Statura IntelligenceExecute off-system road construction agreement with Florida DOT for Coral Way improvements
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Fm# 445998-1-52-01 page 1 of 13 rev. 6/22 1 off-system construction and maintenance agreement between state of florida, department of transportation (“department”) and city of miami, a political subdivision of the state of florida (“city”) this agreement is made and entered into as of june 14, 2023, by and through the state of florida department of transportation,…
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Fm# 445998-1-52-01 page 1 of 13 rev. 6/22 1 off-system construction and maintenance agreement between state of florida, department of transportation (“department”) and city of miami, a political subdivision of the state of florida (“city”) this agreement is made and entered into as of june 14, 2023, by and through the state of florida department of transportation, an agency of the state of florida (the “department”), and city of miami, a political subdivision of the state of florida (the “city”), collectively referred to as the “parties.” recitals a. Upon approval of the department’s work program by the state of florida legislature, and adoption by the department secretary, the department shall complete the various projects included in the department work program; and b. Included in the department work program is project number fm 445998-1-52-01, SR 972 / coral way / sw 3 ave. [from 400 ft. W of sw 12 ave. To brickell ave.] (“project 1”) and project number fm 446003-1-52-01, SR 972 / coral way / sw 22 st. From sw 22 ave. To sw 17 ave. (“project 2”). Project 1 and project 2 are collectively referred to as the “projects.” a portion of the project 1 includes work on sw 22 st., sw 32 rd., sw 30 rd., sw 26 rd., sw 25 rd., sw 23 rd., sw 2 ave., sw 1 ave., brickell ave., in miami, florida, roads not on the state highway system. A portion of project 2 includes work on sw 21 ave. And sw 19 ave. In miami, florida, roads not on the state highway system; and c. The city is the holder of ownership rights to sw 22 st., sw 32 rd., sw 30 rd., sw 26 rd., sw 25 rd., sw 23 rd., sw 2 ave., sw 1 ave., brickell ave., sw 21 ave., and sw 19 ave.; and d. The parties agree that IT is in the best interest of each party for the department to undertake and to complete all aspects of the projects, including but not limited to, the design, exhibit "a" fm# 445998-1-52-01 page 2 of 13 rev. 6/22 2 construction, construction inspection, maintenance during construction, utilities, easements, and other associated tasks; and e. The parties further agree that IT is in the best interest of each party to enter into this agreement in order to allow the department to construct and complete the projects. Terms
now therefore, in consideration of the premises, the mutual covenants and other valuable considerations contained herein, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: 1. The recitals in this agreement are true and correct, and incorporated into and made a part hereof. 2. The parties agree that the department intends to undertake and complete the projects. The projects 1 generally includes the following: pavement restoration through milling and resurfacing; ADA improvements such as upgrading substandard pedestrian ramps and detectable warnings; upgrading pavement markings and replacing substandard signs; upgrading pedestrian signalization features; and replacing signal and lighting pull boxes within sidewalk reconstruction. Project 1 shall include improvements on sw 22 st. (sidewalk and signalization improvements), sw 32 rd. (milling and resurfacing, striping, and signalization improvements), sw 30 rd. (lighting improvements), sw 26 rd. (signalization improvements), sw 25 rd. (signalization improvements), sw 23 rd. (curb & gutter, sidewalk, sod, signage, and lighting improvements), sw 2 ave. (signalization improvements), sw 1 ave. (signalization and lighting improvements), brickell ave. (signalization improvements) (hereinafter referred to as “project 1 off-system limits”). The work within the project 1 off-system limits shall include, but may not be limited to the following (hereinafter referred to as “project 1 local roadway improvements”): fm# 445998-1-52-01 page 3 of 13 rev. 6/22 3 a) pavement restoration through milling and resurfacing, and widening; b) upgrading pavement markings and replacing substandard signs; c) driveway reconstruction; d) incidental sidewalk reconstruction and paver re-set due to proposed signalization improvements; e) signalization conduit installation, pull box installation, service point, service disconnect, loops, pedestals, and controller cabinets; and f) lighting conduit installation and pull box installation. Project 2 generally includes the following: milling and resurfacing or reconstructing the existing pavement; upgrading deficient pedestrian curb ramps; upgrading substandard pedestrian detector assemblies at the midblock crosswalk near sw 21 avenue; upgrading all broken and substandard ground-mounted signs; replacing and upgrading all pavement markings affected by construction; improving lighting at the midblock crosswalk; and reconstructing broken sidewalks. Project 2 shall include improvements on sw 21 avenue, from sta 261+14.88, 64.58’ lt to sta 261+12.42, 161.77’ lt and sta 261+14.69, 59.89’ rt to sta 261+12.94, 172.31’ rt as well as sw 19 avenue, from sta. 267+30, 53.88 rt to sta 267+46.43, 80.02’ rt (hereinafter referred to as the “project 2 off-system limits”). The work within the project 2 off-system project limits shall include, but may not be limited to the following (hereinafter referred to as the “project 2 local roadway improvements”): a) new conduits for signalization service points along sw 21 avenue; b) removal of a load center and re-connecting conduits to a proposed load center along sw 19 avenue; project 1 off-system limits and project 2 off-system limits are collectively referred to as the “off-system project limits,” and project 1 local roadway improvements and project 2 local fm# 445998-1-52-01 page 4 of 13 rev. 6/22 4 roadway improvements are collectively referred to as the “local roadway improvements.” the projects shall further include all activities associated with or arising out of the construction of the local roadway improvements. In the event that the projects requires the acquisition of additional right-of-way within the off-system project limits, the department shall acquire such right-of- way in order to complete the projects. The city shall cooperate with and shall support the department’s work efforts in these regards. The department will design and construct the projects in accordance with all applicable federal and state laws and regulations and in accordance with department design and construction standards as set forth in the department’s guidelines, standards, and procedures. The department shall have final decision authority with respect to the design, the design review process, and construction of the local roadway improvements, and the relocation of any utilities that the department may determine to be required. 3. The parties acknowledge and agree that the city will review the project design plans (“project design plans”) for each of the projects and shall submit its comments, if any, via electronic reviewer comments (“erc”). The department shall provide the city access to the erc, and the department shall use the erc to submit the project design plans for the city to review. When the department places the project design plans in the erc, the department will designate a comment due date and a response due date. The city shall submit its comments with regards to the project design plans on or before the comment due date, and the department shall respond to the city’s comments, if any, on or before the response due date. If the city does not submit its comments by the comment due date, the city will be deemed to have approved the project design plans submitted by the department. The review process for the project design plans will be deemed concluded when the department has submitted the final project design plans to the erc, and the comment due date and response due date for the final project design plans have passed, and the department has addressed all of the city’s comments that were submitted through the erc. Once the review process is concluded, the department will construct the projects in accordance with the final project design plans submitted through the erc. The city acknowledges and agrees that, during construction of the local roadway improvements, the department will only utilize the services of law enforcement officers when required by the department’s standard specifications for road and bridge construction, and no additional requirements will be imposed. No further agreements or permits shall be required for fm# 445998-1-52-01 page 5 of 13 rev. 6/22 5 production or construction of this projects. Major modifications of the approved project design plans must be submitted to the city for review. A “major modification” is any modification that materially alters the kind or nature of the work depicted in the approved project design plans, or that alters the integrity or maintainability of the local roadway improvements, or related components. The city’s review shall be within the reasonable time schedule proposed by the department, in order to avoid delay to the department’s construction contract. In the event that any major modifications are required during construction, the department shall be entitled to proceed with the modifications that are necessary to complete the construction of the projects, and shall, upon identifying the need for a major modification, immediately notify the city of the required changes prior to proceeding with implementation of the same. IT is specifically understood and agreed that any such changes during construction shall not delay nor affect the timely construction schedule of the project. 4. The city agrees to fully cooperate with the department in the construction, reconstruction and relocation of utilities that are located within the city’s right-of-way, within the off-system project limits. The utility relocations, if any, which may be required by the department for purposes of the projects, shall be done in accordance with the department’s guidelines, standards and procedures. The department shall submit the proposed utility relocation schedule to the city. Utility relocations, if any, shall be done in accordance with the provisions of chapter 337, f. S. Additionally, the city agrees to fully cooperate with the department in the removal of any encroachments or permitted improvements, and in the modification of any driveway connections, located within the city’s right-of-way, within the off-system project limits, that are in conflict with the projects, and the city hereby authorizes the department to take any legal action necessary to effectuate the removal of any such conflicting encroachments or permitted improvements, and to effectuate the modification of any such driveway connections. The department shall coordinate with the city for said removals or modifications, at no cost to the city. 5. The city agrees to perpetually maintain the local roadway improvements. To maintain means to perform normal maintenance operations for the preservation of the local roadway improvements, which shall include but is not limited to, roadway surfaces, shoulders, roadside structures, drainage, signing and pavement markers, lighting, and such traffic control devices as are necessary for the safe and efficient use of the local roadway improvements. Fm# 445998-1-52-01 page 6 of 13 rev. 6/22 6 additionally, the parties understand and agree that the department shall transfer any permit(s) required for the construction of the local roadway improvements, if any, to the city as the operational maintenance entity, and the city agrees to accept said transfer and to be fully responsible to comply with all operational and maintenance conditions of the permit(s), at its sole cost and expense. Notwithstanding the requirements hereof, maintenance during construction shall be the responsibility of the department and its contractor, as set forth in paragraph 9 of this agreement. 6. The parties acknowledge and agree that the city’s right-of-way and the improvements and structures located within the city’s right-of-way, are and will remain under the ownership of the city, and that the department will not have any ownership interest in the right-of-way, improvements, or structures located thereon or installed therein pursuant to the projects. 7. The department shall require its construction contractor to maintain, at all times during construction, commercial general liability insurance providing continuous coverage for all work or operations performed under the construction contract. Such insurance shall be no more restrictive than that provided by the latest occurrence form edition of the standard commercial general liability coverage form (iso form cg 00 01) as filed for use in the state of florida. The limits of coverage shall not be less than $1,000,000 for each occurrence and not less than a $5,000,000 annual general aggregate, inclusive of amounts provided by an umbrella or excess policy, or such other minimum insurance coverage that may be required by the department for the construction of the projects, in accordance with the department’s standards and specifications for road and bridge construction. The department shall further cause its contractor to name the city and the department as additional insured parties on the afore-stated policies, and to provide evidence of workers’ compensation insurance in accordance with the laws of the state of florida and in amounts sufficient to secure the benefit of the florida workers’ compensation law for all employees. 