Crossover Segment Per the Plans Begin/End Double Faced Guardrail Sta. Std. Guardrail Trans. To Crash Cushion Shoulder- Line Shoulder Line (If Applicable) (See Index 544-001) IdldH ld® H Id Riyrc! ® March Line Linear Ta. Barrier Slope Flared' End Unit (See Note 6) Apprh. Trans. et Face of Guardrail End Tr'eatrreni (option 11 Begin/End Face of Guardrail Guard (See & Begin/End Taper Sta. C.C. Note 8) Double Faced' Guardrail 5ta. End Double Faced Panels Read. 'LD' Length of Double Faced Guardrail Panels Media, Be /End Begin/End Rigid gill gin/End Double Taper Sta. Faced Guardrail Sta. Barrier -_ 14„ Taper Segment 'LE' Length of End Treatment Shoulder Line Direction of rrafriet----___ (Double Faced) TYPE 6 APPROACH TO RIGID BARRIER - PLAN VIEW L CROSSOVER GUARDRAIL FOR MEDIAN SHOULDERS ONLY warm Line �� Face of IN -Beam Bridge Abuimenl 3'-0" 6' DUAL BRIDGE APPROACH CONFIGURATION End treatment (option 21 Double Faced (Mirror Horiz. and Vert. for Opposite Direction) Approach Ter.-,indl J NOTES: Q Panel & 6' A" 0 Button- 1. INSTALLATION: The Plan Views shown are schematic only, shovuing example georneirr for Connecting 6. LENGTH OF DOUBLE FACED GUARDRAIL PANELS, 'La (FOR TYPE B APPROACH): 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 Guardrail, Begin/End Rigid the Extend the longer than the dimension 'LD' for the with plans, where stationing and offsets 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 Solt hole. N and 521-405. Install a Flared End Unit where shown, as defined on Sheet 9. Std. Pop & 2" Misc. Asphalt 2. GENERAL (OR LOW -SPEED) GU.,RORAIL SEGMENT: Const-r Ct this segment if show, in the plans. For the Offset Block Ravi. (1:10 Max.) case 'there this segmenrt's offset differs from the Approach Transition offset, linearly taper the 7. END TREATMENT OPTIONS (FOR TYPE B & C APPROACH): For Double Faced applications use either a guardrail between the Begin/End Taper Stations 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 Poion, neeMe 1:/0 adjacent grading reouRenlentS for Approach Terminals as ShOVVI1 on Sheet For the phones( le,glir case or a direct -o rneciieh beitueen the End Treatment and the Approach 8. SECTION H-H Trans t on, this 5tijetheet may be om tted as shown inth plans. BRIDGE ABUTMENT 8. SLOPE GUARD: Where indicated in the plans, install a Guardrail segrreni between bridge approaches �. S testa the applicable par ransitron as shown per an offset from the rl e abutment's Slope Break s shown Install posts at the en bolt pots o the SLOPE GUARD - in the plans. fp r 8 m r a Sin is needs t4 correctly 1 rniysr -, between Sheets 13 thru ]b. where called for panel system Use oust spacing of either ] h DI'b 7 7 a (Between Bridges) barriers. s c system may also be lengthened to fit b/ installing o Rounded r Units as droned on 4. LENGTH OF END TREATMENT LE: Install the 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 cons( ruciion details. 5. CROSSOVER GUARDRAIL (FOR TYPE B APPROACH): Install the Crossover segment tapering linearly from LAYOUT TO RIGID BARRIER - the Begin Taper Sta. and offset to the End Taper Sta. and offset OS shoed ied in the plans. APPROACH ENDS LAST REVISION 11/01/19 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. --di__ Rigid Barrier Rigid 'LA' Length of Approach Transition Face of Guardrail Linear Taper General (or Low -Speed) Guardrail Segment Per the Plans (If Required) Shoulder Line Begin/End Double Faced Guardrail Sta. Std. Guardrail Trans. To Crash Cushion (If )Ipplicable) (See Index 544-001) Ap("h. Trans. & Begin/End Double Faced Guardrail Sta. NOTES: Begin/End Taper Sta. Direction of Traffic 1 See the applicable (Votes on Sheet 19. Taper Segment (If Applicable) Begin/End Taper Sta. Face of Guardrail TYPE C APPROACH TO RIGID BARRIER - DOUBLE FACED GUARDRAIL PLAN VIEW - MEDIAN SHOULDERS ONLY (Mirror Horiz. and Vert. for Opposite Direction) I1Iat h End T -toert (Option ]) Typical Section C.C. Begin/End Double Faked Guardrail Sta. 