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HomeMy WebLinkAboutExhibit AEXHIBIT "A" FM# Page 1 of 13 OFF -SYSTEM CONSTRUCTION AND MAINTENANCE AGREEMENT Between STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION ("DEPARTMENT") and CITY OF MIAMI, a municipal corporation of the State of Florida ("CITY") THIS AGREEMENT is made and entered into as of July 8, 2024, by and through the STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION, an agency of the State of Florida (the "Department"), and CITY OF MIAMI, a municipal corporation 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# 445999-1-52-01, SR 7 RRR Improvements from N. of NW 3rd Street to S. of NW 8th Steet ("Project 1") and Project Number FM# 449363-1-52-01, SR 933 at NW firth Street ("Project 2"). Project 1 and Project 2 are collectively referred to as the "Projects." A portion of Project 1 includes work on NW 4th Street, NW S. River Drive, NW 5th Street, NW N. River Dr., NW 6th Street and NW 7th Street, in Miami, Florida, a road not on the State Highway System. A portion of Project 2 includes work on NW 6th Street, in Miami, Florida, a road not on the State Highway System; and C. For Project 1, the City is the holder of ownership rights to NW 4th Street, NW S. River Drive, NW 5th Street, NW 6th Street and NW 7th Street , a road not on the State Highway System. For Project 2, the City is the holder of ownership right to NW 6th Street, a road not on the State Highway System, and Rev. 03/24 1 FM# Page 2 of 13 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 Project 1 and Project 2, including but not limited to, the design, 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 Project 1 and Project 2. 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 Project 1 and Project 2. Proj ect 1 generally includes the following: • Milling and resurfacing within the project area; • Correct pavement failure around utility valves and manholes; • Upgrade deficient curb ramps and detectable warning surfaces; • Replace damage sidewalks (lifted, broken, or sunken); • Upgrade of pavement markings to meet current standards; • Upgrade standard markings to special high emphasis at all intersections; • Update pedestrian signs to fluorescent yellow -green backgrounds; • Installation/Upgrade of pedestrian control signals, pedestrian detector assemblies, pedestrian detector signs • Installation of FPL Service Point and service disconnect; • Installation of flexible retroreflective backplates; and • Installation of Pedestal with Blank out sign at the west side of NW Oh Street; Rev. 03/24 2 FM# Page 3 of 13 Proj ect 1 shall include improvements, as shown on Exhibit "A", on NW 4th Street, from the SW corner radius return to 75 feet west along the street and sidewalk, NW S. River Drive, from the NW corner radius return to 80 feet north along the street and sidewalk, NW 5th Street from the corner radius return to 330 feet east along the sidewalk, NW 6th Street from the corner radius return to 70 feet east along the street and sidewalk, and NW 7th Street from the SW corner radius return to 55 feet west of the sidewalk, and from the NE corner radius return to 65 feet east of the sidewalk (hereinafter referred to as "Project 1 Off -System Limits"). The work within Project 1 Off -System Limits shall include, but may not be limited to the following (hereinafter referred to as "Project 1 Local Roadway Improvements"): a) Milling and resurfacing operations (the pavement and pavement markings behind the crosswalk along the side street shall be maintained by the CITY); b) Correct pavement failure around the utility valves and manholes (the pavement and pavement markings behind the crosswalk along the side street shall be maintained by the CITY); c) Replace damaged sidewalks (lifted, broken, or sunken) (the pedestrian ramps shall be maintained by the Department and all sidewalk along the side street after the pedestrian ramp shall be maintained by the CITY); d) Upgrade pavement markings to meet current standards (the pavement and pavement markings behind the crosswalk along the side street shall be maintained by the CITY); e) Update pedestrian signs to fluorescent yellow -green backgrounds (signs facing side street