8. The department shall notify the city at least 48 hours before beginning construction within the city’s right-of-way. Such notification may be provided via email, to the city, and the notice requirements set forth in paragraph 20 shall not apply to this paragraph. The department agrees that the city may, at reasonable times during the construction of the local roadway improvements, inspect the contractor’s construction site and perform such tests as are reasonably necessary to determine whether the goods or services required to be provided by the fm# 445998-1-52-01 page 7 of 13 rev. 6/22 7 contractor, pursuant to the contractor’s construction agreement with the department, conform to the terms of said construction agreement. Upon request by the city, the department shall coordinate with its contractor to provide access to the city for performance of said inspections. During the construction work related to the projects, the city shall fully cooperate with any such work being performed by the department and the department’s contractors. The city shall not commit nor permit any act which may delay or interfere with the performance of any such work by the department or the department’s contractors, unless the department agrees in writing that the city may commit or permit said act. 9. Maintenance during construction within the off-system project limits, commencing as of the first date of construction, shall be the responsibility of the department’s contractor. Notwithstanding, neither the department nor its contractor shall be responsible for mowing or removing litter during construction of the projects. After completion of construction, the city shall assume all maintenance responsibilities for the local roadway improvements. Upon completion of construction, the department is required to invite the city on the final inspection of the work within the off-system project limits, and will incorporate legitimate city concerns that are within the scope of the contract into the final project punch list to be corrected by the contractor. Notice for final inspection shall be delivered via email to the city and the notice provision of paragraph 20 shall not be applicable. However, if the city does not attend the final inspection, the department shall proceed to conduct the final inspection, finalize the project punch list, and issue a notice of final acceptance to its contractor. The final inspection shall be performed and the notice of final acceptance shall be issued in accordance with the department’s standard specifications for road and bridge construction and the construction project administration manual (cpam). Upon issuance of the notice of final acceptance to the contractor, the department shall provide a copy of said notice to the city. As of the date of the notice of final acceptance, the city shall be immediately responsible for the maintenance of the local roadway improvements, and shall further accept the local roadway improvements. The department, however, shall have the right to assure completion of any punch list by the contractor. Notwithstanding the issuance of the notice of final acceptance, the city may notify the department project manager of deficiencies in the local roadway improvements that may be covered by the warranty provisions in the contract between the department and its contractor. The department shall enforce the warranty fm# 445998-1-52-01 page 8 of 13 rev. 6/22 8 if remedial action is required by the warranty provisions, as determined by the department. Upon completion of all work related to construction of the projects, the department will be required to submit to the city final as-built plans for the local roadway improvements and an engineering certification that construction was completed in accordance with the plans. Additionally, the department shall vacate those portions of the city’s right-of-way used to construct the local roadway improvements, and shall remove the department’s property, machinery, and equipment from said portions of the city’s right-of-way. Furthermore, the department shall restore those portions of the city right-of-way disturbed by project construction activities to the same or better condition than that which existed immediately prior to commencement of the construction of the projects. 10. Upon submission by the department of a deed, with accompanying sketch and legal description, for the transfer to the city of any additional right-of-way acquired by the department within the off-system project limits, the city shall forthwith submit the same to its governing board or commission for approval and acceptance of such additional right-of-way. 11. This agreement shall become effective as of the date both parties hereto have executed the agreement. Prior to commencement of construction, the department may in its sole discretion terminate this agreement if IT determines that IT is in the best interest of the public to do so. If the department elects to terminate this agreement, the department shall deliver formal notice of termination to the city, as set forth in paragraph 20 of this agreement. 12. In the event that any election, referendum, approval, ratification, notice or other proceeding, or authorization is required to carry out the projects, the city agrees to expeditiously initiate and consummate, as provided by law, all actions necessary with respect to any such matters, with time being of the essence. 13. The department may utilize federal funds to design and construct the projects. In the event that the projects shall be constructed using federal funds, all costs incurred must be in conformity with applicable federal and state laws, regulations, and policies and procedures. 14. The department’s performance and obligations under this agreement are contingent upon an annual appropriation by the legislature. If the department’s funding for the projects is in multiple fiscal years, funds approval from the department’s comptroller must be received each fiscal year prior to costs being incurred. Fm# 445998-1-52-01 page 9 of 13 rev. 6/22 9 15. In the event that this agreement is in excess of $25,000, and the agreement has a term for a period of more than one year, the provisions of section §339.135(6)(a), florida statutes, are hereby incorporated into this agreement and are as follows: “the department, during any fiscal year, shall not expend money, incur any liability, or enter into any contract which, by its terms, involves the expenditure of money in excess of the amounts budgeted as available for expenditure during any such fiscal year. Any contract, verbal or written, made in violation of this subsection is null and void, and no money may be paid on such contract. The department shall require a statement from the comptroller of the department that funds are available prior to entering into any such contract or other binding commitment of funds. Nothing herein contained shall prevent the making of contracts for periods exceeding 1 year, but any contract so made shall be executory only for the value of the services to be rendered or agreed to be paid for in succeeding fiscal years; and this paragraph shall be incorporated verbatim in all contracts of the department which are for an amount in excess of $25,000 and which have a term for a period of more than 1 year.” 16. The department is a state agency, self-insured and subject to the provisions of
28, florida statutes. 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
28, florida statutes. 17. 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. 18. This agreement shall be governed by the laws of the state of florida. Any provision hereof found to be unlawful or unenforceable shall be severable and shall not affect the validity of the remaining portions hereof. 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. 19. No term or provision of this agreement shall be interpreted for or against any party because that party’s legal counsel drafted the provision. 20. In accordance with executive order no. 11-02 the department’s vendor/contractor(s) shall utilize the u.s. Department of homeland security’s e-verify system, in accordance with the terms governing use of the system, to confirm the employment eligibility of; fm# 445998-1-52-01 page 10 of 13 rev. 6/22 10 i. All persons employed by the vendor/contractor during the term of the contract to perform employment duties within florida; and ii. All persons, including subcontractors, assigned by the vendor/contractor to perform work pursuant to the contract with the department. 21. All notices required pursuant to the terms hereof, shall be in writing and shall be sent by first class united states mail, facsimile transmission, hand delivery or express mail. Notices shall be deemed to have been received by the end of five (5) business days from the proper sending thereof unless proof of prior actual receipt is provided. Unless otherwise notified in writing, notices shall be sent to the following: to the city: _________________________ _________________________ _________________________ _________________________ to the department: director of transportation operations state of florida, department of transportation 1000 n.w. 111th avenue miami, florida 33172 22. The city, by and through resolution no. _______________, attached hereto as exhibit “_____”, has duly authorized the execution and delivery of this agreement and agrees to be bound by the terms hereunder, and has further authorized the mayor or his designee to take all necessary steps to effectuate the terms of this agreement. In witness whereof, the parties hereto have executed this agreement on the dates exhibited, by the signatures below. State of florida ______________________________ department of transportation by: by: ///see signatures on following page/// fm# 445998-1-52-01 page 11 of 13 rev. 6/22 11 name: ________________________ name: ________________________ title: _________________________ title: director of transportation operations date: date: attest: name: _______________________ title: _______________________ approved as to form and legality: department legal review: by: name: ________________________ ________________________ by breezeline) (to be adjusted breezeline handhole teco 2" gas (to be relocated by teco - see uws) permit #2016-h-690-30 fpl-d prop. Oe under water water water water water water water water water water water san sd san san water water water san water back flow water water back flow water water water water back flow san water water san san san e 91481.3366 n 516059.2910 e 914812.1036 n 515993.1934 30 31 32 30 30 sta. 37+35.24 bk = sta. 36+69.15 ah equation: n0°39'53"w n0°39'53"w n52°25'42"e n87°49'45"e n87°49'45"e n52°25'42"e 57 58 59 0 1 2 3 0 34 35 36 37 37 38 35 wv wv sm sm wv wv sv SR 972 / coral way / sw 3 ave sw 22 st SR 933 (sw 12 ave) wolfson law firm, llp mykonos united way miami bank united 100.0' r/w line sm r/w line £ survey +36.82 £ sw 22 st r/w line £ survey r/w line wv sm sm sm 7' +86.30 r/w line r/w line £ SR 933 r/w line +77.80 6' end c&g type f with flared end +12.02, 44.58' lt. End swk. Const. Match to exist. +06.03 begin c&g type f begin swk. Const. Match to exist. +70.80 10' +40.81 2.37' lt. 10' 10' end c&g type f with flared end +49.36, 49.36' rt. 12' end c&g type f match to exist. +95.50 r/w line +64.01 4' +82.52 +02.24 +47.68 5' 120.0' 60.0' 60.0' r/w line +21.86 +66.22 10' begin swk. Const. Match to exist. +06.95 end swk. Const. Match to exist. +23.42 1+78.83, 49.53' rt. 1+82.79, 54.99' rt. Begin swk. Const. Match to exist. 1+86.55 * 18.3' +98.84 47.77' rt. +24.64 49.10' rt. +02.75 55.61' lt. +97.57 57.22' lt. Pi-1 pi-2 pi-3 wv a b legend a 33+71.23 match to exist. Begin c&g type f 28.0'r b 33+85.29, 55.25' rt. Transition to d end c&g type f e f e g 1+76.80 match to exist. End curb type d f h 1+74.79 match to exist. End swk. Const. G i 2+00.33 match to exist. Begin curb type d 73.0'r 42.40' rt. 2+06.47 j h 28.5'r j k l 2+24.04 match to exist. End curb type d k l m n m 34+51.52 match to exist. Begin c&g type f n 34+79.52 match to exist. End c&g type f o 34+48.85 match to exist. Begin swk. Const. P 35+01.23 match to exist. End swk. Const. O p q r 20.5'r 45.0'r +69.15 46.19' lt. +81.08 54.12' lt. 49.53' rt. 1+94.08 q 56.71' rt. 2+00.15 s 44.96' rt. 2+00.35 r 52.29' rt. 2+05.08 t CR-h CR-a* CR-h* CR-h* CR-a CR-e CR-e CR-g* CR-a CR-e CR-e CR-a CR-c CR-e 28.5'r 30.5'r +45.28 49.66' rt. +57.47 46.23' rt. Begin c&g type f from exist. Curb type d +35.24, 70.97' rt. Limit of milling and resurfacing match to exist. 33+94.90 limit of milling and resurfacing match to exist. 0+67.00 limit of milling and resurfacing match to exist. 0+53.00 limit of milling and resurfacing match to exist. 58+50.00 limit of milling and resurfacing match to exist. 36+60.94 limit of milling and resurfacing match to exist. 