'LE Length of End Treatment (If Applicable (See Sheet 6) (Double Faced) �13trn , End Treatment zi (Option 2) 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- General (or Low -Speed) Guardrail Segment Per the Plans (If Required) Begin/6, Guardrail Sta. 'LT' Rigid Ba rrrer Trailing Trans. & Begin/End Guardrail Sta. NOTES: Begin/End Taper" Sta. Taper Segment 1[f epipiinable) 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. Sec the applicable Notes on Sheet 19. 2. LENGTH OF TRAILING ANCHORAGE, 'LP. Install the Trailing Anchorage as shown on Sheet 9, where 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 Trailing Anchorage Trailing Anchorage (Flared End Unit Shown, Round End Unii Similar') Rigid Barrier (Single -Slope Shape Shown) Thrie-Beam Tel Connector Trailing Trans. & Begin/End Guardrail Sta. Direction of Traffic 6'-3" Thric-Beam Transition Panel General Guardrail 7/4" 'LC' Length of Trailing Connection %" 0 x 15"Splice Holes Hex -Head Bolts & 5' fl x 1 / (5 Res 1.) (Ty,u.) Button -Head (See Note 3) Bolts (Tpp.) Standard Post (Ty,o.)s't TTt 2" 17isc. 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 Panel 1�^ 12'-5%" 5'-11>" y" x(Vs" Splice Rect. Slot (Typ.) I27 '%s'x'yk' Splice Bolt Hole (Typ) .t ti C6x�4.2 Steel Channel �� 2"0!E' Post Bolt Rect. Slot (Typ.) PANEL ELEVATION %," Space (Typ) Standard Post (Typ.) (At General 6-2" Sp) %" 0 Button - Head Bolt (Typ.) i Panel P Splice Bolt Holes and 510t5 2 Panel & Post Slots Direction of Traffic Face Roadway Panel Splice Plate (Ty p) (Back Face Of Panel) (Between Panel & Pest) INSTALLED ELEVATION G 13-1. "@x 2" Hex -Head Bolt (Typ.) (4 Read. Per Splice) CHANNEL SECTION RUB RAIL 2 7'4" Sleeve Section 10 Gauge Steel Plate See Detail "A" Vs" Splice Solt Hole (Typ) 3/q"x2y" Post Bolt Hubs (Typ.) PANEL ELEVATION See Detail "3" PANEL PLAN Standard Post (Tsp.) (At General 6'-3' Sp.) %" O Button- Panel Head Bolt (Typ_) INSTALLED ELEVATION Rub Rail Standard Post (Ty p.) End Rub Rail (See Note 4) "v x 14" Button -Head BOIL (Typ )(2 Reau'. Per Splice) C6x3.2 Steel Channel SECTION A -A (Panel Typical) Splice Belt Holes and 51ots Panel Post 51 ot6s. '%6'x'%6' Splice Bolt Hole (Typ.) h" Steel Plate 2"x'Vn," Splice Pert. Slot (Typ_) 2")'%,;' Post Bolt Rect. Slot (Typ.) SPLICE PLATE ELEVATION " Direction of Traffic BENT -PLATE PANEL RUB RAIL Approach Tel General Guardrail Face of Guardrail Length of End Treatment 'LE' Direction of Traffic RUB RAIL TERMINATION - SCHEMATIC PLAN VIEW Panel Steel Plate 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 as shown on 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). 11 here Double Sided Rub Rail is called for, thread the Button -Head Bolt through the Post Bolt Holes) and the panels on either side, and tighten the net against the taco 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 Posts Rub Pail Solt Hole as defined on Sheet 5 3. MATERIALS: Use steel con'rpunents in accordance with Sp(cifi cation 967. 