shall be maintained by the CITY); f) Signalization features such as loop replacements, conduit runs, removal and installation of new pull boxes on the sidewalk (signalization shall be maintained by the Department); g) Removal of existing service disconnect, and installation of new service disconnect, including pull boxes and conduit runs (signalization shall be maintained by the Department); and h) Video detection items (signalization shall be maintained by the Department). Proj ect 2 generally includes the following: • Milling and resurfacing the existing top layer of pavement to facilitate the replacement of existing pavement markings. Curb ramps improvements necessary to comply with Americans with Disabilities (ADA). • Upgrading intersection ground mounted signs to meet the current FDOT and MUTCD Rev. 03/24 3 FM# Page 4 of 13 requirements. • All pavement markings within the intersection limits will be replaced to meet current FDOT Standard Plans for Road Construction • Provide pedestrian control signals, and detectors. Project 2 shall include improvements on NW 6th Street, as shown in Exhibit "B" (hereinafter referred to as "Project 2 Off -System Limits"). The work within Project 2 Off -System Limits shall include, but may not be limited to the following (hereinafter referred to as " Project 2 Local Roadway Improvements"): Install a pull box for the FPL Service Point (signal pull box shall be maintained by the Department); ; and 12) Install Underground conduits west side of the intersection (approximate 110 feet along NW 6th Street, underneath the sidewalk on the south side) (signal conduits shall be maintained by the Department); and_ Milling and resurfacing (pavement and pavement markings behind the crosswalk along the side street shall be maintained by the CITY); and • Upgrade pavement markings (pavement and pavement markings behind the crosswalk along the side street shall be maintained by the CITY)._ 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 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 require 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 Rev. 03/24 4 FM# Page 5 of 13 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 Proj ect 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 Proj ect 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 production or construction of the 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 Rev. 03/24 5 FM# Page 6 of 13 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 schedules of the Projects. 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 Proj ect Limits, that are in conflict with the Proj ects, 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 Parties agree to perpetually maintain the Local Roadway Improvements in accordance with paragraph 2 of this Agreement and Exhibits "A" and "B" attached hereto and made a part hereof. 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. Additionally, the Parties understand and agree that the Department shall transfer any permit(s) required for the construction of the Local Roadway Improvements to be maintained by the City in accordance with paragraph 2 of this Agreement and Exhibits "A" and "B", 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. Rev. 03/24 6 FM# Page 7 of 13 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 , 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 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 Rev. 03/24 7 FM# Page 8 of 13 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 Parties shall assume their respective maintenance responsibilities for the Local Roadway Improvements as set forth in paragraph 2 of this Agreement and Exhibits "A" and "B". 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 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 specified in paragraph 2 of this Agreement and Exhibits "A" and "B", 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 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 Rev. 03/24 8 FM# Page 9 of 13 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. 