37+28.39 +64.81 9.21' rt. Sm hydrant (to remain) exist. Mdwasd fire hydrant (to remain) exist. Mdwasd fire +57.05 44.27' rt. +46.48 51.26' rt. Wv wv exist. Spot light (to remain) +62.91 +65.69 +65.69 +50.18 +03.42 +26.45 50.0' 50.0' (to remain) spot light exist. D c sta. 1+45.96 54.94' rt. 49.86' rt. 1+65.36 c 49.94' rt. 1+45.96 d sta. 1+17.70 55.24' rt. Begin curb type d match to exist. +07.93 end curb type d match to exist. +21.53 +57.89 60.69' rt. +26.22 +40.10 +04.87 2.37' lt. +97.17 4.11' rt. End curb type d match to exist. +74.32 u 36+93.93 match to exist. Begin curb type d s +09.15 +52.81 +09.17 v t w 37+31.17 match to exist. End curb type d u x 37+37.71 match to exist. Begin curb type d begin swk. Const. Match to exist. +69.15 end swk. Const. Match to exist. +81.04 begin c&g type f match to exist. +69.15 * * * r/w line +00.38 82.98' lt. +69.14 92.01' rt. +69.14 92.94' rt. +69.14 96.52' rt. £ sw 3 ave 35°24'3" 91°30'22" 53°5'35" begin curb type d match to exist. 1+08.08 begin swk. Const. Match to exist. 1+19.40 sta. 2+21.16 50.60' rt. I 1+98.48 match to exist. End swk. Const. +21.17 9.21' rt. +03.75 87.50' lt. +10.23 107.05' lt. End swk. Const. Match exist. Const. +10.22 v w x 89.76' lt. 92.82 87.18' lt. 97.51 91.44' lt. 98.51 10" san. 10" san. 60" san. 60" san. San. San. 12" wm 48" wm 48" wm 6" w m 12" wm 8" w m wm 12" wm teco 2" gas teco 2" gas teco 2" gas comcast otv comcast otv breezeline bfo breezeline bfo at&t ot at&t 1-4" pvc at&t bt at&t bt fpl dist. Be fpl dist. Oe fpl dist. Oe comcast otv th-sg36 th-sg01 th-sg01a th-sg02 th-sg84 th-sg85 th-sg95 legend: 2.5" milling and resurfacing 4" thick concrete sidewalk 6" thick concrete sidewalk sod ¡ of pedestrian curb ramp sm (to be adjusted by mdwasd - uws) mdwasd san. Sewer manhole wv - see uws) (to be adjusted by mdwasd mdwasd water valve pi-1 verified vertically horizontally utility pi-2 pi-3 sta. 35+77.90 (£ sr972) = sta. 2+00.00 (£ sw 3 ave) sta. 36+69.14 (£ sr972) = sta. 30+00.00 (£ sw 22 st) sta. 36+69.15 (£ sr972) = sta. 56+94.11 (£ 933) sta. 3+14.07 (£ sw 3 ave) +xx.xx * see special detail sv - see uws) (to be adjusted by mdwasd mdwasd sewer valve widening legend: 2.5" milling and resurfacing 4" thick concrete sidewalk 6" thick concrete sidewalk sod ¡ of pedestrian curb ramp sm (to be adjusted by mdwasd - uws) mdwasd san. Sewer manhole wv - see uws) (to be adjusted by mdwasd mdwasd water valve pi-1 verified vertically horizontally utility pi-2 pi-3 sta. 35+77.90 (£ sr972) = sta. 2+00.00 (£ sw 3 ave) sta. 36+69.14 (£ sr972) = sta. 30+00.00 (£ sw 22 st) sta. 36+69.15 (£ sr972) = sta. 56+94.11 (£ 933) sta. 3+14.07 (£ sw 3 ave) +xx.xx * see special detail sv - see uws) (to be adjusted by mdwasd mdwasd sewer valve widening 1"=40' n 100.0' date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county 21 roadway plan 445998-1-52-01 miami-dade SR 972 5/13/2024 z:\projects\worksets\FDOT\44599815201\roadway\planrd01.dgn 1:15:35 pm jezra miami, fl 33186 14335 sw 120 street, suite 205 ribbeck engineering, INC. License number 70964 hans c. Ribbeck, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. Match line sta. 38+80.00 match line sta. 33+60.00 off-system agreement exhibit sidewalk legend 30 31 30 30 57 58 59 1 2 3 35 36 37 37 38 35 59 38 31 water water water sd water water back flow water water /sw 22 ave) SR 972/(coral way /sw 22 ave) SR 972/(coral way sw 12 ave SR 933/ sw 22 st SR 972/sw 3 ave sw 3 ave sw 22 st v v c 1.54' lt. 34+48.37 sta. 45.68' rt. 34+43.18 sta. 50 feet 0 10 n date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county t-4 signalization plan 445998-1-52-01 miami-dade SR 972 4/4/2024 s:\design\FDOT\445998-1 coral way - SR 972\signalization\plansg02.dgn 4:10:33 pm lopezju (to be removed) exist. Iisns x to remain exist. Iisns y to remain exist. Iisns coral way/ avenida lourdes aguila sw 3 av rd sw 12 av sw 22 st coral way sw 12 av coral way/ avenida lourdes aguila sw 22 st sw 12 av sw 3 av rd coral way/ avenida lourdes aguila sw 22 st sw 12 av sw 3 av rd coral way/ avenida lourdes aguila sw 22 st sw 12 av sw 3 av rd intersection id no. 2262 coral way & sw 12 ave/sw 3 ave (to be removed) exist. Sign no turn on red (to remain) exist. Sign j coral gables, florida - 33134 201 alhambra cir. - suite 800 exp u.s. Service INC. License number 73797 orge a. Lopez, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. P4 p6a p2a 4 6 r y g r y g 2vp v-2 v-1 2 2 2 8 8 8 8 6 6 4 4 4 4 6 6 8 8 p2c p2c p6b p6b p2d p2d p6 p2a 2 2 p6a p6a p2b p2b p4 p4 y z x u u sta. 35+83.37, 55.58' rt aluminum pedestal 646-1-11 665-1-11 sta. 34+70.69, 43.38' lt aluminum pedestal 635-2-11 646-1-11 630-2-12 (1 signal) 1 run @ 198 lf 1 ea 7 ea 1 ea 665-1-11 sta. 36+07.55', 35.52' rt shallow foundation aluminum pedestal 1 ea 1 ea 635-2-11 646-1-11 665-1-11 1 ea sta. 36+74.55, 8.72' rt aluminum pedestal (1 signal) 1 run @ 71 lf 630-2-12 635-2-11 646-1-11 665-1-11 630-2-12 635-2-11 646-1-11 665-1-11 sta. 37+03.44, 53.99' rt aluminum pedestal (1 signal) @ 53 lf 1 run 2 ea 1 ea 1 ea 630-2-12 635-2-11 646-1-11 665-1-11 sta. 37+12.68, 5.47' rt aluminum pedestal 61 lf 1 ea 1 ea 1 ea 665-1-11 646-1-11 635-2-11 630-2-12 56 lf 1 ea 1 ea 1 ea sta. 37+56.28, 1.22' rt aluminum pedestal 665-1-11 646-1-11 635-2-11 2 ea 1 ea 1 ea sta. 37+49.84, 52.30' lt aluminum pedestal 665-1-11 646-1-11 635-2-11 630-2-12 80 lf 1 ea 1 ea 1 ea sta. 37+54.69, 58.02' lt aluminum pedestal 660-4-11 646-1-11 635-2-11 630-2-12 63 lf 1 ea sta. 36+73.06, 59.77' lt aluminum pedestal sta. 34+69.53, 0.91' rt median 4 aluminum pedestal 635-2-11 646-1-11 630-2-12 665-1-11 sta. 34+68.86, 0.12' lt median 3 aluminum pedestal 635-2-11 646-1-11 630-2-12 (1 signal) 1 run @ 22 lf 1 ea 1 ea 1 ea 665-1-11 sta. 34+45.26, 45.03' rt aluminum pedestal 635-2-11 646-1-11 630-2-12 55 lf 1 ea 1 ea 1 ea 665-1-11 sta. 34+49.33, 49.34' rt aluminum pedestal 635-2-11 646-1-11 630-2-12 (1 signal) 1 run @ 59 lf 1 ea 1 ea 1 ea 665-1-11 sta. 35+08.04, 46.97' rt median 1 aluminum pedestal 635-2-11 646-1-11 630-2-12 10 lf 1 ea 1 ea 1 ea 665-1-11 sta. 35+17.09, 47.23' rt median 2 aluminum pedestal 635-2-11 646-1-11 1 ea 1 ea 1 ea 665-1-11 630-2-12 se corner median nw corner median 4 p6 p2a median 3 sw corner median 2 1 ea 641-2-60 exist. Mast arm (to remain) (to remain) exist. Mast arm (to remain) mast arm exist. (to remain) exist. Mast arm p p p p p p p p (to be removed) detector p2, p4, & p6 ped signal, and exist. (13) ped pole, note: p ped. Signal count-down 1-sect., 1-way 16 as 653-1-11 median 1 r y g 2 8 install retrofit backplates 4 ea 650-2-109 660-4-12 1 ea 660-4-12 1 ea p p 2 ea 635-2-11 p p p 635-2-11 1 ea r/w line r/w line r/w line r/w line r/w line r/w line £ survey SR 972/sw 3 ave £ survey SR 972/sw 22 ave 635-2-12 se corner 665-1-11 1 ea p (to remain) 4 existing 3-sect., 1-way (to remain) 8 existing 3-sect., 1-way (to remain) 1 existing 3-sect., 1-way 2v p2a det ped pole ped p p6 det ped ped signal ped pole p signal ped p p2b det ped p6a p signal ped p ped det ped pole p6a det ped signal ped pole ped p p6b signal ped p det ped p6b pole ped det ped p signal ped p2d pole ped ped signal p ped det ped pole p4 p det ped pole ped signal ped p2c sta. 37+02.86, 109.45' lt prop. Controller cabinet 632-7-1 proposed fpl service point p pole ped det ped signal ped p4 ne corner line r/w sta. 36+99.07, 96.91' ltt prop. Service disc. 6 ea 1 ea 1 ea 1 pi 670-5-140 1 as (m660-x) 1 run @ 124 lf (1 signal) 1 ea 1 ea 1 ea 630-2-12 (1 signal) @ 62 lf 1 run 630-2-12 (1 video) 1 run @ 165 lf 48 lf 4 ea 1 ea 1 ea 630-2-12 (1 video) 1 run @ 224 lf 639-1-122 1 as 635-2-11 3 ea 630-2-12 13 lf 639-2-1 13 lf 630-2-12 238 lf 635-2-30 1 ea 639-2-1 238 lf 641-2-12 1 ea p2a det ped ped signal ped pole p 635-2-11 1 ea 635-2-11 5 ea p2c p det ped pole ped signal ped 2vp r y g 2v 4/6p (to remain) 4 existing 3-sect., 1-way 1 ea 650-2-109 backplates install retrofit 684-90-102 1 ea mast arm remain on device to electronic exist. P2b p 1 ea 1 ea remain) on mast arm exist. Cctv camera (to connection chart video detector detector video # movements to connected zone detection 8 v8a,v8b v4a,v4b 4 v-1 v-2 700-5-60 1 ea iisns (72"x24") 700-5-11 1 ea u sw corner p6 det ped pole ped p sw corner (to be removed) exist. Controller cabinet (to be removed) exist. Iisns 700-5-60 1 ea z 700-3-601 2 ea (to be removed) exist. Sign 700-3-601 1 ea 24"x24" r3-2 24"x24" r3-4 700-3-201 1 ea 700-3-201 2 ea 646-1-60 13 ea 670-5-600 1 as y u pole (to be removed) exist. Service disc. Y iisns (72"x24") 700-5-11 1 ea ped signal p ped det ped pole p2d p2b p6b p6 p2c p2d tf1 tf2 2 tf3 4 + 8 6 p2a p2c p2d p2b + + + + p6a p6b + + +p4 p6 p2a 6 p2d 4/6p 2 4 6 8 4/6p 8 p6b p6a 6 p6b 4 4 p2b p4 2 2 p2c 8 p6 635-2-11 1 ea controller timing reference table nbl sbl net EBT wbl sbt 1 2 3 4 5 6 7 8 30 286 4.0 6.0 2 100 7 29 30 4 63 7 18 245 4.0 4.0 30 6 43 7 13 322 4.0 7.0 30 8.0 - - - 290 4.0 7.0 vehicle movement function approach direction approach posted speed (mph) red clearance distance (feet) yellow change interval (sec.) red clearance interval pedestrian movement function ped. Crossing distance (ft) pedestrian walk interval (sec.) pedestrian change interval (sec.) sbt ebl 30 322 4.0 4.0 20 1.4 0 32 630-2-12 (1 signal) 1 run @ 81 lf b a 9" x 15" 8 ea r10-3e 9" x 15" 8 ea r10-3e vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross to cross push button steady timer flashing sign details 4. Controller cabinet model m660-x movements 2, 6, 4, and 8 - red flashing operation: 3. Phase 3 actuated phase 1 and 2 recall 2. Minor street: sw 12 ave & sw 3rd ave. Major street: SR 972 / coral way 1. Controller operation signal operating plan t w v pedestrian head details existing signal head details w v v t w removal items: b signal ped b a pole ped a pole ped det ped signal ped a a a a b b b b b a pole ped det ped signal ped note intersection = 599 total wattage for signal ped a t v v t t t vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross to cross push button steady timer flashing b phase 1 phase 2 phase 3 v4a v4b v8b v8a off-system agreement exhibit conduit, service point, pull box legend by mdwasd) (to be relocated mdwasd fire hydrant adjusted by verizon - see uws) verizon handhole (to be see uws) relocated by mdwasd - mdwasd 6" water (to be by at&t - see uws) protected in place at&t bt (to be by at&t - see uws) (to be adjusted at&t 2-4" pvc be removed by at&t - see uws) at&t (placed out of service) bt (to at&t - see uws) at&t 4" bt (to be adjusted by by at&t - see uws) be removed service) 2-4" pvc (to at&t (placed out of by at&t - see uws) be removed service) 2-4" pvc (to at&t (placed out of by crown castle - see uws) crown castle bfoc (to be removed crown castle - see uws) crown castle bfoc (to be removed by relocated by crown castle - see uws) crown castle handhole (to be place by crown castle - see uws) crown castle bfoc (to be protected in crown castle - see uws) (to be adjusted by crown castle bfoc uws) crown castle - see (to be adjusted by crown castle handhole sd water sd mh water water water water water water sd back flow sd water back flow back flow water sd san san water san water water water elec water water back flow elec water 29 30 30 30 30 31 30 30 n37°36'34"w n37°33'7"w n37°32'10"w n37°32'10"w n52°25'42"e 39 40 41 42 43 44 40 40 29 30 31 30 30 wv sm dm dm SR 972 / coral way / sw 3 ave sw 32 rd sw 32 rd sw 31 rd maidpro united way miami jackson memorial hospital-wic program the children's trust r/w line £ sw 32 rd south r/w line 5' 5' 10' 10' +43.23 el. 9.85' r/w line +16.60 el. 10.00' +51.54 el. 9.94' +85.14 el. 10.05' r/w line r/w line r/w line r/w line £ sw 32 rd north r/w line r/w line r/w line £ sw 31 rd r/w line begin swk. Const. Match to exist. +26.23 +24.88, 9.86' rt. +60.11 1.18' lt. Begin c&g type f match to exist. +88.94 end c&g type f match exist. +28.94 £ survey wv wv wv +32.82 el. 10.30' begin c&g type f with flared end match exist. El. +22.10, 46.22' rt. +27.30 44.21' rt. Begin swk. Const. Match to exist. +21.02 end swk. Const. Match to exist. +43.25 end c&g type f match to exist. Match exist. El. +54.34 +56.34 73.19' rt. +27.30 46.21' rt. Begin swk. Const. Match to exist. +10.15 begin c&g type f with flared end match exist. El. +20.01, 46.14' lt. End swk. Const. Match to exist. +41.52 begin swk. Const. Match to exist. +81.06 end swk. Const. Match to exist. +13.01 end c&g type f with flared end match exist. El. +16.28, 45.99' lt. £ sw 31 rd sm wv r/w line r/w line 120.0' 60.0' 60.0' begin curb type d match to exist. +34.62 end curb type d match exist. +44.62 +31.85 +31.85 +03.48 +03.48 6' 6' 6' 6' 6' 6' 6' 6' +03.95 el. 10.43' +05.57 el. 10.28' +88.65 el. 10.03' +46.41 el. 10.15' +30.04 el. 10.38' 50.0' 25.0' 25.0' 50.0' 50.0' 100.0' 25.0' 50.0' 25.0' 50.0' 25.0' 25.0' begin swk. Const. Match to exist. +33.24 end swk. Const. Match to exist. +45.96 begin swk. Const. Match to exist. +63.50 end swk. Const. Match to exist. +88.70 +35.99 46.47' rt. +06.73, 55.08' rt. +88.83 46.45' rt. +36.61, 55.14' rt. +56.04 46.49' lt. +76.17 46.32' lt. End c&g type f match to exist. +55.91 begin c&g type f match to exist. +30.69 pi-4 pi-5 pi-6 31.5'r b a c d e f g h 45.00' rt. +21.59 a 47.00' rt. +21.57 b 49.60' rt. +37.58 c d legend +34.97, 50.41' rt. Match exist. El. With flared end begin c&g type f e 68.97' rt. +49.71 f +52.18, 85.61' rt. Match exist. El. To exist. Curb type d end c&g type f g +22.66, 61.14' rt. Match to exist. Begin swk. Const. H +33.35, 77.29' rt. Match to exist. End swk. Const. 