4. END HUB RAIL For Single Sided Rub Rail, terminate the run of Rub Rail by bending the ,panel behind the post and scarring i n ,place (as shown)_ For Double Sided Rub Rail, terminate the tons of Rub Rail on their respective front tare of the ,post and secure with the typical Button -Head belt, RUB RAIL DETAILS LAST REVISION 11/01/19 DESCRIPTION: FDOT STANDARD PLANS FY 2022-23 GUARDRAIL INDEX 536-001 SHEET 21 of 24 See "Mount Section Detail" Face of Guardrail (TYPJ Offset Block Steel Post GENERAL PIPE RAIL SECTION %" //" 4" Galvanized Stool Plate Q/a"0 Bolt Hole ca %' 0 Bolt Hole General Pipe Rail 6-3" Pipe Rail End Segment - See "Mount Elev. Detail" 2" NPS Pipe Rail 34" VV-Beam Panel (Thrie-Bea m Panel Similar) Mount Bracket (Post Bolt Space) 5rnooth Pipe Send (R=4" INin.) 4y"0x 34" Hex -Head Bolts �, l End Fixture Steel Post PIPE RAIL INSTALLED ELEVATION (End Segment Shown) 2" NPS Pipe Rail Steel Post "nx3' Hex -Head Bolts , Begin/End Pipe Rail Sta. Post Bolt of � Terminal Post End Fixture "0 x7" Hex -Head Bolt Terrnirial Post (Tir'nLer Post Shown, Steel Post Similar) Timber Post Face of Guardian fount Bracket Steel Post PIPE RAIL INSTALLED PLAN END AT TIMBER POST OPTION 2" NPS Pipe Rail fL Pipe, 40'0 x3%" Hex -Head Bolt & %' 0 Bolt Holes fp / 0 x 2" Hex -Head Bolt & 4" k Bolt Hole, Steel Post Flange MOUNT SECTION DETAIL fL Post & F" 0 x7" Hex -Head Bolt Steel Post ¢W0 x2" Hex -Head BOIL End F xture ELEVATION Face of Guardrail �r a"0 Bolt Hole SECTION MOUNT BRACKET DETAIL PIPE RAIL INSTALLED PLAN END AT STEEL POST OPTION 57'6" NP5 &a/y"0 Bolt Holes ELEVATION 1/ Galvanized Steel Plate Steel Plate & 1%" NPS 1 NPS X" 0 Bolt Hole ITyp.) C Steel Plate & NPS SECTION END FIXTURE DETAIL C1' NPS '- 0 Bolt Hole 2" NPS Pipe Pail Mount Bracket Steel Post Flang PLAN h"px34" Hex -Head Bolt / 0x 2' Hex -Head Bolt MOUNT ELEVATION DETAIL (Back View - Mirrored) fg Steel Plate & 2f' 0 Bolt Hale MOUNT ISOMETRIC CUT -AWAY NOTES: 1. GENERAL: Install General Pipe Rail Where indicated in the ,plans or when existing sidewalks or shared use paths e lusted less than 4-0" from the back of Steel Posts as shown on Sheet 6. 2. PIPE RAIL END SEGMENTS: Place Eno' Segments on both ends of General Pipe Pail rums, with End Fixtures mounted to Terminal 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 Pipe Rail into a continuous System_ Place splices as ceded, at a s,oacing of 16-0" or greater. Orient hhe head of bolt on the top of the pipe. Pipe Rail Gap (0' Max.) 1f" 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 6 Steel Section (W6X8.5 or W6X9) Post Plate %'' 0 Bolt Hole (Typ_) (12 Regd.) %" 0 Bolt Hole (Tpp.l (4 Regd.) Post & Plate Steel Base Plate (12"x17x I/") ISOMETRIC VIEW 05 ''0 Bolt Hole T I 3/y" 0 Rub Rail Bolt Hole (If Regd.] (T p.) 1y" (Typ) CL/ 0 Bolt Holes Steel Section ELEVATION Steel Base Plate SPECIAL STEEL POST /' 0 Adhesive - Bonded Anchor Bolts (Tyo.) (4 Reyd.) (See Note 3) Special St ocl Post 1%" (T, p.) Adjustment Nut (Typ.) v 2' 0 Recess General Post Spacing Base Plate & Structure Li- Edge Conflict (See Note 2) General Post Spacing Steel Section Steel Base Plate Top of Concrete Structure INSTALLED SECTION (Option 2, Special Post) Std. Post & Offset Block (Ty p) Option 1 1'-60 Std. Post Max. Additional Offset Bloc-k(s) (It Needed) (3 Blocks INax.)Z Permitted Ra ngc df Pnst Placement (see Note 2) ]'-600 Option 2 Max. Special Stl. Post ± % Span Special Steel Post (T05.) Edge of Concrete 51 10, ere Face of Guardrail Limit of Bolt Hole Placement (Typ.) 2 INSTALLED PLAN EXAMPLE (Curb Inlet Top Type 2 Shown) STRUCTURE MOUNTING NOTES: 1. INSTALLATION: INlerr the construction of Guardrail at the required post spacing results it posts) located atop culverts,-nlets pier footings; nr similar concrete structures, a Special Steel Post r-ay 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 6a/G' (quarter Span) from the original required spacing /ocatinn to prevent the Edge Conflict. With (he post location adjusted, use a Sid. Post mounted in soil (Option 1) or a Special Steel Post rvith its ease Plate mounted entirely on the structure (Option 2). Maintain the original required spacing locations upstream and downstream of the structure. 