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: Rev. 03/24 9 FM# Page 10 of 13 "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. Nothing in this Agreement shall be deemed or otherwise interpreted as waiving the Department's sovereign immunity protections, or as increasing the limits of liability as set forth in Section 768.28, Florida Statutes. 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; 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. Rev. 03/24 10 FM# Page 11 of 13 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: Name: Title: Director of Transportation Operations Rev. 03/24 11 FM# Page 12 of 13 Date: Attest: Name: Title: Department Legal Review: By: Name: CITY OF MIAMI By: Name: Title: Date: Attest: Name: Title: Approved as to form and legality: Rev. 03/24 12 FM# Page 13 of 13 By: Name: Rev. 03/24 13 Exhibit A NOTE: AP.CHAELOEICAL 1N0N ITORING BY A PROFESSIONAL ARCHAEOLOGIST PROVIDED BY THE FOOT !S REQUIRED FOR SUBSURFACE EXCAVATION BETWEEN STA. 43+60 (RT AND STA. 52+00 (RT) AND BEM EEN STA. 52+00 AND STA. 66+00 (RT). 48 G(D LEGEND l00000a0000d R/W LINE WIN LINE BF '5 pE 13 KVoE R/W LIME DETAIL A +75.39 '3.40' LT +72.43 3 T.40-::T -- R/11 IV ' - +76. 53 42.04 LT: +77.08 36.92 LT. BFOC( F_ CC F_ s1.85 I +865 758' LT. pT I +84.71 KO 29.53' LT. +181.53 27.66' LT. S7.06 21')54 LT. SR-7/NW BTH AVENUEMS-441 )y.CDN.SI, -SR-7 -S%p) o; 5(D) �G W'(D)- - - BEGIN PROJECT BEGIN MILLING AND RESURFACING STA. 49+00.00 GRAVITY 5EWER-171A10! DADE WATER & SEWER 8" VCP (TO REINAIN) +14.53 MATCH EXIST +19.53 141ATC4 EXIST -LBBIPC 2" 17'6"V'1 4/ 1 LAVE 333, m 111 R/IlV L!NE� O 2024 PAVEMEIV I'(ILLIN� AND RESURF}IC1NG 01 6' CONCRETE SIDEWALK DETECTABLE WARNING SURFACE OVERBUILD LIMITS VVATER VALVE TO BE ADJUSTED BY I'4DWASO S,4NITARY INAN HOLE TO BE ADJUSTED BY INDWASD DRAINAGE MANHOLE TO BE ADJUSTED BY CONTRACTOR WATER METER TO BE ADJUSTED BY 1'4DVVASD COMMUNICATION INANHOLE TO BE ADJUSTED BY TCA COMMUNICATION INANHOLE TO 3E ADJUSTED BY ZAY0 COMMUNICATION HANUHOLE TO BE ADJUSTED BY CROWN CASTLE R/VV LINE 4/IlV LINE Y I,VATER INAI/J-MIAIN/ WATER & SEWER 4" CIP ITO REIN41IV) 0 ]0 40 Feet VIATER MAIN-MIAINI DADE WATER & SEWER_ 8 CIP (TO REMAIN) R/VV LINE GE-FPL DISTRIBUTION 13KV (TO REMAIN) LII14IT S OF 1,11LLI/VG AND RESURFACING 114.96' LT. GRAVITY SEWER-MIAMI DADE WATER & SEVV ER 12" (TD REMAIN) OTV-COMCAST FIBER/COAX (TO REMAIN) OE-FPL DISTRIBUTION 13KV (TO REMAIN) +71 86 72.70' LT. MATCH EXIST +73.14 BFGC-TCA 6,803 LT. BFOC-TCA (8) 7•5 HOPE WATCH EXIST (8) 1.5" HOPE BFOC-ZAYO B OC-ZAVG (3) 1 1/4' HDPE (3) 1-1/4" HDPE (TO PEIIILIN1 (TO RFIi4AIN) DRAINAGE INLET SEE DETAIL A TO REI'4A1N R/VV LINE - BFOC CL CONST. 5R-7 +80.0.08'14 RT. 51 0--'' PC STA. +11.03 SR-7/NVV 8TH AVENUE/US-44b + ,4AINAGE INLET 1100 08' RT. TO REI=IAIN dFOLf.;.r.. .. +40.46 +35.48 MATCH EXIST II4TCH EXIST. +35.46 )HATCH EXIST. BFOC-CROWN CASTLE LIGHTING POLE 72CT (TD TO REMAIN iTEMAIN) CURVE Li Ri T4. = 51+93. 43 Off -System limit - 42 04'0' RT) - 82.40 (City Maintaine(1) = 154.42 = 178.67 4. = 51+11. 03 4. = 52+65. 45 = MATCH EX15T. VVH # +70. 43 ' WATCH EXIST. CONCRETE SIDEWALK INESA BEIGE SCOFIFLOS COLOR C-12 DADE RCN LIN BEGIN TYPE F CURB & GUTTER AND SIDEWALK [ATCH EXIST_ LIGHTING STA. 51+81.93 PULL BOX 28.56' RT. TO BE REPLACED BY THE CONTRACTOR LIGHTING POLE END TYPE F CURB TO REINAI9 & CUTTER AND SIDEWALK MATCH EXIST. +49.75 STA. 52+49.28 65.61' RT. 62.89' RT. WATCH EXIST. R/V' LINE GRAVITY SEWER,-MIAMI DADE WATER & SEWER 12" (PLACED OUT OF SERVICE) LIMITS OF I'4fat1NG AND RESURFACING 50.13' RT. BE-FPL TRANSMISSION 138KV TX PIPE CABLE ' (TO REIIIAIN) GRAVITY SEINER-MIAMI DADE WATER & SEINER 66" CIRCULAR INTERCEPTOR (TO REMAIN) EXHIBIT A - SHEET 1 OF 10 R/Vl LINE + 8. 14 .98' LT. ATCH EXIST. +99 29 90.37, LT- J INAT tI EXIST. +10.63 36.17' RT. CID PT STA. +65.45 +54.94 61.88 RT. MATCH EXIST. +58.99 70.62' RT. FIAT CH FYIST. - +6409 66.73 RT. I'4ATCH rRT. 5Tl CC s +75. 14 24.46' LT. 93 •3 9. 