29.0'r 27.0'r 30.0'r 32.0'r +53.18 45.78' rt. +83.70, 51.95' lt. Dm +13.66, 53.82' lt. +27.36 46.14' lt. * m p i j k n q m +81.10, 73.83' rt. Match exist. El. Match to exist. Begin c&g type f 73.47' rt. +79.13 i l o n +15.12, 46.07' rt. Match exist. El. With flared end end c&g type f p +88.11, 76.02' rt. Match to exist. Begin swk. Const. Q +14.23, 54.91' rt. Match to exist. End swk. Const. R s t r +20.92, 50.19' rt. El. 10.45 s +40.92, 50.27' rt. El. 10.40 t +60.92, 50.35' rt. El. 10.35 44.07' rt. +15.11 k 70.35' rt. +79.70 j 70.71' rt. +81.67 l 79.92' rt. +82.04 o +15.14, 54.88' rt. CR-e CR-e CR-a CR-a CR-e CR-e CR-e CR-e CR-e* CR-e* CR-e CR-e CR-e CR-e 29.5'r 76.5'r 36.0'r end c&g type f with flared end match exist. El. +24.59, 52.10' rt 38.0'r +06.99 82.87' rt. Begin c&g type f to exist. Curb type d match exist. El. +06.96, 89.26' rt. 28.0'r 26.0'r +27.36, 44.14' lt. End c&g type f to exist. Curb type d match exist. El. +52.29, 64.74' lt. 33.0'r 31.0'r begin c&g type f from exist. Curb type d match exist. El. +80.94, 73.65' lt. +93.42 49.56' lt. Limit of milling and resurfacing match to exist. 28+91.05 limit of milling and resurfacing match to exist. 30+69.56 limit of milling and resurfacing match to exist. 30+99.89 limit of milling and resurfacing match to exist. 28+60.18 sm wv hydrant (to remain) exist. Mdwasd fire +22.78 50.86' rt. +42.92, 47.04' rt. Wv +49.11, 54.50' lt. +47.46, 55.64' lt. +13.00 44.00' lt. +94.53 51.23' lt. 35.0'r +42.92, 45.04' rt. +52.01 54.09' rt. +43.72 55.52' rt. 15.00' r begin swk. Const. Match to exist. +29.44 end swk. Const. Match to exist. +33.76 +40.47 52.59' lt. +86.75, 88.39' lt. +71.11 46.99' rt. +81.11 46.97' rt. Dw +89.67, 71.14' lt. * end swk. Const. Match to exist. +87.67 end curb type d match exist. +00.37 begin curb type d match to exist. +54.76 +76.11 * +76.11 +08.87 +08.37 CR-a begin curb type d begin swk. Const. Match to exist. +01.66 70.98' lt. +10.60' u u end swk. Const. Match to exist. +27.34, 61.70' lt. End curb type d +25.68, 48.24' lt. 10' +36.54 51.31' rt. +23.85 52.55' rt. +10.49, 124.46' rt. +10.49, 128.46' rt. +06.69, 90.95' lt. +07.37, 82.71' lt. +51.91, 168.22' lt. +51.92, 178.22' lt. R/w line 89°57'44" 90°1'11" 89°57'52" dw dw +02.56, 55.07' rt. +07.45 55.08' rt. +41.61, 55.15' rt. +07.45 +36.61 wv s-01 adjusted) top (to be exist. Inlet s-01a of 24-in fd const. 54 lf +78.82 +88.82 of 24" pipe const. 10 lf san. 10" san. 10" san. 10" san. 10" san. 10" san. 10" san. W m w m 12" wm 12" wm w m wm w m 6" w m 8" w m 6" wm verizon 2" hdpe verizon 2" hdpe breezeline at&t copper at&t bt at&t 2-4" pvc at&t 2-4" pvc at&t 2-4" pvc at&t bt (placed out of service) at&t ot at&t 4" bt at&t ot at&t 4" pvc at&t 2-4" pvc fpl dist. Be fpl dist. Oe fpl dist. Oe fpl dist. Oe fpl dist. Be crown castle crow n castle crown castle th-01 th-sg20 th-sg21 th-sg22 th-sg24 th-sg56 th-sg55 th-sg57 th-32 th-sg58 th-sg59 th-61 th-31 ohc-2 pt-1 sod 6" thick concrete sidewalk 4" thick concrete sidewalk 2.5" milling and resurfacing legend: pi-4 pi-5 mdwasd - see uws) (to be adjusted by mdwasd water valve ¡ of pedestrian curb ramp wv dm adjusted) manhole (to be exist. Drainage dw install detectable warning sm - see uws) adjusted by mdwasd manhole (to be mdwasd san. Sewer core boring horizontally utility verified vertically widening sta. 39+79.43 (£ sr972) = sta. 30+00.00 (£ sw 32 rd) sta. 40+86.38 (£ sr972) = sta. 30+00.00 (£ sw 32 rd) legend: 1.25" milling and resurfacing +xx.xx pi-6 sta. 43+66.79 (£ sr972) = sta. 30+00.00 (£ sw 31 rd) * see special detail reconstruction parking lane & turnout sod 6" thick concrete sidewalk 4" thick concrete sidewalk 2.5" milling and resurfacing legend: pi-4 pi-5 mdwasd - see uws) (to be adjusted by mdwasd water valve ¡ of pedestrian curb ramp wv dm adjusted) manhole (to be exist. Drainage dw install detectable warning sm - see uws) adjusted by mdwasd manhole (to be mdwasd san. Sewer core boring horizontally utility verified vertically widening sta. 39+79.43 (£ sr972) = sta. 30+00.00 (£ sw 32 rd) sta. 40+86.38 (£ sr972) = sta. 30+00.00 (£ sw 32 rd) legend: 1.25" milling and resurfacing +xx.xx pi-6 sta. 43+66.79 (£ sr972) = sta. 30+00.00 (£ sw 31 rd) * see special detail reconstruction parking lane & turnout 1"=40' n date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county 22 roadway plan 445998-1-52-01 miami-dade SR 972 5/13/2024 z:\projects\worksets\FDOT\44599815201\roadway\planrd01.dgn 1:15:36 pm jezra miami, fl 33186 14335 sw 120 street, suite 205 ribbeck engineering, INC. License number 70964 hans c. Ribbeck, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. Match line sta. 44+80.00 match line sta. 38+80.00 off-system agreement exhibit legend sidewalk milling & resurfacing mh back flow back flow back flow elec back flow elec 29 30 30 30 30 31 30 30 39 40 41 42 43 44 40 40 29 30 31 30 30 12' 10' 12' 10' @ 40' c.c. (typ.) skip w/ w/r rpm's 6" white 10'-30' 8" yellow 8" yellow (typ.) preform 24" white 18" yellow @ 20' c.c. Rpm blue 10' 10' 10' 10' 10' rpm blue 8" yellow rpm blue delineator post (yellow) 4 ea 0705 11 1 20' c.c. (typ). Y/y rpm's @ 6" yellow w/ 60' r (typ.) rpm's @ 20' c.c. 8" white w/ w/r (typ.) 18" white (typ.) preform 24" white (typ.) preform 12" white (typ.) 24" white (typ.) 24" white 20' c.c. (typ.) w/r rpm's @ 6" white w/ yellow ref. Paint w/ md/y rpm's @ 8" c.c. (typ.) 6' 6' 6" dbl yellow w/ y/y rpm's @ 40' c.c. (typ.) 2'-4' skip (typ.) 6" white 8" white 6" white 8" white 2'-4' skip (typ.) 6" white 12" white 8" white +02 +33.77 20.78' lt +31 +38 +24 +70 +34 +55 +66 +73 +63.21 18.50' rt +84.80 9.70' lt +21.48 38.32' rt +03.88 68.04' rt +30.58 38.99' rt +22.45 29.00' rt +53.64 29.27' lt +21 +23 +37 +48 +89 +98 +08 +99 +09 +57.33 96.73' rt +01.54 47.91' lt +87.36 65.06' lt +66.94 65.53' lt +40 +93 +00 +98 +35 +37 45' r 45' r 30' r 30' r +44 +53.95 9.81' lt +14.55 20.37' lt +43 +72 +83 +88 +29 +06 +28 33' r 7' r +00 +59.62 84.56' rt +54 +91.47 99.40' rt +00.62 85.46' rt +63.58 127.43' rt 24' r +59.35 96.19' lt +52.44 69.69' lt +80.59 71.70' rt +91 18" white (typ.) +49 +54 SR 972 / coral way / sw 3 ave sw 32 rd sw 32 rd sw 31 rd 972 / coral y / sw 3 ave +34 +53 +75 +29 6" yellow 6" white 6" white (typ.) 6" white 42' r +80.44 78.88' lt. +78.73 88.27' rt. 221' r 40' r 56' r 6" yellow 2'-4' skip +55 +67 +97 +39 +70 +03 +38 sw 32 rd line r/w £ survey SR 972 / coral way / sw 3 ave r/w line sw 32 rd r/w line r/w line line r/w £ sw 31 rd r/w line sw 31 rd line r/w line r/w r/w line r/w line line r/w line r/w r/w line r/w line 1"=40' n date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county s-8 s&pm plan 445998-1-52-01 miami-dade SR 972 5/13/2024 z:\projects\worksets\FDOT\44599815201\signingandmarking\plansp02.dgn 10:08:53 am lrodriguez miami, fl 33186 14335 sw 120 street, suite 205 ribbeck engineering, INC. License number 70964 hans c. Ribbeck, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. Match line sta. 44+80.00 match line sta. 38+80.00 r/w line r/w line r/w line line r/w line r/w line r/w r/w line r/w line r/w line r/w line r/w line line r/w £ sw 32 rd south £ sw 31 rd £ sw 31 rd £ sw 32 rd north line r/w £ survey l l l m m m m m n n n l l t t t r/w line off-system agreement exhibit striping legend 34 35 35 27 28 34 35 35 27 28 sw 22 st sw 32 rd 29 30 30 30 30 30 30 39 40 41 40 40 39 40 41 40 40 water water back flow water water water sw 32 rd n 10 40 feet 0 date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county t-5 signalization plan 445998-1-52-01 miami-dade SR 972 5/7/2024 s:\design\FDOT\445998-1 coral way - SR 972\signalization\plansg02.dgn 10:16:48 am lopezju intersection id no. 7572 coral way neb at sw 3195 blk intersection id no. 7571 coral way swb at sw 3190 blk here stop for here stop for j coral gables, florida - 33134 201 alhambra cir. - suite 800 exp u.s. Service INC. License number 73797 orge a. Lopez, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. Sta. 40+82.79, 9.13' rt rrfb pedestal (b) sta. 41+13.48, 0.29' lt rrfb pedestal (a) exist. Rrfb to be removed) (to be removed) exist. Rrfb sw 32 rd SR 972/sw 3 ave 1 ea 82 lf 630-2-12 635-2-11 1 ea 641-2-60 72 lf 630-2-12 635-2-11 1 ea pole (to be removed) exist. Srvc. Disc. Prop. Srvc. Disc. R/w line r/w line r/w line r/w line £ survey SR 972 sw 32 rd £ survey mid block r/w line p signal rrfb ped pole a mid block signal rrfb det. Ped a r/w line r/w line proposed fpl service point. Sta. 40+81.87, 52.25' rt (see spi 700-120. Sheet 3 of 15) (shallow foundation) rrfb pedestal (a) 635-2-11 1 ea 635-2-11 2 ea 630-2-12 226 lf 1 ea 635-2-30 639-2-1 226 lf 630-2-12 10 lf 3 ea 635-2-11 639-1-122 1 as 10 lf 639-2-1 1 ea 641-2-12 639-2-1 82 lf 639-2-1 68 lf reference table controller timing flashing time volume settings 15 seconds MIC.sens.= 5 max.= 5 min.= 5 crossing length 35 ft (eb) 52 ft (wb) 4 as 654-2-60 signal rrfb c ped pole signal rrfb p c det. Ped sta. 41+17.39, 59.89' lt rrfb pedestal (a) lights warning turn on button to push lights warning turn on button to push lights warning turn on button to push 665-1-12 1 ea median signal rrfb p b ped pole ped det signal rrfb p ped pole b ped det 665-1-12 1 ea 665-1-12 1 ea 1 ea 665-1-12 b b 2. Pedestrian flashers upon actuation only. Minor street: sw 32 rd major street: SR 972 / coral way 1. Controller operation a b rectangular rapid flashing beacon sign details 9"x12" r10-25 24"x12" w16-7p 30"x30" w11-2 rrfb b 1 a 2 2 1 1 2 removal items: signal sign) (includes pedestrian 654-2-12 1 as 9"x12" r10-25 24"x12" w16-7p 30"x30" w11-2 rrfb a signal sign) (includes pedestrian 654-2-12 2 as sta. 41+14.59, 72.19' lt prop. Srvc. Disc. Note intersection = 10 total wattage for (mirror image) to back behind to be placed back sign and flasher signal sign) (includes pedestrian 654-2-12 1 as 9"x12" r10-25 24"x12" w16-7p 30"x30" w11-2 rrfb c (mirror image) to back behind to be placed back sign and flasher a (mirror image) to back behind to be placed back sign and flasher off-system agreement exhibit conduit, service point, pull box legend by mdwasd - see uws) mdwasd water (to be relocated at&t - see uws) emoved vice) 2-4" pvc (to t (placed out of by at&t - see uws) (to be removed of service) bt at&t (placed out removed by at&t - see uws) service) bt (to be at&t (placed out of sd sd sd water water sd elec water water water san san san water water back flow water water n37°32'51"w n37°32'51"w n37°33'23"w n37°33'23"w n52°25'42"e 45 46 47 48 49 50 45 50 50 50 29 30 31 30 30 29 30 31 30 30 wv wv sm SR 972 / coral way / sw 3 ave sw 30 rd sw 29 rd sw 29 rd marko & magolnick montserrat apartments coral way tower condominiums cherry blossom preschool konare law r/w line r/w line r/w line £ sw 30 rd r/w line r/w line £ sw 29 rd £ sw 30 rd r/w line r/w line £ sw 29 rd r/w line r/w line r/w line £ survey wv wv end swk. Const. Match to exist. +91.98 begin swk. Const. Match to exist. +77.28 +97.92 5' 5' begin swk. Const. Match to exist. +65.56 end swk. Const. Match to exist. +84.15 begin curb type d match to exist. Match exist. El. +50.99 end curb type d match exist. El. +64.13, 49.84' rt. Begin swk. Const. Match to exist. +43.98 begin c&g type f with flared end match exist. El. +86.44, 48.73' lt. +55.09 el. 10.50' end c&g type f with flared end match exist. El. +65.56, 49.22' lt. 5' end swk. Const. Match to exist. +92.03 +97.66 el. 10.63' +54.27 el. 10.72' begin swk. Const. Match to exist. +63.72 5' begin c&g type f with flared end match exist. El. +36.81, 49.16' lt. End swk. Const. Match to exist. +41.19 +48.46 el. 10.81' begin curb type d match exist. El. +36.02, 49.68' rt. +47.67 el. 10.89' begin swk. Const. Match to exist. +12.58 end swk. Const. Match to exist. +40.98 end curb type d match exist. El. +55.29, 80.65' rt. 5' 120.0' 60.0' 60.0' 5' 70.0' 35.0' 35.0' 35.0' 35.0' 70.0' 35.0' dm sm wv 35.0' 70.0' 70.0' +92.60 54.95' lt. +08.50 54.98' lt. +85.75 45.76' lt. +10.70 45.69' lt. +08.95 45.67' lt. +85.34 55.00' lt. +83.44 45.67' lt. +88.97 46.08' rt. +94.01 54.96' rt. +92.69 54.93' rt. +40.69 54.89' rt. +46.64 45.95' rt. +12.61 45.91' rt. +93.77 45.83' rt. +27.76 54.81' rt. Pi-7 pi-8 +83.96 46.40' lt. +14.40 46.00' lt. +83.96 52.85' lt. +17.83 46.25' lt. +17.83 53.04' lt. +07.83 46.23' lt. +07.83 53.06' lt. Wv +02.60 55.04' lt. Begin c&g type f with flared end +87.48, 47.71' rt. +33.85, 46.43' rt. +34.42, 55.00' rt. +56.97, 45.95' rt. +55.24, 54.60' rt. 36.0'r +63.14 48.10' rt. +49.23, 62.50' rt. 34.0'r +27.76 45.54' rt. 37.0'r 35.0'r +20.24, 43.95' rt. +20.24, 45.95' rt. +57.29, 80.65' rt. A b c d e f g h i legend a c +05.57, 50.26' rt. El. 10.40 b d +25.57, 50.22' rt. El. 10.45 e +45.57, 50.23' rt. El. 10.50 f +65.57, 50.34' rt. El. 10.55 g +85.57, 50.46' rt. El. 10.60 h +05.57, 50.61' rt. El. 10.65 i +25.57, 50.77' rt. El. 10.70 +80.92, 50.52' rt. Match exist. El. 10.30 +85.57, 50.30' rt. Match exist. El. 10.35 +18.69 54.90' rt. CR-e CR-e CR-e CR-e CR-e CR-e 34.5'r 36.5'r 36.0'r 38.0'r +92.37 49.73' lt. +78.67 43.90' rt. +94.06 49.09' rt. End c&g type f to exist. Curb type d +02.17 25.0'r 27.0'r 36.0'r 34.0'r +44.51 51.51' lt. +56.22 75.64' lt. End c&g type f to exist. Curb type d match exist. El. +06.00 begin c&g type f from exist. Curb type d match exist. El. +44.58 end c&g type f to exist. Curb type d match exist. El. +57.00 limit of milling and resurfacing match to exist. 30+73.13 limit of milling and resurfacing match to exist. 29+23.00 limit of milling and resurfacing match to exist. 29+19.35 limit of milling and resurfacing match to exist. 30+74.93 hydrant (to remain) exist. Mdwasd fire +80.54 45.96' lt. +91.27, 51.39' lt. +72.32 45.66' lt. +92.88, 50.71' rt. +78.63, 45.90' rt. +27.33, 46.34' lt. +43.28 53.09' lt. +27.61, 44.36' lt. +72.32 43.66' lt. +73.59, 54.07' lt. +80.54 43.96' lt. +64.67 47.43' lt. +84.85 54.83' lt. +89.85 53.88' lt. End swk. Const. Match to exist. +99.85 +19.56, 54.30' lt. +17.62, 54.30' lt. Begin swk. Const. Match to exist. +14.40 +18.31, 53.75' rt. Dm handhole (to remain) exist. Breezeline sm +97.37, 92.28' lt. +96.00, 79.94' lt. +51.14 54.07' lt. 89°58'33" 90°0'55" +94.85 53.88' lt. +81.41, 54.00' rt. +76.41, 54.00' rt. +71.41, 54.34' rt. +54.98 54.89' rt. +59.98 53.86' rt. +64.98 53.86' rt. +69.98 54.93' rt. +23.31, 53.75' rt. +29.77, 53.08' rt. +55.74, 85.68' rt. +55.64 90.68' rt. +56.20, 48.67' rt. +79.64 53.72' rt. +84.64 53.72' rt. Begin swk. Const. Match to exist. +53.70 48.67' rt. +63.70' j 54.86' rt. +74.64' k l j k +89.64' match to exist. End swk. Const. L +98.33, 183.81' lt. +98.33, 178.81' lt. S-02 s-03 of 24-in fd const. 