3. BASE PLATE MOUNT: Install Special Steel Posts as shown Long stud Adhesive -Bonded Anchor Bolts in accordance with Specification 536. Use jy" Hex -Head Bolts for str _t ores less than 9 deep as del red in the 5per Yication. 4. PANEL MOUNT TO ADJUSTED POST: Punch additional 3/4'x2/" Post Bolt Slot(s) in the W-Bean or Thrie-Beam Panel only where needed to mount the panel to a post in an adjusted location. Meet the Panel Post Bolt Slots requirements of Specification 536 5. MATERIALS: Use steel base plates In accordance with Sp cciflcation 536. SPECIAL STEEL POST FOR CONCRETE STRUCTURE MOUNT Reduced -Length Standard Post (Timber Shown) (See (Vote 2) 2 Misc. Asphalt Pavt. (If Applicable) Finish Grade Concrete Foundation (Square or Hound) Post & Foundation (Transverse & Longitudinal) INSTALLED SECTION NOTES: 1. INSTALLATION: When the construction of Guardrail at the required post spacing resultsr t()conflicting a th g underground tlit s or other undergrour,I obstructions, an Encased Post may be used where a 0 0 depth Hill avoid the conflict Install where shown in the plans and/or as needed, gi accordance with Specification 536. 2. REDUCED -LENGTH STANDARD POST: Use a Standard Post with reduced Length such that the Panel Height'H' is ari_intai ned while the post bottom terminates 3" (Nom the bottom of the Concrete Foundation. Typically. Elle Post Length L s 4 7" (or W Hearn Guardrail. 3. FOUNDATION. Use non -reinforced Class N5 Concrete material in accordance with Spec'rication 347sr( er casting the concrete, ensure the surrounding soil material is completely backfi lied and tamped to provide full passive resistance. 4 LIINIT: Encased Posts are not pernhitled for more than 3 consecutive posts. ENCASED POST FOR SHALLOW MOUNT Pinish Grade Standard Post (Steel Only) Flowable Fill (4"+7') (See Note 2) Concrete (8" Max I (TIP) 6 Post INSTALLED SECTION 7%" one ale IB Iulax.) (T h. Flowable Fill (4"_0,01 (See Note 2) INSTALLED PLAN 6 Post & / Floc able Fill Face of Guardrail NOTES: 1. INSTALLATION Wher the construction of Guar di ail at thO rayon red post spacing re sults in post(s) placed within a concrete sun face (typivall/ a sidewalk) use a Frangible Leave Out around the post base as shown. Install where shown in the plan and/or as needed, in accordance with Specification 536. Use Standard steel posts. Timber posts are not Permitted for frangible leave -outs. For the ream el 7 6" x 1 6 Leave Out, smoothly cut the existing concrete surface or fo u,o the square shape when an application has new surrounding co crate. Ensure Flowable Fill surface is smooth and even with the adjacent concrete surface 2, MATERIALS: Use Non-Excavatable Flowable Fill in accordance with Specification 121, not to exceed 150 psi. FRANGIBLE LEAVE -OUT FOR CONCRETE SURFACE MOUNT LAST REVISION 11/01/19 2 0 DESCRIPTION: FY 2022-23 F� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 23 of 24 NOTES: I. INSTALLATION: Install Barrier eta Delineators e ho„ n accordance T the plans,with Sp .. Specifications riot, .,6 arid 705 n with the f -t - d ,g as unproven on the APL 2 IiAATE 4IAL5 U -e �te Is of the e nd type clef ned for Barrier Delineators Specification r 99� 3. COLOR: Use either white or yellow retroreflectine sheeting to march the color of the nearest lane's edgehne. 