26' LT. ATCH EXIS +01,79 94.32' MATCH ,v EXISTP\ +04.1 32.70 1'4ATl (I +02.56 -41.7c)' ((PfH I9935 TV-COINCAST FIBER/COAX (TO REMAIN) �4/IN LfNE GRAVITY SEINER-MIAMI DADE //ATER & SEWER 66" CIRCULAR INTERCEPTOR ,LfT76.19 (TO REMAIN) 126.05' LT. MATCH EXIST WATER WAIN-I'4IAM1 DADE WATER & SEWER +24.64s 12" DIP 90,51' LT. (TO REINAINJ )MATCH EXIST. BEGIN TYPE F CURB & GUTTER LIGHTING PULLBOX MATCH EX15T. STA. 2T24.69 TO BE REPLACED BY THE CONTRACTOR 8033, LT. DRAINAGE INLET TO REINAIN gFOC-CROWN CASTLE 72CT (TO REMAIN) GRAVITY SEWER-MIAMI DADE WATER & SEIV ER LIGHTING 8" VCP PULL BOX (TO REMAVIV) TO BE REPLACED BY TOE CONTRACTOR 4/W LINE EXIST. TRAFFIC SEPARATOR TO REMAIN +05.53' 4.19' LT. WATCH EXIST. +05.20` 25.78' LT. IJATCH EXIST. END TYPE F CURB & GUTTER HATCH EXIST. TA. 52+98.62 DRAINAGE INLET TO REINA/N EXl7 b CTS OF MILLING CBIND P/149 ,M7 16' 6' LT. LT. � V< �P VV Hx VV HxJP OE-, DISTR 120/24 (TO REIIIA REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION JORGE F. PENA, PE LICENSE NUMBER 71400 A LFKA, LLC 1000 BRICK ELL AVE SUITE 715 MIAMI, FLORIDA 33131 8'T.ATB OF FAO2/019 OFF, l 2TRf.RA-T OF TRA AS PORT AT -ON ROAD NO. COUNT NANCIAL PROJECT m SR 7 MIAMI-DADE 445999-1-52-01 ROADWAY PLANS SHEET NO. 12 R/W LINE EXIST. SIGN (TO REMAIN) 01 SII'I 1DO NOT 1NMENE \ ENTER/ env aN,u �1l wll mlH r: env Dll 1a11 LAJ 1.1, LINE 48 ' k W cc cc R/111J- LINE R/01 LINE Off -System limit (City Maintained) NOTE. ARCHAELOGICAL MONITORING BY A PROFESSIONAL '/RCHAEOLOGIST PROVIDED BY THE FOOT IS REQUIRED FOR. SUBSURFACE EXCAVATION BETWEEN STA. 48+60 (RT) AND STA. 52+00 (RT) AND BETWEEN STA. 52+00 (RT) AND STA. 66+00 (RT) v—R/IlV LINE EXIST. SIGN TO .REMAIN) 01S1'1 �ti O DO NOT1 I� ENTER/ fi) 45° *DETAIL� EXIST. SIGN EXIST. SIGN (TO REINAI N) EXIST. SIGNS (TOREMAIN) (TO REMAIN) o -- M 1,( F� r w ~ Q 11 is II( )rl L--�—J (Vl 1 1-2 ) 36"X36" W16-7P) 21X15" STA. 51+77 700-1-11111 EA I_ \\. / —R/W LINE / ✓= 49N 6 DBL YELLOW 6"W CL COIVST. 5R-7 13 YELLOVI W/Y/Y RPIN'S 40 CC \. 10' CC ' I 4 4 �'-1 0 10 40 Feet CGS-2 30" X36' 5TA. 51+54 700-1-11111 EA A1N0 R/VV LINE — LIMITS OF PAVEMENT MARKING MATCH EXIST. 114.96' LT +1 41, 4siti.,,, 4 d, Z74' RT"� pm: Lai (R10-7 24"X30" STA. 51+74 53' LT. 1700-1-11111 EA II EXIST. SIGN (TO BE REI4DVE0 -A 700-1-60011 EAR "I01L3S'c3ll11 i0019 ION OO 4" WHITE © 10' CC 6" WHITE W/Vl/R RPIN'S CM 10' CC 6" DOUBLE YELLOW W/Y/Y RPMS @ 8 C (TYP-, = 7 51 6" WHITE (10'-30' SKIP) 01/VV/R 6" WHITE 41,/I1//R 20.70 / RPMS @ 40' CC (TVP) RPMS @ 20'CC (TY P.) 6 WHITE VV/W/R SR-7/NW 8TH AVENUE/US-441 `/ RPIV S @ 10 CC 777 m M —L - R/W LINE IG p > 0 A9 EXIST SIG@ (Tr) REMAIN) 18" WHITE L 10' CC �z�Z 11 il I m{z� �R/W LINE Imo_-c=JJ EXIST. SIGN (TO REMAIN) 07R/10 LINE BEGIN 'SIGNING & PAVEMENT MARKING MATCH EXISTING PAVEMENT MARKING STA. 49+00.00 ( VV3-6 ) 36"X36" (W16-9PD 24"X 12" STA. 50+18 1 00-1-11111 EA LvJ EXIST_ SIGN (TO REMAIN) 700-1-600 Ca1D 7) 24 X30 STA. 51+58 700-1-I1111 E� 11.03 191'4 6" V'HITEr+645b 5 5� +88.98 27. 88 LT +81LL (0/11-2) L • 310336" EXIST. SIGN (W16-7P) (TO BE REINg7U, ED) 21X17 I700-1-600I1 EA STA _ 51+85 7700-1-11111 EA R/W LINE 6' DOUBLE YELLOW W/Y/V RPMS @_) 8' CC (TYN.) LIMITS OF PAVEMENT MARKING 1�I IT HATCH EXIST. I _ 1 (T P. 3' RT. �I III I iii"' EXHIBIT A - SHEET 2 OF 10 5 EXIST. SIGNS iTO REMAIN) II 0 nla moos rs� dl 15 NVJSOUTH0 �4 yIC __ L /ice (ci�'Qo�� 30"X36 A. 52+09 0' LT. 1 EA 39 7' LT illlll li 4 WHITE I*14 PREFORMED '(TYPJ \ 03.25 I ` G DOUBLE 61/Y/Y .RPM 8' [C (T HITYP. (T (2VP)-4' 05K 04,56 �' 6" W'50HIE • R II+58.84.--s' CURVE L +49.80 EXIST. SIGN (TOREMAIN) —R/VI' LINE LIMITS OF PAVEMENT MAR 19.24/ MATCH EXIST. 39.0" LT.147,16' LT. /043/W/R 20" CC 4.0 48LT. 6 DEL YELLOIN ,V/I/V 4P/0S 40' CC 6 I/VHITE W/W/R R°MS @ 20 CC (TYP.I �'� EXIST. SCGN 12" WHITE -" 5 (TOREMAIN) OW (TYP.) 1610 2O FLL001 KIP) � J II i 0 18 YELLOW 10' CC —R/1V LINE DURABLE PAINT -YELLOW Vl/MD/Y RPMS 50 8" CC (TY7.) 7925 TUBULAR MARKER 24" WHITE (TYP)6 WHITE W/W/,R RPMS @ 20" CC (TVP.) 24.71 6" WHITE (R10-7) 24"530" STA. 52+00 100' LT. 1700-1-11111 EA 6" YELLOW INC REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION JORGE F. PENA, PE LICENSE NUMBER " 71400 ALFKA, LLC 1000 BRICKELL AVE SUITE 715 MIAMl, FLORIDA 33131 0T.ATB OF FP O2II0,4 2T.I17!, T OF TRA11 b'PO RT.AT6ON ROAD NO. COUNT FINANCIAL PROJELT lD SR 7 MIAMI-DADE 445999-1-52-01 ,5 1PM PLAN O C w 0 x SHEET NO. 5-3 w ti 53+60.00 NOTE' ARCHAELOOICAL MONITORING BY A PROFESSIONAL ARCHAEOLOGIST PROVIDED BY THE FOOT IS REQUIRED FOR SUBSURFACE EXCAVATION BETWEEN STA- 48+60 (RT) AND STA. 52+00 (RT) AND BETI/VEEN STA. 52+00 AND STA. 66+00 (RT). OE-FPL DISTRIBUTION — 120/2401/ (T0 REMAIN) EXISTING HANDRAIL (TO BE REMOVED) 1 LIMITS OF