157 lf s-02a s-03a of 18" pipe const. 13 lf of 18" pipe const. 13 lf 10" san. 10" san. 10" san. San. 12" wm 12" wm 8" wm wm verizon 2" hdpe comcast otv breezeline bfo at&t 2-4" pvc at&t bt (placed out of service) at&t bt (placed out of service) at&t bt at&t duct fpl dist. Be fpl dist. Be fpl dist. Oe fpl dist. Oe fpl dist. Be fpl dist. Oe fpl dist. Be crow n castle crow n castle th-l04 th-l01 pt-2 legend: 2.5" milling and resurfacing 1.25" milling and resurfacing reconstruction parking lane & turnout widening ¡ of pedestrian curb ramp sod 6" thick concrete sidewalk 4" thick concrete sidewalk dm (to be adjusted) exist. Drainage manhole core boring pi-7 pi-8 sta. 47+25.74 (£ sr972) = sta. 30+00.00 (£ sw 30 rd) sta. 50+75.79 (£ sr972) = sta. 30+00.00 (£ sw 29 rd) sm adjusted by mdwasd - see uws) mdwasd san. Sewer manhole (to be adjusted by mdwasd - see uws) mdwasd water valve (to be wv legend: +xx.xx legend: 2.5" milling and resurfacing 1.25" milling and resurfacing reconstruction parking lane & turnout widening ¡ of pedestrian curb ramp sod 6" thick concrete sidewalk 4" thick concrete sidewalk dm (to be adjusted) exist. Drainage manhole core boring pi-7 pi-8 sta. 47+25.74 (£ sr972) = sta. 30+00.00 (£ sw 30 rd) sta. 50+75.79 (£ sr972) = sta. 30+00.00 (£ sw 29 rd) sm adjusted by mdwasd - see uws) mdwasd san. Sewer manhole (to be adjusted by mdwasd - see uws) mdwasd water valve (to be wv legend: +xx.xx 1"=40' n date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county 23 roadway plan 445998-1-52-01 miami-dade SR 972 5/13/2024 z:\projects\worksets\FDOT\44599815201\roadway\planrd01.dgn 1:15:50 pm jezra miami, fl 33186 14335 sw 120 street, suite 205 ribbeck engineering, INC. License number 70964 hans c. Ribbeck, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. 35.0' 35.0' match line sta. 44+80.00 match line sta. 50+80.00 off-system agreement exhibit sidewalk legend sd sd sd water water water water sd elec water water water san san san water water back flow 45 46 47 48 49 50 45 50 50 50 29 30 31 30 30 29 30 31 30 30 r/w line r/w line r/w line r/w line r/w line r/w line r/w line r/w line r/w line SR 972 / coral way / sw 3 ave SR 972 / coral way / sw 3 ave SR 972 / coral way / sw 3 ave sw 30 rd sw 30 rd sw 29 rd sw 29 rd sw 29 rd sw 29 rd konare law £ sw 30 rd £ sw 29 rd £ sw 30 rd £ sw 29 rd £ SR 972 off. = 59.44' lt. Sta. 46+57.83 main ckt breaker 100 amps, 240v, 2 pole service feeder 3#2 120/240v, 1 phase, 3 wire, proposed load center "a1" 2#2, 1#2 (n) in 2"c proposed service feeder 630-2-12 1 run @ 125 lf to be removed exist. Load center "a1" electrical service to be reused by fpl exist. 120/240v, 1 phase, 3 wire, 2 runs @ 65 lf 630-2-12 circuits. Existing circuits to proposed replace pull box and re-connect circuits in existing pull box. Intercept existing lighting 4#6 (a1-iv, a1-v, 1#6 (gnd) in 2"c 4#6 (a1-ii, a1-iii, 1#6(gnd) in 2"c 1 run @ 30 lf 2#2, 1#2 (n) in 2"c proposed service feeder 630-2-12 th r/w line th-l04 th 1"=40' n date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county lighting plan 445998-1-52-01 miami-dade SR 972 5/6/2024 w:\FDOT\44599815201\lighting\planlt01.dgn 6:39:39 pm premi doral, florida 33172 2555 nw 102nd avenue, suite 214 premiere lighting & traffic, INC. License number 73059 christopher w. Tillit, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. L-10 sta. 44+80.00 th-l01 off-system agreement exhibit conduits, pull box legend water sd sd 61 62 63 29 30 31 30 30 61 62 63 29 31 back flow back flow water water water san sd SR 972/sw 3 ave SR 972/sw 3 ave sw 26 rd l-4 l-8 n 10 40 feet 0 sw 2 ave date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county t-7 signalization plan 445998-1-52-01 miami-dade SR 972 4/4/2024 s:\design\FDOT\445998-1 coral way - SR 972\signalization\plansg02.dgn 12:51:24 pm lopezju x remain exist. To y remain exist. To intersection id no. 3213 coral way and sw 26 rd sw 26 rd pioneers rd j coral gables, florida - 33134 201 alhambra cir. - suite 800 exp u.s. Service INC. License number 73797 orge a. Lopez, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. R y g 4 6 8 2 ped. Signal count-down 1-sect., 1-way 4 as 653-1-11 p4 p6 p8 p2 count-down ped. Signal 1-sect., 2-way 2 as 653-1-12 p4 p2 p8 sta. 61+98.78, 56.95' rt aluminum pedestal sta. 61+88.94, 65.23' rt aluminum pedestal strain pole (to remain) exist. Traffic signal conc. Se corner 635-2-11 646-1-11 630-2-12 (1 loop) (1 signal) 2 run @ 118 lf 1 ea 1 ea 1 ea 665-1-11 635-2-11 646-1-11 630-2-12 30 lf 1 ea 2 ea 1 ea 665-1-11 se corner p6 p6 p4 p4 p2 p2 p2 p8 p8 6 6 2 2 4 8 8 4 sta. 61+87.59, 58.49' lt aluminum pedestal 635-2-11 646-1-11 1 ea 1 ea 2 ea 665-1-11 sta. 61+17.53, 58.84' lt aluminum pedestal p 646-1-11 630-2-12 16 lf 1 ea 2 ea 665-1-11 (to be removed) & p4 and ped detector exist. Ped. Signal p2 strain pole (to remain) traffic signal conc. (to be removed) & p6 and ped detector exist. Ped. Signal p4 strain pole (to remain) traffic signal conc. (to be removed) & p8 and ped detector exist. Ped. Signal p6 strain pole (to remain) traffic signal conc. (to be removed) & p8 and ped detector exist. Ped. Signal p2 strain pole (to remain) traffic signal conc. Y x sta. 61+18.16, 66.38' rt aluminum pedestal sta. 61+08.70, 57.79' rt aluminum pedestal sw corner 635-2-11 646-1-11 630-2-12 20 lf 1 ea 1 ea 1 ea 665-1-11 sw corner 635-2-11 646-1-11 1 ea 1 ea 1 ea 665-1-11 6 6 8 4 2 2 660-2-106 1 as 8 as 653-1-60 4 ea 665-1-60 detectors for loops loops no. Of dets. No. Of no. Mov.'t l-4 1 1 l-8 1 1 3-sect., 1-way 8 existing install retrofit backplates 8 ea 650-2-109 (to remain) r/w line r/w line r/w line r/w line r/w line r/w line r/w line r/w line £ survey SR 972 £ survey sw 26 rd 635-2-11 2 ea p8 det ped ped signal ped pole p p ped det ped pole p6 signal ped p4 ped signal ped pole p det ped p det ped pole ped p6 proposed fpl service point sta. 61+17.42', 88.78' lt prop. Controller cabinet 632-7-1 1 pi 635-2-11 7 ea 635-2-12 1 ea 660-1-109 1 ea 660-2-106 1 as 670-5-140 (m660-x) 1 as 88.78' lt prop. Srvc. Disc. Sta. 61+17.42, 639-1-122 1 as 635-2-11 3 ea 630-2-12 639-2-1 14 lf 630-2-12 (2 loop) (3 signal) 5 run @ 91 lf 630-2-12 (1 signal) 1 run @ 72 lf 630-2-12 10 lf 630-2-12 635-2-30 1 ea 8 lf 639-2-1 6 lf 641-2-12 1 ea 14 lf p 684-90-102 1 ea removed) disc. (to be exist. Srvc. (to be removed) exist. Controller cabinet 670-5-600 1 as 639-3-60 1 ea tf1 6 tf2 4 + 8 2 p2 p6 p4 p8 2 6 p6 p2 4 8 p6 p2 p4 p4 p8 p8 sw 3 av manolo reyes way coral way controller timing reference table nbl sbt ebl nbt sbl wbl EBT 1 2 3 4 5 6 7 8 wbt 86 4.0 2.0 2 60 7 17 40 135 4.0 3.0 4 97 7 28 30 86 4.0 2.0 6 67 7 19 40 135 4.0 3.0 - 106 7 30 30 vehicle movement function approach direction approach posted speed (mph) red clearance distance (feet) yellow change interval (sec.) red clearance interval pedestrian movement function ped. Crossing distance (ft) pedestrian walk interval (sec.) pedestrian change interval (sec.) 30 120 4.0 3.0 40 115 4.0 3.0 30 120 4.0 3.0 40 124 4.0 3.0 sign details 4. Controller cabinet model m660-x movements 4 and 8 - red movements 2 and 6 - yellow flashing operation: 3. Phase 1 recall and phase 2 actuated 2. Minor street: sw 26 rd major street: SR 972 / coral way 1. Controller operation existing signal head details signal operating plan pedestrian head details ne corner p8 det ped e c p2 signal ped nw corner signal ped pole ped removal items: b a 1 ea 9" x 15" r10-3e 3 ea 9" x 15" r10-3e c 1 ea 9" x 15" r10-3i vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross sw 3 av to cross push button steady timer flashing d e 1 ea 9" x 15" r10-3i 1 ea 9" x 15" r10-3i vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross sw 26 rd to cross push button steady timer flashing vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross sw 26 rd to cross push button steady timer flashing f 1 ea 9" x 15" r10-3i vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross sw 3 av to cross push button steady timer flashing a b a a p4 pole ped d signal ped p2 signal ped det ped f note intersection = 280 total wattage for + + + phase 1 phase 2 vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross to cross push button steady timer flashing vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross to cross push button steady timer flashing off-system agreement exhibit conduits, service point, pull boxes, loops, service disconnect, controller cabinet legend 58 59 60 61 60 60 29 30 31 30 30 limit speed 35 SR 972 / coral way / sw 3 ave sw 27 rd sw 26 rd SR 972 / coral way / sw 3 ave sw 27 rd sw 26 rd r2-1 30"x36" sw 27 rd sw 26 rd prop. Srvc. Disconnect = sta. 58+78.41, 58.96' lt. 52.38' lt. , 58+70.33 sta. Speed feedback sign = £ survey r/w line r/w line r/w line r/w line r/w line r/w line r/w line r/w line r/w line prop. Fpl srvc. Point 1"=40' n 10 40 feet 0 date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county t-15 sign details speed feedback 445998-1-52-01 miami-dade SR 972 5/8/2024 z:\projects\worksets\FDOT\44599815201\signalization\plansg_speedfeedbacksigns01.dgn 4:16:28 pm lrodriguez miami, fl 33186 14335 sw 120 street, suite 205 ribbeck engineering, INC. License number 70964 hans c. Ribbeck, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. 700-141-131 1 ea 1 ea 630-2-12 282 lf (fpl) asset no. 8335 SR 972 / coral way / sw 3 ave at sw 2650 blk 641-2-12 1 ea 639-1-122 1 ea 635-2-11 3 ea 630-2-12 2 lf (fpl) 15 lf (fpl) 635-2-11 2 ea 639-2-1 282 lf controller operations - major street: coral way speed feedback sign initial settings - high speed cut-off: 50 mph - slowdown message alert: 40 mph - violation alert flashing: 36 mph - minimum display speed: 30 mph - posted speed limit: 35 mph 1 ea 635-2-30 639-2-1 2 lf 15 lf 630-2-12 635-2-11 639-2-1 speed your 700-3-101 1 ea sign foundation (typical) exp. Jt. Concrete slab plan 3'-0" 3'-0" 6'-0" 3'-0" front side traffic flow direction of 8'-0" 5'-0" r2-1 (30" x 36") sign speed your limit speed xx (30"x42") electronic speed feedback sign 7'-0" clearance 1" to pull box n.t.s. (front view) n.t.s. (side view) pole (sch. 80) nominal 4.5" aluminum 42" 8'-0" 8e font) height (highway gothic see index for numerical transformer base pedestal to be mounted on controller cabinet spi 700-120 refer to foundation detail off-system agreement exhibit conduit, pull box, service point legend water 64 65 66 65 28 29 30 31 30 30 64 65 66 65 28 29 31 sd san san san SR 972/sw 3 ave SR 972/sw 3 ave sw 25 rd sw 2 ave v v 10 40 feet 0 n date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county t-8 signalization plan 445998-1-52-01 miami-dade SR 972 5/7/2024 s:\design\FDOT\445998-1 coral way - SR 972\signalization\plansg02.dgn 10:19:46 am lopezju intersection id no. 5192 coral way and sw 25 road (to remain) exist. Iisns x coral way sw 3 av (to remain) exist. Iisns sw 25 rd y j coral gables, florida - 33134 201 alhambra cir. - suite 800 exp u.s. Service INC. License number 73797 orge a. Lopez, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. 3-sect., 1-way 8 existing 4 6 8 2 r y g ped. Signal count-down 1-sect., 1-way 12 as 653-1-11 p4 p6 p8 p2 v-1 v-2 sta. 65+80.23, 53.45' rt aluminum pedestal 635-2-11 646-1-11 1 ea 1 ea 1 ea 665-1-11 (to be removed) remain) ped. Detector exist. Mast arm (to 4 8 635-2-12 646-1-11 630-2-12 59 lf 1 ea sta. 65+70.06, 59.90' rt aluminum pedestal p4 ped signal ped pole p se corner det ped p6 p6 p4 p4 p8 p2 p8 p2 sta. 65+79.95, 53.93' lt aluminum pedestal 635-2-11 646-1-11 1 ea 1 ea 1 ea 665-1-11 p4 ne corner p det ped pole ped sta. 65+71.73, 60.32' lt aluminum pedestal 635-2-11 646-1-11 630-2-12 21 lf 1 ea 1 ea 1 ea 665-1-11 det ped ne corner pole ped p signal ped p2 sta. 64+88.32, 62.38' lt aluminum pedestal 1 ea 1 ea 1 ea 11 lf 635-2-11 630-2-12 646-1-11 665-1-11 p ped pole p2 ped det ped signal nw corner ped. Detector (to be removed) exist. Mast arm (to remain) ped. Detector (to be removed) exist. Mast arm (to remain) sta. 64+79.12, 54.52' lt aluminum pedestal 1 ea 1 ea 1 ea 635-2-11 646-1-11 665-1-11 2 2 6 6 6 6 2 2 4 4 8 8 sta. 64+80.06, 53.41' rt aluminum pedestal 635-2-11 646-1-11 1 ea 1 ea 1 ea 665-1-11 pole ped p det ped p8 nw corner sta. 64+89.18, 60.25' rt aluminum pedestal 635-2-11 646-1-11 630-2-12 (2 signal) 2 run @ 86 lf 1 ea 1 ea 1 ea 665-1-11 y y y x x 639-3-60 1 ea ped. Detector (to be removed) exist. Mast arm (to remain) install retrofit backplates 8 ea 650-2-109 (to remain) 635-2-11 1 ea 660-4-12 1 ea 660-4-12 1 ea 635-2-11 1 ea r/w line r/w line r/w line r/w line r/w line r/w line line r/w r/w line connection chart video detector detector video # movements to connected zone detection 4 v4 v8a 8 v-1 v-2 signal ped sw corner p ped det ped pole p6 £ survey SR 972 £ survey sw 25 rd det ped p8 median 1 pole ped p median 2 p8 p signal ped ped pole det ped 635-2-11 646-1-11 1 ea 1 ea 1 ea 665-1-11 635-2-11 646-1-11 1 ea 1 ea 1 ea 665-1-11 p4 ped pole p det ped ped signal median 4 p pole ped det ped p4 median 3 635-2-11 646-1-11 1 ea 1 ea 1 ea 665-1-11 635-2-11 646-1-11 1 ea 1 ea 1 ea 665-1-11 sta. 64+88.86, 2.24' lt median 1 aluminum pedestal sta. 64+88.94, 