4. INOUNT LOCATIONS: II,. Barrier Dehnearors atop posts - shovin, starting with Post (3) of Approach Terminals and incrementally increasing spacing towards the downstream ecrion. Install the Barrier Dehnearors at the following spacing. 51 = 25' x 1 Space STEEL �P DelineatorDelineator o o POSTS TIMBER th . POSTS Barrier i%" jr 1-4" /R' Y„" Length 'L' ELEVATION OPTION - ELEVATION 1 OPTION ,47 R-7/ 2 � PROFILE (Option 1 Shown) BUTTON -HEAD BOLT 1 Xa' 1 yq 52 = 50' x 1 Space S3 = 75' x 1 Space 54 = 100 for toe Remaining Run Additionally, lac - Barrier Delineator on Post (21 Approach MOUNT LOCATION - ISOMETRIC VIEWS S1 = 2S-0" Cont. Spacing 52, 53, 54 '%p" %c" n%o" — ELEVATION - PROFILE ELEVATION e i�` /l•J` PROFILE 1 0 Recess =—r C� /," Depth (Each Face) of the Trail ng Anchorage or on the post nearest Terran„�I theRy d Barrier. Impact 5. MEDIAN GUARDRAIL. Install retroretlectve eeti rq o Head (,:—_ n ' ( (2a (3J' [� Barrier Delineator M N N is Ba tier Delineator N both sides of the barrier delineator for Guardrail un medians. Direction of Traftx 1 f WASHER HEX -NUT BARRIER DELINEATORS MOUNT LOCATION - PLAN VIEW MEM /` NOTES: Begin/End Half Spacing sta. 1. INSTALLATION: Work these details with the Half Spacing Sp. p 3-1/" Begin/End Half Spacing Sta. `� ELEVATION PROFILE plans, where stallorong for Begno/End Half g - b 3" Reduced Post Spa. Segment b S' B gn/End Quarter Spacung are eneran d at d If requmed. General) RECTANGULAR WASHER (For CRT Terminal Connectors Where Shown - Install Over Panel Face) BUTTON -HEAD BOLT LENGTHS: H, - e r Begin/End Stations e r ,dicated r the plans u correspond exactly to pose locations in construction, extend the Reduced Post Spacing segment to the nearest post(s) before the BeginStationono'/or after the Eno' station called tor. 2. PANEL SPLICES: frip'span Panel Splices arenot required ho Transition and Reduced Post Spacingsegments, however they are required fur General segments. To place Ispan. splices in General see gments, use one Non -General panel length DETAIL Beb ,/End Spacing Quarter 'S' - HALF (AS REQD. Quarter 5ta. Spacing SPACING PER THE Sp. C% 1'-6 ELEVATION PLANS) Begin/End Spaci ng ip idspan Panel Splice Quarter Sta. Applicafion(s): Length 'L': Min. Thread Length.' P P anel Splice 1/" Full Length Steel Post Mount - Single Faced Guardrail 10" 4" Timber Post M, lit - Single Fared Guardrail 18" d" Steel or Timber Post INount Double Faced guardrail 25" 4" a ' p ced post 6'-3" 3'-]Y" dditional Tsar sition spaced R educed Post Spa. Segment 3'-1 %" NOTES. 1 Use nuts,bolts, and washers in accordance with Specification 967. 2. For Steel P,ts wrth Double Faced Guardrarl, the smole 25 Length bolt (ore bolt t u both post flanges) may be replaced with two 10 Lcrgth bolts ((Lunge). (one bolt per post anq e). 3. Use bolts listed in Table 2 in corresponding locations shown in this Index. 5/"gBUTTON-HEAD BOLT SYSTEM where required. (General) Transition ^ Transition (General) 3 LOVv SPEED GUARDRAIL Reduced Po t Spacing wit,i e - - 11 _ _ o _ Lew -Speed Guardrail c ail (12 6 post spacing), tee Reduced Spacing patte n requires a 6 3 Pace between the ]2-6" and ]r;' spaces. 4. PANEL POST BOLT SLOTS:: Fur Quarter Spacing configurations, punch addiri opal 'G xzy" Post Bolt slurs n me 9 eels drip where required for mounting and in accordance with Specification 536. REDUCED DETAIL POST SPACING —. 