MILLING & RESURFACING BEGIN EXCEPT'(ON STA. 54+47.87 +63.19 +46.46 26.1 1' LT. 25.85' LT. N41j' 4' 4"E —R/IN LINE MIAMI RIVER (OUTSTANDING FLORIDA WATER) 0 10 40 Feet GRAVITY SEWER-MIAMI DADE WATER & SEWER 6" PVC (TO REMAIN) LIMITS OF MILLING & .RESURFACING END EXCEPTION STA. 57+55.12 55 CONST. SR-7— 55 CURVE L2 57 SR-7/NW 7TH AVENUE/US-441 —\—R/VV LINE rn I7 R/I,V LINE —R/IN LINE LEGEND GRAVITY SEINER 1114/1FO WATER 6 5.'VER LC 18' DIP F_ fro REMAIN) LIMITS OF MILLING AND RESURFACING ¢ STA. 53+75.97 S 39.62 RT PAVEMENT MILLING AND RES 4" CONCRETE SIDEWALK Off -System limit (City Maintained) ['•] TREE TO 8E PROTECTED BY THE CONTRACTOR © WATER VALVE TO BE ADJUSTED BY MDWASD ® SANITARY MANHOLE TO 8E ADJUSTED BY MDWASD • DRAINAGE MANHOLE TO BE ADJUSTED BY CONTRACTOR 3 COMMUNICATION MANHOLE TO BE ADJUSTED BY TCA • VVH # MIAMI RIVER (OUTSTANDINC GRAVITY SEWER )IIIAVII O WATER & SEINER 3 DIP (TO REMAIN) WATER MAIN-MIAMI DADS WATER & SEWER (PLACED OUT OF SERVICE) GRAVITY SEWER-MIAMI DADE WATER & SEWER 60" CIRCULAR INTERCEPTOR (TV REMAIN) DRAINAGE INLET TO REMAIN R/V' LINE — PC STA- +00.88 GRAVITY SEWER-MIAMI DADE WATER & SEV/E,4 18" DIP 1 (TO REMAIN) CURVE L2 R/III LINE --..\ PI STA 57+76.32 0 = 53'24' 01" (LT) WATER MAIN-MIAMI DADE O = 38"1I'50" /)ATER. & SEVIER T = 75.44 12" CIP L = 139.80 (TO REMAIN) R = 139.80 GRAVITY SEVIER-MIAMI DADE PC STA. = 57+00.88 WATER & SEWER PT STA. = 58+40.68 60" CIRCULAR INTERCEPTOR e = MATCH EXIST. (TO .REMAIN +15.54 54.06' ,RT. MATCH EXIST. PULL BOX TO BEREPLACED— BY THE CONTRACTOR PT STA. +40.68 EXHIBIT A — SHEET 3 OF 10 DRAINAGE INLET TO REMAIN 47 OE-FPL DISTRIBUTION ® )' 120/240V , ! 'S▪ , (TO REMAIN) 2F 1 +09.00 +14.00 S9 O +113.53 45.81' RT. MATCH EXIST. +08.53 45. 90' RT. MATCH EXIST. ()'B' E9AST- REITRNAI,\I)FIC SEPA,RATOI AF —R/IV LINE GRAVITY 5EWE4-MIAMI DADE WATER & SEWER 60" CIRCULAR INTERCEPTOR (TO REMAINI LIMITS OF INILLCNG AND RESURFACING 51 44' RT. LIMITS OF MILLING AND RESURFACING 62.12' N T R/LINE G�4AVITY SEVIER-MIAMI DADE ' WATER & SEWER 8" DIP (TO RE)NAIN) WATER I=1A1IV-INIAI=11 DADE WATER & SEWER 6" CIP (TO REMAIN) WATER MAIN-MIA)NI DADE VNAT R & SEINER �� - ,DESAM) ml$ o 3j _ ahe.45 R f �T\ y '.' INATcH'vEX IET g F 1 ▪ V YrsT +78.92F> oe, +750 1/26.13 RT. CC 4AV 2 S,I/7 MATCH EXIST. �� 11 OO _ 171 .82 R1 l737 (C\ ' O O/ $7.45' RT.I AT r W mm111TCH HYTSj�,) +7Y. 93' z 16©J', 1T / V4 III 11.'p C- EIT. 0 ,35,24 / Ea- /1 4.38' RT. U'- i/ MATCH EXIST. op �O m REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION JORGE F. PENA, PE LICENSE NUMBER71400 ALFKA, LLC 1000 BRICKELL AVE SUITE 715 MIAMI, FLORIDA 33131 8'T.ATB OF FAO2.7"C'A O.SSP.12TR11/0, T OF TR4IA'PU2TAT0UN ROAD NO. COUNTY FINANCIAL PROJECT lD SR 7 MIAMI-DADE 445999-1-52-01 ROADWAY PLANS SHEET NO. 13 MATCHLINE STA. 53+60.00 (11 -2L) 36"X36" STA. 53+62 1700-1-31111 E4 0 10 40 Feet NOTE: ARCHAELOG/CAL MONITORING BY A PROFESSIONAL ARCHAEOLOGIST PR01/IDED 8Y THE FOOT IS REQUIRED FOR SUBSURFACE EXCAI/ATION BETIIVEEN STA 48+60 (RT) AND STA 52+00 (RT) AND BETIIVEEN STA. 52+00 (RT) AND STA. 66+00 (RT) s 6" WHITE Vl/Vl/R - 6" WHITE (10-30' SKIP) VV/W/R 1 RPMS (R1 20" CC (TYP.) �RPMS yT 40' CC (TYP) H +99.714 1 55 - �51 R/W LjNE 6" WHITE (10'-30' SKI,0) kV/Vl/P, +89.46—\ RPMS ON40' CC ((YP) - CR \-6" WHITE' 18' WHITE 10' CC LIMITS OF PAVEMENT MARKING MATCH EXIST 5T4 53+75. 97 39.62 RT 6" WHITE IV/I/1/R RPM'S @ 10' CC —ERN LINE CONST. SR-7 ( R5 1 ) (1/V 1-2AR) 36'1(36" (W13-1P) 18"X 18" STA. 58+45 17(X-1-11111 E W1-2AR) '6"X36" 5r4. 58+24 V00 1-11111 EA '6"X36" STA. 57+86 STA. 57+73 1700-1-11112 E 6" WHITE (10'-30' SKP) Vl/W/R 00145@ 40ICC(TIP) 6" WHITE IlV/IN/R END BRIDGE EXCEPTION RPI'45 C 20" CC (T'(P.) LIMITS OF PAVEMENT I=1ARK/NG WATCH EXIST. STA. 57+55.12 56 BEGIN BRIDGE EXCEPTION SR-7/NW 7TH AVENUE/US-441 I WATCH EXIST. - - - - - - - STA. 54+47.8➢ -4-- LIMITS OF PAVEMENT MARKING STA. 54+62 (4u1-2L) 36"X36" I700-1-31111 EA R/V/ LINE Off -System limit (City Maintained) (64-1 R) 36"X36" STA. 57+34 91' RT. 1700-1-11111EA 0c, (R9-34 ) 12"X 18" (R9-38P) 18"Y12" STA.59+09 1700-1-11111 E EXHIBIT A - SHEET 4 OF 10 8"WHO R/IN LINE— // 8" WHITE W/0/8 EXIST. SIGN 00/00 6/7 1 CC (TO 8E REMOVED) ,R6 VT(o,. 