6.69' rt median 2 aluminum pedestal sta. 65+70.14, 4.73' lt median 3 aluminum pedestal sta. 65+70.39, 4.87' rt median 4 aluminum pedestal 635-2-11 665-1-11 1 ea p8 det ped ped signal ped pole p sw corner se corner 635-2-11 1 ea 632-7-1 660-4-11 proposed fpl service point 670-5-140 sta. 65+69.93, 132.06' rt prop. Srvc. Disc. 630-2-12 (1 signal) 1 run @ 135 lf (1 video) 1 run @ 107 lf 630-2-12 1 pi 6 ea 1 ea 1 ea (660m-x) 1 as 639-1-122 1 as 635-2-11 3 ea 630-2-12 639-2-1 13 lf (1 video) 1 run @ 180 lf 630-2-12 630-2-12 (1 signal) 1 run @ 123 lf 13 lf 641-2-12 1 ea 630-2-12 635-2-30 1 ea 33 lf 639-2-1 33 lf 684-90-102 1 ea 665-1-60 4 ea 670-5-600 1 as p det ped p6 pole ped signal ped (to be removed) exist. Srvc. Disc. 2 6 p6 p2 4 8 p8 p4 p2 p6 p8 p4 sta. 65+73.63, 132.36' rt prop. Controller cabinet cabinet (to be removed) exist. Controller p2 p6 p2 p6 p2 p6 tf1 6 tf2 4 + 8 2 p4 p8 controller timing reference table nbl sbt ebl wbt sbl nbt wbl EBT 1 2 3 4 5 6 7 8 40 111 4.0 3.0 2 70 7 20 133 4.0 3.0 4 97 7 28 30 111 4.0 3.0 6 67 7 19 40 135 4.0 3.0 - 96 7 27 30 vehicle movement function approach direction approach posted speed (mph) red clearance distance (feet) yellow change interval (sec.) red clearance interval pedestrian movement function ped. Crossing distance (ft) pedestrian walk interval (sec.) pedestrian change interval (sec.) 30 133 4.0 3.0 40 133 4.0 3.0 30 140 4.0 3.0 40 140 4.0 3.0 sign details 4. Controller cabinet model m660-x movements 4 and 8 - red movement 2 and 6 - yellow flashing operation: 3. Phase 1 recall and phase 2 actuated 2. Minor street: sw 25 rd major street: SR 972 / coral way 1. Controller operation existing signal head details signal operating plan pedestrian head details a b signal ped a b a signal ped removal items: b a 6 ea 9" x 15" r10-3e 6 ea 9" x 15" r10-3e vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross to cross push button steady timer flashing vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross to cross push button steady timer flashing a b signal ped a b signal ped a b note intersection = 320 total wattage for b phase 1 phase 2 + + + + v4a v8a off-system agreement exhibit legend conduits, pull boxes, service disconnect, controller cabinet by breezeline) (to be adjusted breezeline handhole adjusted by verizon - see uws) verizon handhole (to be water sd water san sd san san sd mh water sd sd water water water water water water water water sd sd water water water san sd sd sta. 72+06.83 bk = sta. 72+06.83 ah equation: n37°34'51"w n37°34'51"w n37°34'49"w n37°34'49"w pi sta. +06.83 n52°25'42"e n52°23'13"e 69 70 71 72 73 74 70 70 29 30 31 30 30 37.5' 37.5' wv wv sw 24 rd r/w line sw 23 rd £ sw 23 rd r/w line r/w line r/w line revilla law firm, p.a r/w line SR 972 / coral way / sw 3 ave r/w line £ survey sm dm dm £ sw 23 rd r/w line r/w line r/w line £ survey r/w line dm sm wv +40.18 46.04' lt. +38.72 55.21' lt. +38.72 55.06' rt. +57.53 55.04' rt. +08.78 54.97' rt. +28.15 54.99' rt. +31.05 45.65' rt. +06.05 45.63' rt. +98.80 45.69' rt. +81.06 45.87' rt. +10.51 46.19' lt. +09.60 48.87' lt. +63.38 48.31' lt. +56.33 53.51' lt. +93.26 53.49' lt. +71.23 48.40' lt. +94.17, 54.05' rt. +19.24 54.97' rt. +94.10, 45.75' rt. +23.09 46.08' rt. +42.40 45.93' rt. +47.72 55.15' rt. +71.88 45.88' rt. +73.88 52.94' rt. +17.99 42.05' lt. End c&g type f with flared end match exist. El. +17.98, 46.05' lt. +14.48 42.04' lt. End swk. Const. Match to exist. +11.49 end c&g type f with flared end match exist. El. +11.53, 45.26' rt. Begin swk. Const. Match to exist. +03.33 begin c&g type f match to exist. Match exist. El. +95.10 +95.10, 58.20' rt. +08.31, 45.21' rt. 5' 13.0'r begin c&g type f match to exist. Match exist. El. +36.36 begin c&g type f with flared end match exist. El. +78.72, 46.30' rt. End c&g type f with flared end match exist. El. +45.15, 46.17' rt. Begin swk. Const. Match to exist. +59.59 end swk. Const. Match to exist. +78.29 13.5'r begin swk. Const. Match to exist. +44.37 end swk. Const. Match to exist. +58.64 +49.00 43.60' rt. +48.98, 45.60' rt. +36.39, 57.90' rt. +34.39, 57.87' rt. 5' 5' 120.0' 60.0' 60.0' 75.0' 37.5' 37.5' 75.0' 37.5' 37.5' 75.0' 37.5' 37.5' 75.0' begin swk. Const. Match to exist. +04.48 end swk. Const. Match to exist. +17.95 +01.14 el. 8.63' 23.0'r 22.5'r end swk. Const. Match to exist. +79.17 begin swk. Const. Match to exist. +49.37 begin c&g type f match to exist. +35.68 end c&g type f match to exist. +44.60 18.5'r +36.39 begin c&g type f with flared end match exist. El. +80.68, 47.55' lt. Begin swk. Const. Match to exist. +13.09 5' 5' +87.87 el. 8.46' pi-14 14.5'r 12.5'r +63.00 46.05' rt. +96.19 el. 8.76' +86.84 el. 8.57 +38.41 el. 8.58' +91.40, 77.73' lt. Begin c&g type f match to exist. Match exist. El. +95.40 +95.41, 68.54' lt. +91.41, 65.02' lt. +68.55, 46.65' lt. Sm wv +35.67, 65.16' lt. +49.36, 55.00' lt. CR-l CR-a CR-e CR-e CR-e +31.97 45.58' rt. +87.90, 58.00' lt. Limit of milling and resurfacing match to exist. 30+77.73 limit of milling and resurfacing match to exist. 29+18.00 limit of milling and resurfacing match to exist. 29+20.00 limit of milling and resurfacing match to exist. 29+20.00 limit of milling and resurfacing match to exist. 30+66.77 11.5'r hydrant (to remain) exist. Mdwasd fire +79.47 46.16' lt. +79.47 54.91' lt. +62.29 46.19' lt. Hydrant (to remain) exist. Mdwasd fire +63.65 53.88' lt. +19.50 52.90' lt. +74.04, 45.47' rt. +72.77, 51.45' rt. +87.55, 59.13' rt. +44.37 64.00' lt. +47.62, 53.70' rt. CR-e +91.10, 73.69' rt. +91.10, 58.20' rt. +08.37 41.21' rt. +11.59 41.26' rt. End c&g type f match to exist. Match exist. El. +87.54 end swk. Const. Match to exist. +78.22 r/w line maintained +27.00 +36.37 46.36' lt. Begin c&g type e +19.50, 46.24' lt. End c&g type e +34.50, 46.35' lt. (to be relocated by mdt) exist. Mdt trash receptacle begin c&g type e +73.88, 45.88' rt. Begin swk. Const. Match to exist. +69.72 +81.37 +34.50 52.91' lt. +40.36 55.05' lt. +68.65 53.92' lt. +64.61 54.25' lt. +64.55 52.55' lt. Legend a b 70.49' lt. +81.68 c d 73.60' lt. +83.75 78.10' lt. +83.74 f e d c b h g a e f 87.78' lt. +84.05 103.69' lt. +84.06 g h 139.38' lt. +82.49 143.88' lt. +82.56 +88.06 match exist. El. To exist. Curb type d end c&g type f dm 90°0'32" wv dw dw +74.91 54.98' lt. +81.85 54.97' lt. +84.79 54.97' lt. +04.35 55.00' lt. +07.52 55.01' lt. +08.02 53.54' lt. +14.73 53.54' lt. +14.73 55.03' lt. +44.24, 83.68' rt. +44.28, 77.68' rt. Ij k l end swk. Const. Match to exist. +97.60 i +76.68, 48.82' rt. Begin swk. Const. J k l 48.82' rt. +84.18 55.14' rt. +84.18 54.05' rt. +89.17 and adjusted by mdwasd) manhole (to be exposed mdwasd buried san. Sewer curb w/ thick. Edge 22 lf proposed swk curb w/ thick. Edge 11 lf proposed swk edge w/ thick. Swk curb proposed 25 lf wv e16 e17 e18 e19 e20 san. San. San. San. San. San. 12" wm 12" wm wm teco 2" gas verizon 2" hdpe verizon 2" hdpe breezeline bfo at&t ot fpl dist. Be fpl dist. Oe fpl dist. Oe th-l06 th-79 th-80 legend: 2.5" milling and resurfacing widening sod ¡ of pedestrian curb ramp (to be adjusted by mdwasd - see uws) mdwasd water valve wv sm (to be adjusted by mdwasd - see uws) mdwasd san. Sewer manhole dm (to be adjusted) exist. Drainage manhole 4" thick concrete sidewalk 6" thick concrete sidewalk 1.25" milling and resurfacing reconstruction parking lane & turnout pi-14 sta. 72+11.83 (£ sr972) = sta. 30+00.00 (£ sw 23 rd) legend: +xx.xx legend: 2.5" milling and resurfacing widening sod ¡ of pedestrian curb ramp (to be adjusted by mdwasd - see uws) mdwasd water valve wv sm (to be adjusted by mdwasd - see uws) mdwasd san. Sewer manhole dm (to be adjusted) exist. Drainage manhole 4" thick concrete sidewalk 6" thick concrete sidewalk 1.25" milling and resurfacing reconstruction parking lane & turnout pi-14 sta. 72+11.83 (£ sr972) = sta. 30+00.00 (£ sw 23 rd) legend: +xx.xx 1"=40' n date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county 27 roadway plan 445998-1-52-01 miami-dade SR 972 5/13/2024 z:\projects\worksets\FDOT\44599815201\roadway\planrd01.dgn 1:15:56 pm jezra miami, fl 33186 14335 sw 120 street, suite 205 ribbeck engineering, INC. License number 70964 hans c. Ribbeck, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. Match line sta. 74+80.00 match line sta. 68+80.00 off-system agreement exhibit sidewalk, c&g, sod legend mh 69 70 71 72 73 74 70 70 29 30 31 30 30 @ 40' c.c. (typ.) skip w/ w/r rpm's 6" white 10'-30' rpm's blue blue rpm 10' 10' 10' 10' delineator post (yellow) 3 ea 0705 11 1 8" white 8" white 8" white 8" white 8" yellow 8" yellow 2'-4' skip (typ.) 6" white (typ.) 12" white 12" c.c.(typ.) md/y rpms @ (typ.) 24" white +31 +24 +72 +28 +38 +61 +65 +93 +54 +08.24 38.02' rt +74.05 38.01' rt +48.96 38.18' rt +00 +95.10 63.50' rt +84 +42 +55.13 38.49' lt +18.01 39.04' lt +05 +86 +39 8' r 21' r +54 +71 +71 +76.72 39.04' lt +10 +10 10' c.c. (typ.) 6" white @ 10' c.c. (typ.) 18" yellow @ +04.44 68.20' rt +36.29 64.36' rt +19.67 68.20' rt 11' r +19 +23 (typ.) 18" white +42 +46 17' r 22' typ. 40' c.c. (typ.) w/ y/y rpm's @ 6" dbl yellow +55 +74 +18 sw 24 rd sw 23 rd SR 972 / coral way / sw 3 ave +68 +05 +19 +06 8" white 3' 4' 10.0' 10.0' 10.0' 10.0' 7' 2' 8.3' 4' 3' 10.0' 10.0' 2' 4' 3' 7' 10.0' 10.0' 10.0' 10.0' 10.0' 10.0' 10.0' 10.0' 3' 3' stop exist. Sign (to be removed) relocate exist. Street name signs to new assembly 0700 1600 1 ea 0700 1114 sta. 69+00 1 ea lim IT speed 40 sw 24 rd exist. Sign to remain 12 exist. Sign to remain exist. Sign to remain bike lane no parking time any exist. Sign to remain no parking time any exist. Signs to remain (2) stop exist. Sign (to be removed) relocate exist. Street name signs to new assembly 0700 1600 1 ea 0700 1114 sta. 72+41 1 ea sw 22 rd exist. Sign to remain 0700 3601 exist. Sign panel (to be removed) 1 ea no parking time any no parking time any r7-1r 12"x18" 0700 1111 sta. 74+18 1 ea limit speed 40 r2-1 30"x36" 0700 1111 sta. 73+67 1 ea 0700 1600 exist. Sign (to be removed) 1 ea pay by phone exist. Sign to remain no parking loading zone comercial tow away zone mon - sat 7 a.m - 6 p. M. Exist. Sign to remain stop exist. Sign (to be removed) 0700 1600 1 ea 0700 1114 sta. 71+84 1 ea gs-9 36"x12" gs-7 36"x18" (2) (2) sw 24 rd exist. Sign to remain exist. Sign to remain on right of way parking no exist. Sign (to be removed) 0700 1600 on right of w ay parking no 3 ea on right of way parking no on right of w ay parking no 0700 1111 3 ea r8-1rw 24"x30" (2) a b legend b a b a b a (to be removed) 1 ea sw rd 23 sw rd 23 coral way sw av 3 coral way sw av 3 sta. 70+02 sta. 72+93 sta. 74+14 next signal sw 25 rd do not enter r5-1 36"x36" 0700 1111 4 ea sta. 69+60 sta. 71+21 sta. 73+04 sta. 74+66 d d d d d yield one way 0700 1113 sta. 69+10 r1-2 36"x36"x36" r6-1l 54"x18" one way r6-1r 54"x18" 1 ea one way one way stop divided highway r1-1 36"x36" r6-3 30"x24" r6-1l 54"x18" r6-1r 54"x18" 0700 1111 sta. 69+00 1 ea yield one way one way 0700 1113 sta. 72+51 r1-2 36"x36"x36" r6-1l 54"x18" r6-1r 54"x18" 1 ea yield one way one way 0700 1113 sta. 71+75 1 ea r6-1l 54"x18" r6-1r 54"x18" r1-2 36"x36"x36" r1-1 36"x36" r6-3 30"x24" r6-1l 54"x18" r6-1r 54"x18" one way one way stop divided highway one way r6-1l 54"x18" 0700 1111 sta. 71+82 1 ea 0700 1111 sta. 72+41 1 ea one way r6-1l 54"x18" one way r6-1l 54"x18" one way one way stop divided highway sw rd 23 sw rd 23 coral way sw av 3 coral way sw av 3 r1-1 36"x36" r6-3 30"x24" r6-1l 54"x18" r6-1r 54"x18" lim IT speed 35 refer to speed feedback sign details in signalization plans exist. Sign (to be removed) 0700 1600 1 ea lim IT speed 35 r2-1 30"x36" 0700 1111 sta. 38+42 1 ea limit speed 35 coral way sw av 3 coral way sw av 3 sw rd 24 sw rd 24 coral way sw av 3 coral way sw av 3 sw rd 24 sw rd 24 sw rd 23 sw rd 23 coral way sw av 3 coral way sw av 3 0700 3501 4 ea 0700 3501 4 ea 1"=40' n date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county s-13 s&pm plan 445998-1-52-01 miami-dade SR 972 5/13/2024 z:\projects\worksets\FDOT\44599815201\signingandmarking\plansp01.dgn 10:09:12 am lrodriguez miami, fl 33186 14335 sw 120 street, suite 205 ribbeck engineering, INC. License number 70964 hans c. Ribbeck, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. Match line sta. 68+80.00 match line sta. 74+80.00 r/w line line r/w r/w line r/w line r/w line r/w line r/w line r/w line r/w line r/w line £ sw 23 rd £ sw 23 rd £ survey c c c c off-system agreement exhibit signage legend date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county l-13 lighting plan 445998-1-52-01 miami-dade SR 972 5/6/2024 w:\FDOT\44599815201\lighting\planlt01.dgn 6:48:55 pm premi doral, florida 33172 2555 nw 102nd avenue, suite 214 premiere lighting & traffic, INC. License number 73059 christopher w. Tillit, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. Sta. 68+80.00 water sd water san sd san san san sd mh san water sd sd water water water water water water water water sd sd 69 70 71 72 73 74 70 70 29 30 31 30 30 r/w line r/w line r/w line r/w line r/w line r/w line r/w line r/w line r/w line r/w line SR 972 / coral way / sw 3 ave SR 972 / coral way / sw 3 ave sw 24 rd sw 24 rd sw 23 rd sw 23 rd £ sw 23 rd £ sw 23 rd £ SR 972 £ SR 972 electrical service to be reused by fpl exist. 