'S' - QUARTER (AS REQD. PER FOR SPACING THE HAZARDS ELEVATION PLANS) 'l I'Aiospan Panel Splice LAST REVISION 11/01/19 OZ DESCRIPTION: w FY 2022-23 F� STANDARD PLANS GUARDRAIL INDEX 536-001 SHEET 24 of 24 Miscellaneous Traffic Engineering Study at US 441 /SR 7/ NW 7 Avenue at US 27/SR 25 / NW 36 Street FDOT District 6 CA417 TWO 17 Extend bollards or install guardrail back of sidewalk through the northwest corner of the intersection to the Fire Station No.6 Fence. Replace light in northwest corner of intersection. Bring valve in crosswalk to grade SR 25 / NW 36 St Make EBL and WBL protected only. Add retro-reflective backplates to all signal heads. Realign eastern leg crosswalk markings and stop bar to be parallel to NB lanes. SR 7 / US 441 / NW 7 Avenue and SR 25 / US 27 / NW 36 Street Proposed Recommendations Figure 18 K I T T E L S O N H:123123353 - FDOT D6 Traffic Ops1017 - US 441_NW 7 Ave and US 27 NW 36 St Mist Studyldota collection \recommendations & ASSOCIATES Miscellaneous Traffic Engineering Study at US 441 /SR 7/ NW 7 Avenue at US 27/SR 25 / NW 36 Street FOOT District 6 CA417 TWO 17 Existing Winding Road (W1-5) Sign (approximately MP 3.464; approximately 248 feet upstream of the proposed speed feedback sign). 1 Install speed feedback sign (approximately MP 3.417). Replace lights that are out on underpass. Install speed feedback sign (approximately MP 3.172). Existing Winding Road (W1-5) Sign (approximately MP 3.135;approximately 200 feet upstream of the proposed speed feedback sign). SR25/NW36St Install Reverse Curve (W1-4) Sign (approximately MP 18.600; approximately 264 feet upstream of the proposed speed feedback sign). age - Install speed feedback sign (approximately MP 2.975). YOUR SPEED YOUR SPEED U33dS anoA 1t Replace lights that are out on underpass. Add physical barrier along reverse curves. Fix high mast arm lighting. Replace lights that are out on underpass. riCaL Install speed feedback sign (approximately MP 18.650). Existing Reverse Curve (W1-4) Sign (approximately MP 18.749; approximately 152 feet upstream from the proposed speed feedback sign). Existing Signal Ahead (W3-3) Sign (approximately MP 18.689; approximately 163 feet downstream from the proposed speed feedback sign). SR 7 / US 441 / NW 7 Avenue and SR 25 / US 27 / NW 36 Street Proposed Recommendations Install speed feedback sign (approximately MP 18.720). Figure 19 KITTELSON & ASSOCIATES WWI 23353 - FOOT D6 Traffic Ops\017 - US 441_NW 7 Ave and US 27 NW 36 St Mlsc Studyldata collection\recommendations ENGINEER'S OPINION OF CONSTRUCTION COST - Fire Station No. 6 - Guardrail Installation for Safety Eithel M. Sierra, PE - Engineer of Record Date: 12/15/2022 ITEM PAY ITEM DESCRIPTION UNITS AVERAGE UNIT COST QUANTITTY TOTAL AMOUNT ROADWAY AND DRAINAGE PAY ITEMS 1 102-60 WORK ZONE SIGN ED $0.50 14 $7.00 2 102-74-8 CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING DEVICE) FD $1.00 36 $36.00 4 110-1-1 CLEARING AND GRUBBING AC $25,000.00 0.04 $1,000.00 5 339-1 MISCELLANEOUS ASPHALT PAVEMENT TN $250.00 5.4 $1,347.50 6 536-1-1 GUARDRAIL -ROADWAY, GENERAL TL-3 LF $35.00 160 $5,600.00 7 536-85-24 GUARDRAIL END TREATMENT- PARALLEL APPROACH TERMINAL EA $5,000.00 1 $5,000.00 8 536-85-26 GUARDRAIL END TREATMENT- TYPE CRT EA $3,750.00 1 $3,750.00 9 570-1-2 PERFORMANCE TURF, SOD SY $7.50 44 $330.00 SUBTOTAL ROADWAY ITEMS= $17,070.50 10 101-1 MOBILIZATION (8%) LS 1 $1,365.64 11 102-1 MAINTENANCE OF TRAFFIC (10%) LS 1 $1,707.05 PERMIT (1%) LS 1 $170.71 CONTINGENCY (10%) LS 1 $1,707.05 ENGINEERING CONSTRUCTION COST ESTIMATE $22,020.95