171)0-1-00011 EA/ Al° r \�9O d / +7 / \ 1 +76.78 r 0 1 j ,,,- RIyER,_ u ,\ / / EXIST. SIG (TO BE REMOVED/ ♦ EAR 57 R" VV IRPINS y� EXIST. SIG.' (TO REI'4A!1 EXIST. SIGN' •G�3- (TO REMAIN) R/W LINE— HITEI \‘\* LLOIk�; / 21IWHI7/ 2-45SKI5 ( I I z I11�" 0 XIST. SIGN l/TO BE REMOVED) 700-1-60011 EA (W 3-3 ) 30"X 30" STA. 58+29 1700-1-11111 Ela —WIN LINE 6" WHIT` —(2-4' SKIP) .STY P) LIMITS OF PAVEMENT MARKING MATCH EXIST. 51.44' RT. R4-7 24"X30' 010 1-3 18"X I8" STA. 58+81 700-1-111I 1 EA R9-3A 12"X 18" ( R9-38P) 18 X 12 STA. 58+73 1700-1-11111 EA DURABLE PAINT -YELLOW /M/DY RPINS (` 8" CC (TYP.) REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION JORGE F. PENA, PE LICENSE NUMBER71400 ALFKA, LLC 1000 BRICKELL AVE SUITE 715 MIAMI, FLORID4 33131 0T.ATR OF Fr 02.1ID OOP .l27/'I8O T OF TRA5b'PORT AT70N ROAD NO. COUNTY F/NANCIAL PROJECT lD SR 7 MIAMI-DADE 445999-1-52-01 S ikPlif PLAN SHEET NO. 5-4 59+30.00 EXHIBIT A - SHEET 5 OF 10 NOTE: ARC HAELOGICAL MONITORING BY 4 PROFESSIONAL ARCHAEOLOGIST PROVIDED BY THE FOOT 15 REQUIRED FOR SUBSURFACE EXCAVATION BETWEEN STA. 48+50(RT)AND STA. 52+00(RT) AND BETWEEN STA. 52+00 AND STA. 66+00 0R1-1 WATER WAIN-INIAI'AI DADE WATER & SEVIER i PLACED OUT OF SERVICE) BE-FPL DISTRIBUTION 131(V (TO ,REI'AAIN) OE-FPL DISTRIBUTION 120/240V (TO RE1,741I1) BE>5-Isl DRAINAGE INLET TO REMAIN ,D Y E;7A -1 T POT STA. +8631 �C LUMEN (TO REM.J/V)... BEGIN TYPE F CURB & GUTTER AND SIDE1I/ALS 1=1A�RCH EXIST STA. 61+14.02A +84.19 43.62' LT. MATCH EXIST. +64.04 3R.77' T. MATCH EXIST. +81.01 37.86' LT. I�7ATCH EXIST. LINE E a87 LrIL . TPAFF RASOP, MATCH EY15,- $-RPMA +85 98 = 3747 L ATl H E;(I5T. OE-FPL DISTRIBUTION DRAINAGE INLET 13KV TO REMAIN 61 66TO REMAIN) N6`0'40"VI POT SPA. +43.6 BFOC - LUMEN 5-1. 25" HPDEF^ (TO REP7AII ^. +89.19 43. 47' LT. I4ATCH EX Is +89.04 38. 62' LT. MATCH EXIS_ LIGHTING PULL BOXES TO BE REPLACED BY THE CONTRACTOR ATER MAIN-I47AIN1 D D_E - -17*B--ftEMRA-177)- ) &EG1N TYPE F CURS & GUTTER AND SIDEWALK 144TCH EXIST. LIGHTING POLE LEGEND 57760+54.99 TO REIIAIIV 4" CONCRETE SIDEWALK R/VV LIGHIVV PULL BON 6' CONCRETE SIDEWALK TO BE REPLACED BY THE CONTRACTOR DETECTABLE 1/VARNING SURFACE +71.41 OVERBUILD LIMITS 81.72' RT. MATCH EXIST. TREE TO BE PROTECTED INAT ER VALVE TO EE ADJUSTED BY IIIDINASD SANITARY INANHOLE TO BE ADJUSTED BY INDWASD DRAINAGE MANHOLE TO BE ADJUSTED BY CONTRACTOR WATER METER TO BE ADJUSTED BY MDWASD COMMUNICATION MANHOLE TO BE ADJUSTED BY AT&T LONG LINE TRANSMISSION COMMUNICATION MANHOLE TO BE ADJUSTED BY AT&T DISTRIBUTION GAS VALVE TO BE ADJUSTED BY TECO PEOPLE GAS VVH A 0 DETAIL 8 R/VI LINE EXIST. CONCRETE POLE (TO REI4.41N1 - - - IRAN-LP1TI(P)____- +37.84 38.92' LT. G(C - +33:67- -6T(C 32.93' LT. +31.00 C(D)2E55' LT. W W +23.66 22.20' LT. SR-7/NW 7TH AVENUE/US-441 EXIST. PT 75 CABINET TO BE ,REMOVED (SEE TRAFFIC MONITORING SITE SHEET) EXIST. FIRE HYDRANT TO ,REILLIAIIJ +38,28+ 38. 52' LT. I4ATCH EXIST. END TYPE F CURB & GUTTER MATCH EXIST. ++2771 STA. 61+38.00 +57.90 MATCH EXIST. o 38.68' LT. 1'AATCH EXIST. DRAINAGE INLET TO ,- 1'AA1-: • 58 osA .614W 11.00' LT. vvr'Fkin +61.50 7 1_UQ N6`0'40 +61.50 4 00' RT. No Lu w LU CC LR �yiF�E z �n ri4s7 o- 89.554 RT tAIT4 -11 EX15/7 94.55' 5T MATCH EX_L5T- +75. 27 R1.93 T. MATCH EX/ '+71.03 i�y86.72' RT /9ATCH EX END TYPE F CURB L& GUTTER AND 1'AATCH EXIST. STA. 61+79.28 G3.95' RT. RAN LINE -8 ns +00. 8.00' L 7.00' P,T. IL LONST. SR-7 +00.00 7.00' RT. +00. 00 +40 00 8.00' RT +19 34 SF005b/1' 715 WATCH EXIST. PC STA. +09.61 SO1 .RT 5(D) -13FSEQC +32.42 MATCH EXIST. END TYPE F CURB & GUTTER AND SIDEWALK MATCH EXIST.STA. 65+79.40 BEGIN TYPE F CURB & GUTTER AND SIDEWALK MATCH EXIST. STA. 64+61.87 42.33' LT. LIMITS OF MILLING AND ,RESU,RFACIIVG STA. 64+50.74 44.95' LT. BEGIN TYPE F CURS & GUTTER WATCH EXIST. STA. 63+67.41 HATER WAIN-INIAINI DADE DATER & SEINER +6339 8" DIP 30.65' LT. (TO ftEINAIN) WATCH EXIST. GRAVITY SEWER-MIAMI DADE HATER & SEINER 1E' DIP +49.97 REINAIN) 9,00' LT. BT- AT&T 2-4' C)IVDUTT (TO REMAIN) FOC - LU 'EN 16-1.25" PE nsil( � � _t �( ITF REEN ,..