120/240v, 1 phase, 3 wire, 2#2, 1#2 (n) in 2"c proposed service feeder 630-2-12 1 run @ 75 lf to be removed exist. Load center "b" 4#6 (b-iv, b-v), 1#6 (gnd) in 2"c 4#6 (b-ii, b-iii), 1#6 (gnd) in 2"c 2 runs @ 95 lf 630-2-12 circuits to proposed circuits. Pull box. Replace pull box and re-connect existing intercept existing lighting circuits in existing 4#6 (b-iv, b-v) 1#6 (gnd) in 2" 4#6 (b-ii, b-iii) 1#6 (gnd) in 2" 2 runs @ 20 lf 630-2-12 th th-l06 2#2, 1#2 (n) in 2"c proposed service feeder 630-2-12 1 run @ 90 lf 1"=40' n off. = 59.60' lt. Sta. 72+71.50 main ckt breaker 100 amps, 240v, 2 pole service feeder 3#2 20/240v, 1 phase, 3 wire, 1 proposed load center "b" off-system agreement exhibit conduits, pull boxes legend water water san 103 104 105 105 29 30 31 30 30 29 31 sd sd sd water water san sd back flow back flow elec water v v v v SR 972/sw 13 st SR 972/sw 13 st sw 2 ave n 10 40 feet 0 date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county t-10 signalization plan 445998-1-52-01 miami-dade SR 972 4/4/2024 s:\design\FDOT\445998-1 coral way - SR 972\signalization\plansg02.dgn 1:02:17 pm lopezju y (to remain) exist. Sign (to remain) exist. Sign intersection id no. 2258 coral way and sw 2 ave j coral gables, florida - 33134 201 alhambra cir. - suite 800 exp u.s. Service INC. License number 73797 orge a. Lopez, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. P4 p6 p2 p8 sw corner sta. 104+50.59, 33.83' lt aluminum pedestal 635-2-11 646-1-11 630-2-12 20 lf 1 ea 1 ea 1 ea 665-1-11 2 2 x 3-sect., 1-way 6 existing 4 6 8 2 r y g (to remain) r/w line r/w line r/w line r/w line r/w line r/w line r/w line r/w line sw 2 av ne corner ne corner sta. 104+38.80', 46.51lt aluminum pedestal 635-2-11 646-1-11 630-2-12 15 lf 1 ea 4 ea 1 ea 665-1-11 sw corner se corner pole (to remain) exist. Mast arm sta. 103+54.54, 29.58' rt aluminum pedestal 635-2-11 646-1-11 630-2-12 16 lf 1 ea 2 ea 1 ea 665-1-11 2 2 4/7 4 y (to be removed) detectors p6, & p8, and ped. Exist. Ped. Signals p6 p6 p8 p8 p4 p4 p2 p2 sta. 103+69.21, 28.92' rt aluminum pedestal 630-2-12 646-1-11 630-2-12 665-1-11 (1 signal) 1 run @ 75 lf 1 ea 13 lf 1 ea sta. 104+54.88, 33.10' rt aluminum pedestal 635-2-11 646-1-11 630-2-12 16 lf 1 ea 2 ea 1 ea 665-1-11 exist. Mast arm pole (to remain) sta. 104+47.21, 31.28' rt aluminum pedestal 635-2-11 646-1-11 630-2-12 26 lf 1 ea 1 ea 1 ea 665-1-11 6 6 3/8 8 ped. Signal count-down 1-sect., 1-way 6 as 653-1-11 635-2-11 4 ea 3 ea 646-1-60 3 6 6 7 8 4 p6 det ped pole ped p p8 signal ped pole ped p det. Ped signal ped p ped det ped pole p6 det. Ped pole ped p signal ped p2 p4 p det. Ped pole ped 630-2-12 (1 signal) 1 run @ 67 lf m nw corner det ped p det ped p8 p2 (to remain) exist. Mast arm (to remain) and detector ped signal p2 & p8 exist. Ped pole, (to be removed) detectors p4 and ped. Ped. Signals, p2 & exist. Ped pole, v-3 v-4 v-1 v-2 (to be removed) and detector ped signal p4 & p6 exist. Ped pole, (to remain) exist. Srvc. Disc. Cabinet (to remain) exist. Controller equipment (to be adjusted) exist. Video detection 660-4-52 1 ea y (to be adjusted) detection equipment exist. Video 660-4-52 2 ea (to be adjusted) detection equipment exist. Video 660-4-52 1 ea 5-sect., 1-way g g y r y 3/8 g g y r y 7/4 connection chart video detector detector video # movements to connected zone detection 4,7 v7a,v4a,v4b v2a,v2b 2 v-1 v-2 v-3 6 v6a,v6b v-4 3,8 v3a,v3b,v3c pole (to remain) exist. Mast arm service point exist. Fpl p2 p8 (to remain) count-down exist. Ped signal p4 ped signal ped pole p ped pole det ped sw 13 st coral way turn no on red 1/6 3 existing (to remain) p2 tf6 3 tf8 8 p8 2 p6 6 tf7 7 p4 4 tf2 tf3 tf4 tf1 6 tf2 1 p2 tf6 tf3 3 tf8 8 p8 2 p6 6 p6 tf7 7 tf4 p4 4 2 6 p6 p2 p6 p2 6 p6 p6 1 8 p8 8 p8 4 p4 7 p4 8 4 p8 p4 p8 8 4 p4 p8 p4 p8 8 p8 8 p8 4 p4 7 p4 2 6 p6 p2 p6 p2 635-2-11 8 ea 1 ea 635-2-12 635-2-11 3 ea 635-2-11 2 ea 1 ea 660-4-11 pole (to remain) exist. Mast arm (to remain) exist. Sign (to remain) exist. Sign sop am peak sop controller timing reference table nbl sbt ebl wbt sbl wbl EBT 1 2 3 4 5 6 7 8 nbt 35 94 4.0 2.0 2 74 7 21 30 80 4.0 2.0 4 54 7 15 35 88 4.0 2.0 6 54 7 15 30 80 4.0 2.0 - 52 7 15 vehicle movement function approach direction approach posted speed (mph) red clearance distance (feet) yellow change interval (sec.) red clearance interval pedestrian movement function ped. Crossing distance (ft) pedestrian walk interval (sec.) pedestrian change interval (sec.) 30 92 4.0 2.0 30 90 4.0 2.0 30 84 4.0 2.0 35 86 4.0 2.0 b a 1 ea 9" x 15" r10-3e 5 ea 9" x 15" r10-3e vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross to cross push button steady timer flashing vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross to cross push button steady timer flashing sign details protected 4. Movement 3 and 7 are permissive/ movements 4, and 8 - red movement 2 and 6 - yellow flashing operation: 3. Phase 1 recall and phase 2 actuated 2. Minor street: sw 2 ave major street: SR 972 / coral way 1. Controller operation existing signal head details pedestrian head details x removal items: a a b a signal ped a ped pole b a ped signal signal ped x note intersection = 360 total wattage for a + + + + + + + + + + phase iii phase iv phase ii phase i or phase iii phase i phase ii phase ii phase iii or t u u u u u t t signal operating plan v7a v4a v2b v2a v8a v3a v8b v6a v6b v4b off-system agreement exhibit pull boxes legend 110 111 112 110 110 29 30 31 30 30 110 112 110 110 29 31 gas water mh water sd elec SR 972/sw 13 st sw 1 ave v v n 10 40 feet 0 date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county t-11 signalization plan 445998-1-52-01 miami-dade SR 972 5/9/2024 s:\design\FDOT\445998-1 coral way - SR 972\signalization\plansg02.dgn 3:40:46 pm lopezju y (to remain) exist. Iisns (to remain) exist. Iisns intersection id no. 2257 coral way and sw 1 ave sw 1 av kagoshima blvd (to be removed) exist. Sign (to remain) exist. Sign (to remain) exist. Sign (to remain) exist. Sign do not enter (to remain) exist. Sign j coral gables, florida - 33134 201 alhambra cir. - suite 800 exp u.s. Service INC. License number 73797 orge a. Lopez, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. 3-sect., 1-way 4 existing 4 8 r y g count-down ped. Signal 1-sect., 2-way 4 as 653-1-12 p4 p6 p2 p8 v-1 v-1 sta. 111+34.48, 28.65' rt aluminum pedestal 635-2-11 646-1-11 1 ea 3 ea 2 ea 665-1-11 sta. 111+29.51, 30.59' lt aluminum pedestal 635-2-11 6 ea 1 ea sta. 110+79.47, 35.05' lt aluminum pedestal 1 ea 1 ea 2 ea (1 signal) 1 run @ 55 lf 635-2-11 630-2-12 646-1-11 665-1-11 sta. 110+72.97, 25.96' rt aluminum pedestal 635-2-11 646-1-11 1 ea 3 ea 2 ea 665-1-11 y x x 6 6 2 2 y 8 8 4 4 x p4 p4 p6 p6 p8 p8 p2 p2 ped. Detectors (to be removed) exist. Ped. Signals p4 & p6, and exist. Mast arm (to remain) removed) and ped. Detectors (to be exist. Ped. Signals, p2 & p4 exist. Mast arm (to remain) ped. Detectors (to be removed) exist. Ped. Signals p2, & p8, and exist. Mast arm (to remain) (to be removed) and detector ped signal p8 & p6 exist. Ped pole, 3-sect., 1-way 4 existing 4 6 8 2 r y g (to remain) install retrofit backplates 650-2-109 4 ea (to remain) 660-4-12 1 ea 660-4-12 1 ea r/w line r/w line r/w line line r/w r/w line r/w line r/w line r/w line £ survey SR 972 £ survey sw 1 ave 1 ea 646-1-11 635-2-12 2 ea 665-1-11 1 ea 646-1-60 6 as 653-1-60 3 ea 665-1-60 connection chart video detector detector video # movements to connected zone detection 4 v4a v8a,v8b 8 v-1 v-2 det ped p det ped p det ped proposed fpl service point sta. 111+37.51, 33.65' lt prop. Controller cabinet 660-4-11 670-5-140 1 ea 1 as (660x) 111 632-7-1 1 pi off. 44.03' lt sta. 111+30.64 prop. Srvc. Disc. 635-2-11 3 ea 8 lf 630-2-12 630-2-12 (1 vide0) 1 run @ 71 lf 630-2-12 (2 signal) 2 run @ 75 lf 12 lf (video) 630-2-12 630-2-12 53 lf (signal) 630-2-12 110 lf 639-2-1 110 lf 635-2-30 1 ea 639-2-1 14 lf 639-1-122 1 as 641-2-12 1 ea 635-2-11 1 ea 684-90-102 1 ea (to be removed) exist. Srvc. Disc. Pole 1 ea 641-2-60 1 ea 1 as 670-5-600 removed) (to re cabinet controller exist. P2 p6 p4 p8 tf1 6 tf2 4 + 8 2 sw 13 st coral way 2 6 p6 p2 4 p8 p4 8 p4 p8 p6 p2 phase 1 phase 2 1:45-3:30 pm 7:15-8:45 am school days vehicles turning stop for no on red in crosswalk pedestrians when turn 30"x30" r10-15a 630-2-12 12 lf 630-2-12 7 lf 630-2-12 9 lf p p det ped 700-3-201 2 ea 700-3-601 2 ea controller timing reference table nbl sbt ebl wbt sbl nbt wbl EBT function function 1 2 3 4 5 6 7 8 35 68 4.0 2.0 2 48 7 14 73 4.0 2.0 4 48 7 14 30 68 4.0 2.0 6 48 7 14 35 74 4.0 2.0 - 48 7 14 30 approach direction approach posted speed (mph) red clearance distance (feet) yellow change interval (sec.) red clearance interval ped. Crossing distance (ft) pedestrian walk interval (sec.) pedestrian change interval (sec.) vehicle movement pedestrian movement 30 75 4.0 2.0 35 72 4.0 2.0 30 82 4.0 2.0 10.5' 20' sign details 4. Controller cabinet model m660-x movements 4, and 8 - red movement 2 and 6 - yellow flashing operation: 3. Phase 1 recall and phase 2 actuated 2. Minor street: sw 1 ave major street: SR 972 / coral way 1. Controller operation w t u v z existing signal head details pedestrian head details signal operating plan se corner sw corner z u v w w t b a 1 ea 9" x 15" r10-3i 3 ea 9" x 15" r10-3i c 1 ea 9" x 15" r10-3i d 3 ea 9" x 15" r10-3i removal items: p4 pole ped a signal ped d signal ped p2 ne corner p8 pole ped b c signal ped p2 signal ped det ped nw corner note intersection = 320 total wattage for + + + vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross coral way to cross push button steady timer flashing vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross coral way to cross push button steady timer flashing vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross sw 1 ave to cross push button steady timer flashing vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross sw 1 ave to cross push button steady timer flashing d a signal ped p6 det ped det ped pole ped p8 signal ped pole ped a d p6 signal ped p4 det ped signal ped w w w v8b v8a v4a off-system agreement exhibit conduit, pull box, service point legend v v 10' u.e. Gas water water water water sd water water water water back flow water water tel water water water water water water san mh water water gas water elec sd sd mh sd water sd water water water elec elec sd san water san sd san sd water elec water water water sd san 109 110 111 112 113 114 110 110 29 30 31 30 30 £ SR 972 £ sw 1 ave £ sw 1 ave r/w line r/w line r/w line r/w line r/w line r/w line r/w line SR 972 / sw 13 st sw 1 ave sw 1 ave m-path m-path metrorail metrorail metrorail r/w line r/w line exist. Load center "a2" to be removed 1#6 (gnd) 2#6 (a2-iii) 630-2-12 1 run @ 75 lf 1#6 (gnd) 2#6 (a2-iii) 630-2-12 1 run @ 85 lf replace exist. Pull boxes due to sidewalk reconstruction at the following locations. (no plan coverage): sta. 88+74 (55.86' lt): (1 ea) sta. 89+57 (56.16' lt): (1 ea) sta. 91+46 (56.27' rt): (1 ea) sta. 92+08 (58.45' lt): (1 ea) sta. 92+29 (70.52' lt): (1 ea) sta. 93+27 (55.94' lt): (1 ea) sta. 121+17 (29.87' lt): (1 ea) 630-2-12 7 ea 519787.52' y = 920837.83' x = pole no. 53, ckt a2-iii off. = (exist. Rt) 108+77.04 sta. 519851.15' y = 920858.71' x = pole no. 54, ckt. A2-ii off. = (exist. Lt) 109+00.34 sta. 519790.62' y = 920917.60' x = pole no. 55, ckt. A2-iii ) 33.80' rt. Off. = ( 109+56.88 sta. 519793.23' y = 920990.31' x = pole no. 57, ckt. A2-iii off. = (exist. Rt) 110+29.62 sta. 519764.43' y = 921089.45' x = pole no. 58, ckt. Fpl off. = (exist. Rt) 111+27.60 sta. 519803.48' y = 921108.71' x = pole no. 59, ckt. A2-v off. = (exist. Rt) 111+48.34 sta. 519865.57' y = 921110.69' x = pole no 60, ckt a2-iv off. = (exist. Lt) 111+52.68 sta. 519856.41' y = 920978.59' x = pole no. 56, ckt. A2-ii off. = (exist. Lt) 110+20.33 sta. 1 1 1 1 1 1 keyed note: 1 replace existing sow cord, connectors, fuses, and in-line fuse holders. 2#2, 1#2 (n) in 2"c proposed service feeder 630-2-12 1 run @ 65 lf 2 runs @ 50 lf 630-2-12 intercept existing lighting circuits in existing pull box. Replace pull box and re-connect existing circuits to proposed circuits. Proposed load center "a2" 120/240v, 1 phase, 3 wire, service feeder 3#2 100 amps, 240v, 2 pole main ckt breaker sta. 111+52.76 off. = 28.92' rt exist. 120/240v, 1 phase, 3 wire, electrical service to be reused by fpl 4#6 (a2-ii, a2-iii), 1#6 (gnd) in 2"c 4#6 (a2-iv, a2-v), 1#6 (gnd) in 2"c 1"=40' n date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county l-16 lighting plan 445998-1-52-01 miami-dade SR 972 5/6/2024 w:\FDOT\44599815201\lighting\planlt01.dgn 6:39:50 pm premi sta. 114+60.00 doral, florida 33172 2555 nw 102nd avenue, suite 214 premiere lighting & traffic, INC. License number 73059 christopher w. Tillit, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. Sta. 108+60.00 off-system agreement exhibit conduits, pull boxes legend 121 29 30 31 30 30 29 30 31 30 30 san san water water sd water san sd sd elec water sd water water water water sd tel sd sd sd sd SR 972/se 13 st brickell ave SR 972/se 13 st SR 972/ se 12 ter v v v v n 10 40 feet 0 date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county t-13 signalization plan 445998-1-52-01 miami-dade SR 972 5/7/2024 s:\design\FDOT\445998-1 coral way - SR 972\signalization\plansg02.dgn 4:37:38 pm lopezju intersection id no. 2255 US 1 brickell ave & se 13 st (coral way) x to remain exist. Iisns t to remain exist. Iisns to remain exist. Iisns z to remain exist. Iisns u y to remain exist. Iisns coral way se 13 st coral way se 13 st se 12 ter se 12 ter 4 ea 646-1-60 1 as 653-1-60 (to remain) exist. Sign no turn on red (to remain) exist. Sign brickell av j coral gables, florida - 33134 201 alhambra cir. - suite 800 exp u.s. Service INC. License number 73797 orge a. Lopez, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. 3-sect., 1-way 4-sect., 1-way 5-sect., 1-way 2 existing 2 existing 3 existing 4 6 1/6 7/4 3/8 2 5/2 g g y r y r y g r y g g 5-sect., 1-way 4 existing g g y r y ped. Signal count-down 1-sect., 1-way 4 as 653-1-11 p4 p6 p8 p2 p8 p2 p2 p4 p4 p6 p4 p4 2 5/2 4 7/4 3/8 1/6 6 v-4 v-1 v-2 v-3 p8 p6 connection chart video detector detector video # movements to connected zone detection v1a v5a 1 3 1 3 v3a,v8a,v8b v-1 v4a,v4b,v7a v-3 v-4 v-2 p6 det ped ped signal se corner arm mast m sw corner sw corner nw corner nw corner ne corner median sta. 120+96.80, 36.82' rt aluminum pedestal 635-2-11 665-1-11 646-1-11 630-2-12 22 lf 1 ea 1 ea 2 ea (to remain) exist. Mast arm sta. 121+07.33, 48.31' rt aluminum pedestal 1 ea 635-2-11 646-1-11 1 ea 1 ea 665-1-11 sta. 29+68.24, 45.74' rt aluminum pedestal 630-2-12 (1 signal) 1 run @ 79 lf 2 ea 635-2-11 1 ea 665-1-11 sta. 29+85+33, 50.03' rt mast arm se corner 630-2-12 635-2-11 646-1-11 665-1-11 sta. 30+44.67, 41.66' rt aluminum pedestal 32 lf 1 ea 1 ea 1 ea 665-1-11 635-2-11 1 ea 1 ea sta. 30+73.82, 57.99' rt exist. Mast arm ne corner (to remain) and ped signal p6 exist. Mast arm 665-1-11 635-2-11 1 ea 1 ea sta. 30+69.81, 4.86' rt aluminum pedestal sta. 30+63.57, 55.46' lt aluminum pedestal 635-2-11 630-2-12 36 lf 6 ea 1 ea sta. 121+23.90, 37.84' lt signal p2, (to remain) exist. Mast arm, & ped 665-1-11 635-2-11 630-2-12 9 lf 3 ea 1 ea (to be replaced) detector (to remain) and ped signal p8, exist. Ped pole, (to remain) ped signal p6, exist. Mast arm, (to be removed) and detector ped signal p4, exist. (2)ped pole (to be removed) and detector ped signal p4, exist. Ped pole, (to be removed) & detector ped signal p8, exist. Ped pole, x z t x y u 6 6 1 2 2 2 5 8 3 8 3 8 7 4 install retrofit backplates 2 ea 650-2-109 (to remain) install retrofit backplates 3 ea 650-2-109 (to remain) install retrofit backplates 2 ea 650-2-109 (to remain) install retrofit backplates 3 ea 650-2-109 (to remain) count-down ped. Signal 1-sect., 2-way 1 as 653-1-12 p4 r/w line r/w line line r/w r/w line r/w line r/w line r/w line £ survey SR 972 brickell av £ survey 1 ea 1 ea 665-1-11 646-1-11 635-2-12 (to be removed) p2 and detector exist. Ped signal ped signal p det ped pole ped p8 p2 det ped signal ped ped pole p p det ped p4 signal ped pole ped ped signal p ped det ped pole p4 ped signal p p4 p4 det ped pole ped m p6 signal ped det ped arm mast sta. 121+08.71, 82.07' rt prop. Controller cabinet 632-7-1 1 pi proposed fpl service point 635-2-11 1 ea 670-5-140 (m660-x) 1 as 630-2-12 (3 signal) 3 run @ 81 lf (1 signal) 1 run @ 33 lf 630-2-12 630-2-12 (2 signal) 2 run @ 57 lf 630-2-12 (2 signal) 2 run @ 55 lf 630-2-12 113 lf 1 ea 635-2-30 113 lf 639-2-1 1 ea 646-1-11 684-90-102 1 ea cabinet (to be removed) exist. Controller off. 102.02' rt sta. 121+04.91 prop. Srvc. Disc. 635-2-11 3 ea 639-1-122 630-2-12 6 lf 639-2-1 1 as 10 lf 1 ea 641-2-12 to remain on mast arm exist. Electronic device tf1 tf2 tf3 tf1 tf2 6 5 3 + 8 + + tf4 4 + 7 4p 2 p6 p6 p2 p2 p6 + 630-2-12 41 lf 1 as 670-5-600 8/8r 4/4r 2/2r v w 2/2r 8/8r 4/4r 4r 5 1 8r 8r 1 p6 p8 8r 8 p8 p8 3 2r 4r p2 p2 2 5 p2 p2 2 5 p6 p6 1 6 4 p4 7 p4 6r 2r 2r 6 p6 6r p8 pole ped exist. P signal ped exist. Det ped signal ped exist. M det ped arm mast exist. P2 1 ea 665-1-11 660-4-11 1 ea 630-2-12 (1 video) 1 run @ 105 lf 630-2-12 (2 video) 2 run @ 113 lf 630-2-12 (3 video) 3 run @ 168 lf controller timing reference table vehicle movement nbl sbt ebl wbt sbl nbt wbl EBT function approach direction approach posted speed (mph) red clearance distance (feet) yellow change interval (sec.) red clearance interval pedestrian movement function ped. Crossing distance (ft) pedestrian walk interval (sec.) pedestrian change interval (sec.) 1 2 3 4 5 6 7 8 30 138 4.0 3.0 35 130 4.0 3.0 30 138 4.0 3.0 6 78 7 22 29 7 100 4 21 7 74 2 8 92 7 26 35 130 4.0 3.0 30 114 4.0 3.0 35 123 4.0 3.0 30 117 4.0 3.0 35 155 4.0 3.0 5. Controller cabinet model m660-x protected 4. Movement 1, 3, 5 and 7 are permissive/ movements coral way/se 12 terr - red movements bricekll ave - yellow flashing operation: 3. And phase 4 recall phase 1, 2, 3, 5, and 6 actuated 2. Minor street: SR 972 / coral way major street: brickell ave 1. Controller operation removal items: v sign details w existing signal head details pedestrian head details signal operating plan a w w v w b a 6 ea 9" x 15" r10-3e 3 ea 9" x 15" r10-3e vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross to cross push button steady timer flashing vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross to cross push button steady timer flashing c 6 ea 9" x 15" r10-3e vehicles watch for start crossing if started finish crossing don't start to finish crossing time remaining don't cross to cross push button steady timer flashing b b b a c b note intersection = 360 total wattage for 1 4r + 8r 2r + + phase 4 phase 1 phase 2 phase 3 phase 5 phase 6 a b v1a v5a v3a v8a v8b v7a v4a v4b off-system agreement exhibit pedestals, conduits, pull boxes, controller cabinet, service disconnet legend sd elec sd san water water san san mh sd sd san water sd water water water water mh sd mh mh mh water water water vvh4 vvh3 vvh5 vvh7 vvh6 vvh8 258 259 260 261 262 263 SR 972/coral way/sw 22nd st SR 972/coral way/sw 22nd st sw 21st ave sw 21st ave £ of survey SR 972 sta. 263+10.00 end signalization plans date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county 446003-1-52-01 miami-dade SR 972 4/11/2024 w:\FDOT\44600315201\signalization\plansg01.dgn 10:15:24 am premi 33172 fl , doral 2555 nw 102nd avenue, suite 214 premiere lighting & traffic, INC. 73059 license number: christopher w. Tillit, p.e. The official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. Engineer of record signalization plan t-4 sign details a c 10 ea 36" x 36" w11-02 5 ea 24" x 12" w16-7pl 1 ea 9" x 12" r10-25 5 ea 24" x 12" w16-7pr b signal cable 1 pi 632-7-1 esfbs - id# 7309 - coral way @ sw 2085 blk rrfb - id# 7307 - coral way @ sw 2100 blk n 10 40 feet 0 sta. 260+42.70 (42.95' lt) per MDC qpl #654-001-009 with accessible detector flashing beacon assembly prop. Rectangular rapid 654-2-12 1 as a b d 630-2-12 10 lf 639-2-1 10 lf 35 lf 630-2-12 639-2-1 (2#6, 1#6 (g)) 35 lf sta. 260+41.45 (3.43' lt) per MDC qpl #654-001-009 with accessible detector flashing beacon assembly prop. Rectangular rapid 654-2-12 1 as 630-2-12 5 lf 639-2-1 5 lf (2#6, 1#6 (g)) 630-2-12 15 lf sta. 260+47.86 (2.90' rt) per MDC qpl #654-001-009 with accessible detector flashing beacon assembly prop. Rectangular rapid 654-2-12 1 as c e 639-2-1 15 lf 630-2-12 5 lf sta. 260+39.60 (41.55' rt) per MDC qpl #654-001-009 with accessible detector flashing beacon assembly prop. Rectangular rapid 654-2-12 1 as a b e 639-2-1 5 lf (2#6, 1#6 (g)) 180 lf 630-2-12 1 run: 1 power 639-2-1 180 lf 85 lf 630-2-12 639-2-1 85 lf 115 lf 630-2-12 639-2-1 115 lf (2#6, 2#6 (n)) sta. 262+98.32 (41.27' lt) for more details) (refer to sheet no. T-6 per MDC qpl# 700-019-001 sign assembly proposed speed feedback 700-141-132 1 ea f g 630-2-12 15 lf 639-2-1 15 lf 1 ea 641-2-12 1 as 639-1-122 30 lf 639-2-1 sta. 260+56.64 (52.81' rt) disconnect and meter prop. Fpl service service point to remain exist. Fpl signalization removal items 160 lf 639-2-6 limit speed 35 speed your 15 lf 630-2-12 639-2-1 15 lf 50 lf 630-2-12 639-2-1 50 lf f g 2 ea 30" x 42" r02-1s 2 ea 30" x 36" r02-01 assemblies remove exist. Rrfb 1 ea 635-2-11 635-2-11 1 ea 635-2-11 1 ea 635-2-11 1 ea 635-2-11 2 ea 635-2-11 1 ea 635-2-11 2 ea 635-2-11 3 ea 1 pi 632-7-6 654-2-60 4 as 700-141-902 2 ea c e a b 630-2-12 25 lf sta. 260+48.49 (36.17' rt) (without pushbuttons) per MDC qpl #654-001-009 flashing beacon assembly prop. Rectangular rapid 654-2-12 1 as 639-2-1 25 lf 635-2-11 1 ea sign assembly speed feedback remove existing 1 rrfb 2 runs: 1 power, match line a r/w line r/w line r/w line r/w line 2 runs: 1 power, 1 rrfb 20 lf 630-2-12 639-2-1 20 lf (2#6, 1#6 (g)) 1 ea 641-2-60 service pole concrete remove exist. C a b a b c c 1 run: 1 power 120 lf 630-2-12 639-2-1 120 lf (2#6, 1#6 (g)) 635-2-11 2 ea d be turned off if required. Field adjust the volume levels or system shall have the ability to after the system is activated. Guidance on crossing the roadway 3. System shall provide verbal actuation only. Details. Pedestrian flasher upon index 654-001 for additional 2. Refer to FDOT standard plans simultaneously. Assemblies shall flash upon actuation. All rrfb timed and flash for 20 seconds 1. Pedestrian movement shall be p8 p8 p8 p8 24"x4.5" rrfb 10 ea 2 6 (2#6, 1#6 (g)) (2#6, 2#6 (n)) (2#6, 1#6 (g)) (2#6, 1#6 (g)) (2#6, 1#6 (g)) (2#6, 1#6 (g)) (2#6, 1#6 (g)) (2#6, 1#6 (g)) e 3 ea 9" x 12" r10-25 69/3.5 = 19.7 ≈ 20 seconds 3.5 ft/sec = avg. Walk speed of pedestrian 69 ft = length of midblock crosswalk 1 ea 641-2-12 1 as 639-1-122 30 lf 639-2-1 635-2-11 3 ea sta. 263+05.17 (43.52' lt) disconnect and meter prop. Fpl service service point prop. Fpl signalization 2 runs: 1 power, 1 rrfb 1 rrfb 2 runs: 1 power, 1 run: 1 power 1 run: 1 power lights warning turn on button to push lights warning turn on button to push 635-2-30 1 ea 635-2-30 1 ea pedestrian movement pedestrian clearance pedestrian walk ped. Crossing distance (feet) controller timing reference table 69 20 7 function p8 a a a a a 665-1-12 1 ea 665-1-12 1 ea 1 ea 665-1-12 665-1-12 1 ea p p p p p p total load for intersection: 822 va 1. Notes: sta. 261+14.88 64.58' lt. Sta. 261+12.42 161.77' lt. Sta. 261+14.69 59.89' rt. Sta. 261+12.94 172.31' rt. Vvh4 vvh3 vvh5 vvh7 vvh6 vvh8 sd elec sd back flow san water water tel water water san san mh sd sd san water sd water water water water san water water water 260 261 262 263 264 sw 21 ave sw 21 ave SR 972 / coral way / sw 22 st SR 972 / coral way / sw 22 st ckt d-iii 515768.32' y = 910289.57' x = 49.17' rt. Off. = sta. 261+41 pole no. 5 ckt d-iii 515764.56' y = 910188.32' x = 48.68' rt. Off. = sta. 260+40 pole no. 3 ckt d-ii 515859.97' y = 910135.52' x = 48.86' lt. Off. = sta. 259+91 pole no. 2 ckt d-ii 515862.52' y = 910287.30' x = 45.03' lt. Off. = sta. 261+43 pole no. 6 r/w line r/w line r/w line r/w line r/w line r/w line £ of survey SR 972 259+40.00 sta. Begin lighting plans ckt d-ii 515862.43' y = 910196.07' x = 48.77' lt. Off. = sta. 260+52 pole no. 4 required. In-line fuseholders as connectors, fuses, and replace exist. Sow cord, required. In-line fuseholders as connectors, fuses, and replace exist. Sow cord, required. In-line fuseholders as connectors, fuses, and replace exist. Sow cord, ckt d-iii 515760.81' y = 910101.65' x = off. = 48.78' rt. Sta. 259+53 pole no. 1 required. In-line fuseholders as connectors, fuses, and replace exist. Sow cord, required. In-line fuseholders as connectors, fuses, and replace exist. Sow cord, required. In-line fuseholders as connectors, fuses, and replace exist. Sow cord, r/w line r/w line of proposed lighting load center d note: refer to sheet no. L-5 for location t t t t n 10 40 feet 0 date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county 446003-1-52-01 miami-dade SR 972 4/11/2024 w:\FDOT\44600315201\lighting\planlt01.dgn 10:43:28 am premi lighting plan l-4 635-2-11 (no plans coverage). Due to sidewalk reconstruction replace exist. Pull boxes 12 ea c doral, florida 33172 2555 nw 102nd avenue, suite 214 premiere lighting & traffic, INC. License number 73059 hristopher w. Tillit, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. Vvh9 water elec tel water water tel water water san san water sd water water san water water water sd water back flow sd 265 266 267 268 269 n87°35'34"e 268+38.77 sta. End lighting plans sw 19 ave sw 19 ave r/w line r/w line r/w line r/w line r/w line £ of survey SR 972 circuit conductors. Required. Re-connect in-line fuseholders as connectors, fuses, and replace exist. Sow cord, ckt d-ii (to remain) existing pole d1-193 1#4 (g) in 2" c 2#4 (ckt d-iv), 630-2-12 1 run @ 90 lf 1#4 (g) in 2" c 4#4 (ckt's d-ii, d-iv), 630-2-12 1 run @ 90 lf 1#4 (g) in 2" c 2#4 (ckt d-iii), circuit conductors. Required. Re-connect in-line fuseholders as connectors, fuses, and replace exist. Sow cord, ckt d-iii (to remain) existing pole d2-198 630-2-12 1 run @ 25 lf 1#2 (n) in 2" c 2#2 (fdr), point (to remain) lighting service 1 phase, 3-wire fpl existing 120/240v, 630-2-12 1 run @ 25 lf 2p-100a main circuit breaker 120/240v, 1 phase, 3 wires station 267+30, 53.88' rt proposed load center d center d before removal circuits to proposed load (to be removed). Re-connect existing load center d 1#4 (g) in 2" c 2#4 (ckt d-v), circuit conductors. Required. Re-connect in-line fuseholders as connectors, fuses, and replace exist. Sow cord, ckt d-v (to remain) existing pole d4-200 630-2-12 1 run @ 85 lf 1#4 (g) in 2" c 4#4 (ckt's d-ii, d-iv), 1 run @ 10 lf 630-2-12 ckt d-iv (to remain) d3-200 existing pole required. Re-connect circuit conductors. Fuses, and in-line fuseholders as replace exist. Sow cord, connectors, r/w line r/w line r/w line SR 972 / coral way / sw 22 st SR 972 / coral way / sw 22 st t t t t t t t t t t t n 10 40 feet 0 date description revisions date description no. Sheet state of florida department of transportation road no. Financial project id county 446003-1-52-01 miami-dade SR 972 4/11/2024 w:\FDOT\44600315201\lighting\planlt01.dgn 10:43:30 am premi lighting plan l-5 c doral, florida 33172 2555 nw 102nd avenue, suite 214 premiere lighting & traffic, INC. License number 73059 hristopher w. Tillit, p.e. Engineer of record the official record of this sheet is the electronic file digitally signed and sealed under rule 61g15-23.004, f.a.c. 48'-7 1/2" sta. 267+46.43 80.02' rt.
Official documents
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