+)I100 +49.97 7.00 RT 8.00 LT. -- - - . - CURVE L3 +00.00 �(44 9.00_ LT. --- PT STA. +13.25 +50.02 '�� +50.02 5.00' RT. +00.00 7.00' RT +OO.OJ +36.06 9 50' RT. 5 H RT 45.84' RT. SR-7/NW 7TH AVENUE/US 441 RFCC(C5THT1N POLL CED TO 6E REPLACED �ti +24OC(D)- ---�� o-� BY TH J 2 I7PTCHEXIST_� F --7,- BEQD�DT WaffilliatiMrka e'i YACiE INLET , r FtC- ZAYO TU REI'AAIN t FIO0R -1/4" HOPE R/Il1 LINE (TO REMAIN) DRAINAGE INLET TO REMAIN END TYPE F CURS J 2.70 GUTTER AND 51DEVIAI,K GRAVITY SEWER-1'A1AIA1 DADE +2. MATCH EXIST. WATER & SEWER 64 2. RT STA. 61+36.20 60" C1R(ULAR INTERCEPTOR R/Vl LINE 41.02 RT. (TO REMAIN) BEGIN TYPE F CURB BFOC - LUMEN 5-1.25" HPDE & GUTTER AND SIDEWALK WATER II Af/V-101,41 DADE (TO REINAIN) IIILTCH EX15T. WATER & SEVIER STA. 61+13.76 3" DIP 64.80' RT. (TO REMAIN) GRAVITY SEWER-1'11-MI1 DADE _ WATER & SEWER, 4 8" VCP 8698' RT. (T0 REMAIN) TCH EXIST. BE-FPL DISTRIBUTION 120/240V (TO REMAIN) LIMITS OF MILLING AND RESURFACING 113. 05' RT EWALK BE-FPL DISTRIBUTION 120/240V (TO REMAIN) * CONCRETE SIDE CURVE L3 PI STA. B C STA. PT STA. 6FOC - LUMEN� (TO REMAIN) 63+11.47 03'55'05" (RID O1'55'26" 101.86 203.64 = 2,978 00 = 52+09.61 = 64+13.25 = MATCH EXIST Off -System limit (City Maintained) C-12 OF-FPL DISTRIBUTION 13KV (TO REMAIN) +33.70 J0.01 LT. 11 END TYPE F CURB & GUTTER MATCH EXIST. STA. 64+39.16 41. 48' LT. +37. 26' 42.61' LT. MATCH EXIST. R/VV LINE D,RAIIVAGE INLET 10 TO REI17AIN Z R/W LINE� DRAINAGE INLET TU REI7 [5 BEGIN TYPE F CURB & GUTTER AND SIDEWALK I'AATCH EXIST STA. 64+14.34 LIGHTING PULL BOX TO BE REPLACED BY THE CONTRACTOR LI CHTIN6 POLE TO REMAIN R/W LINE EXIST. C01'4CA ST GUYVVIRE (TO REII A1IV) ELECTRICAL POLE TO REMAIN END TYPE F CURB & GUTTER AND SIDEWALK WATCH EXIST. STA. 64+39.63 55 43' RT LIMITS OF MILLING AND RESURFACING 55.44' RT.-GRAVITY SEWER-IN411 DADE WATER & SEWER 8" VCP (TO REMAIN) /VILINE 0E-FPL DISTRIBUTION 13KV (TO REMAIN) 27. 49' LT 58 M 0 10 40 Feet G-TELD 4" GAS I2141/21 (TO REINAIN) R/VI LINE R/1/1 LINE +00.00 0,JORT. F (D) DC(D+00 ObJ ) 11lG °TBFO �� w5 / - - R/VV LINE * TECO GAS MAIN IIp'/ (TO REMAIN) (FVVATER 1�7Al IV -MIAMI DADE WATER & SEINER 8" DIP (TO REMAIN) R/IV LINE G-TECG -4" GAS WAIN (TO REMAIN) OE-FPL DIST. 120/2c0V (T0 REMAIN) INE STA. 65+10.00 2 U 2- Q REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION JORGE F. PENA, PE LICENSE NUINBER 71400 ALFKA, LLC 1000 &RICKEL, AVE SUITE 715 14IA101, FLORIDA 33131 07ATR OF Fr ORTD4 OSP.I 2771600 a'T OF TR-1AS PO5TATd0/N ROAD NO. COUNTY / 54/ 61AL PROJECT lD 5R 7 MIAMI-DADE 445999-1-52-01 ROADWAY PLANS SHEET NO. 14 THE OFFICIAL RECORD OF THIS SHEET 15 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE F1G15-23.0 In EXHIBIT A - SHEET 6 OF 10 NOTE: ARCHAELOGICAL MONITORING BY A PROFESSIONAL ARCHAEOLOGIST PROVIDED BY THE FOOT IS REQUIRED FOR SUBSURFACE EXCAVATION BETWEEN STA. 48+60 (RT) AND STA. 52+00 (RT) AND BETWEEN STA. 52+00 (RT) AND STA. 66+00 (RT) ( R5-1 ) EXIST. SIGN 36"X36" (TO BE REMOVED) STA. 60+11 V00-7 -6001 EA 1700-1-11111 EA EXIST. SIGN (TO REMAIN) Off@/ DO NOT ENTER 5 e N! * * * V C7 _ — — +53.TA EXIST. SIGN (TO BE BEHOVED) 1200-1-60011 EA /DO NOT II g /11 II 11 N11 11 0 I11 1 1 II ENTER/J LUJ V R/I// LINE II ( I03-3 ) 24"X 12" ( 111-4 ) 30"X24" (5r6-2A ) 21 "X 15" STA. 60+59 900-1-11111 EA 21 56 6" WHITE vs 6" YELLOW (TYP) 60 +13.44 'WHITE WITH W/R RPMS 20" CC (TYP. +54.16 TUBULAR MARKER 6" IiOHITE V00-1-60011 EA! EXIST. SIGN 1L_ (TO BE REMOVED) ( R5-1 ) 36"X36" STA. 60+54 V00-1-11111 EA STA. 60+97 1700-1-11111 EA 1700-1-60011 EA V00-3-50211 EA EXIST. SIGN PANEL TO BE RELOCATED TO NEV' POST Ballpark II ♦•••• II S •P, ABLE PAINT-YELL01,1.1 W/I'4/DY RPMS R" EC61 6" WHITE R 50'��-(2'-4' SKIP) TYP) +57.16 +00.00 24" WHITE * I52.6 24" WHITE +19.23 00.01 (/ 3 �. I 2131N3 \I- �g. ION 007 f700-1-60011 EA' EXIST. SIGN (TO BE REINOVED) ( R6-] )( R6-1 ) 48"X 18" 4810189 ( R5-1 ) P,/W LINE ( 51-1 ) 36"X36 (W16-7P) 36"X36" 21X25' 5TR. 60+58 STA 60+72 1200-1-11311 EA V00-1-11111 E 36"X36" (W16-7P) 21015' 61+19 1700-1-11111 EA EDEC ( S1-1 ) 36"X36" CV/16-7P) 21X15" STA. 61+40 1700-1-11111 EA +. 2. 79—,E-37.88 7 EXIST. SIGN (TO REMAIN) II L EXIST. STREET SAKE SIGNS TO BE ,RELOCATE TO PIEI;II POST 6" WHITE W/kV/R .RPMS (5 20" CC (TYP.) 62 +37.42 +24.78 +34.81---- DOUBLE YELLOW 24" WHITE W/Y/Y RPINS ` 8" CC TYP.) • PREFORMED (TYP) 87.7D6' WHITE - 12' WHITE (TYP.) ' R/W LIN EXIST (T0 BE P, N00- -11111 E STA. 61+39 ( e1- ) 36";(36' (R6-1 ) R/IlV LINE, 6" DBL YELLOW IN/ Y/Y RPM'S 40' CC LII"ZITS OF PAVEMENT MARKING HATCH EXIST: 44.95' LT. ( R1-1 ) 0"X30" 33" 4+33 1700-1-11211 EA 1-I1 1700-3-50114 EA 11 1 11 11 , IIz11�JJ_ - AV ,N L AV� 4 01 S,I'I 0 T' 1 EXIST. SIGN y111211 (TO BE REMOVED) 11z1117211 V00-1-60011 EA 11 �nd LMN I 24" VVHI NM AV ( W3-1 ) 30"X 30" STA. 64+33 82' LT. 1700-1-11111 cA R/WLINIE 18 YELL041: 6" WHITE CONST. SR-7 L l0' CC (TYPJ +0000��'b+29.0i ] Z" O1.03 6" DOUBLE YELLOW W/Y/Y 64 WHITE +84.7' 6 / RIMS (5 40' CC (TYP) I +29.0 +U 1.52 +1633 +51 SR-7/NW 7TH AVENUE/US-44] WHITE(10'-30' SKIP) VV/VV/R RRIi6l5 /17 40" CC PIIOVBOJ II Iii [--1 EXIST. 5 GN EXIST. SIGN (r0 REMAIN) (T0 REMAIN) 1111 L—z 1_=� EXIST. SIGN ITO BE REINOVED) 1700-1-b0011 EA R6-1 ) 48"X 18" 48"X 18" (R5-1 ) 36"X36" STA. 61+21 V00-1-11311 EA LIMITS OF PAVEMENT MARKING _MATCH EXIST. 113.05 RT. ( II9)-1 ) 24"X 12" 111-4 ) '0"X24" STA. 61+61 1700-1-11111 EA R/W LINE 1092 1-082.90 08.92 +31.29—, 6" WHITE W/W/R RPI115 57 20" CC (TYP.) STA, 63+90 (R10-7 ) 24"X30" LIMITS OF PAVEMENT MARKING MATCH EXIST. 55.44' RT. II O7I"II oV EXIST. SIGN ( R2-1 ) (TO BE REMOVED 30"X36" 600-1-60g1 EA STA. 62+95 000-1-11111 EA Off -System limit (City Maintained) P,/V' LINE— ( W3-1 ) '0"X30" STA. 64+76 95' RT. 1700-1-11111 —41111001"-- 0 10 40 Feet 12" WHITE EXIST. SIGN (TO REMAIN) /v5 2 e v2 KEEP Oe � '� SIGHT 'DISTANCE/ ♦ o 534 -111 `PH R/II LINE EXIST SIGN (TOREMAIN) f 1 010w1 Io_1EDI Iom 6 R/W LINE -_ 6" WHITE ( 22.02 65 1 6" DOUBLE YELLOVI IIV/Y/Y HP105 (5 40' CC (TYPE - +99.91 12' WHITE 6" WHITE +54.35 12" WHITE ZEXIST. SIGN F (TO BE .9E11106 1700-3-6011 WOO -1-b001 P,/II' LINE EXIST. STREET NAMI SIGNS TO BE RELOCAT TO NEW POST ( R1-1 ) 36"X36' STA 64+7E EA 58' RT. 1 V00-1-11211 EA 1700-3-50114 EA r Nw/AV -7, 'STOP',; AIVEL =� ED) EA In EA 11y111211 na D II NWZAV II STOP REVISI0N5 ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION JORGE F. PENA, PE LICENSE NUMBER71400 PLFKA, LLC 1000 BRICKELL AVE SUITE 715 MIAMI, FLORID.) 33131 0T.ATO OFFPO2I0A OEP.I2T.IlE, T OF TSSAOPORT"ITIP/N ROAD No. CORN, FINANc[a/ PROJECT ID SR 7 MIAMI-DADE 445999-1-52-01 St PAT PLAN SHEET NO. 5-5 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE G1G15-23.0 SEYBOLD CANAL (OUTSTANDING FLORIDA WATER) NOTE. ARCHAELOGICAL MONITORING BY A PROFESSIONAL ARCHAEOLOGIST PROVIDED BY THE FORT 15 REQUIRED FOR SUBSURFACE EXCAVATION WATER MAIN-MIAMI DADE BETWEEN STA. 4R+60 (RT) AND STA. 52+00 (RT) AND BETWEEN STA. 52+00 WATER & SEWER AND STA. 66+00 (RT). 36" UP— END TYPE F CURB (TO REMAIN) & GUTTER AND SIDEWALK 8T- AT&T 2-4" CONDUIT MATCH EXIST. GRAVITY SEIIVER-MIAMI DADE (T0 REMAIN) STA. E6+57.39 WATER & SEWER_ 12" DIP WATER MAIN-MIAI'MI DADE (TO REMAIN) WATER & SEWER WATER WAIN-MIAMI DADE WATER & SEWER (PLACED OUT OF SERVICE) DIP BEGIN TYPE F CURB (TO REMAIN) S GUTTER AND SIDEWALK GRAVITY SEWER-91414I DADE WATER & SEWERTACH EXIST. +61.16 MP DIP STA 66+26.38 SATC LT. (TO REMAIN) MATCH EX IS R/W L/NE BT( D BFOC LUMEN 16-1.25" BLARE (TO REMAIN) OTV-001'ICAST FIBER/COAX (TO REMAIN) 'e'y aL0T(D) Gf� SR-7/NW 7TH AVENUE/US-441 66 4 00N5T. SR-7 +50.00 10.14' RT. —+50.0 BFOC - LUMEN (TO REMAIN) BFOC - LUMEN 5-1 25" HPDE (TO REI=1AIN) LEGEND +00.00 10.19' RT. DRAINAGE INLET TO REMAIN +00.00—/ —R/VVI LINE' BFOC-ZAYO (3) 1-1/4" HDPE (TO REI'1A/N) 4" CONCRETE SIDEWALK 6" CONCRETE SIDEWALK OVERBUILD LIMITS [;j TREE TO BE PROTECTED BY THE CONTRACTOR. R/W LINE +51.18 22.96' LT. X/ST ®J 67 +OO.DO /0.2s' RT IV 25' 3511 +00.00 D)- - - - - .. © / 10.28' RT. +71 98 MATCH EXIST. G-TECO +56.98 2" GAS MAIN MATCH EXIST. (TO REMAIN) © WATER VALVE TO BE ADJUSTED BY 6DWASD 81 SANITARY MANHOLE TO BE ADJUSTED BY MDV/ASD • DRAINAGE MANHOLE TO BE ADJUSTED BY CONTRACTOR ® COMMUNICATION MANHOLE TO BE ADJUSTED BY OUEST/BREEZELINE BFOC( +84.77 40.82' RT. MATCH EXIST +64.70 50.71' RT. MATCH EXIST. EXHIBIT A - SHEET 7 OF 10 OTV-COIICAST FIBER./COAX (TO REMAIN) R/W LINE — 7 / ,r,j �^Y oCLO\ +✓ OF -/ c),0, - L' : z. • —R/W LINE ' '(' // OTV-COOCAST OX/Q� SLA� 0 /.d .,..FIBER/COAX G` \-J ,� �'C /�j I ' TD REMAIN) �60 j- �. nl 4or r pR/VV LINE +72 67' /7/, 1 7. 61' LT. - S� -+1S43 DC -BFO-\� -x 34.86' LT. 1- BFOC(D) LATCHEtX4fr. 68 69 I5)(D) ' )4 ) ' 5(d, D) FOC(D) G(D) 5(D) ---- IN--BFDC(DT-WIEDI-___^'_BFOC(0)- -BFOC(D) - - - -B S(D) L„ BFDC( BFD / 7 70 I I N2"5'35"W —41111111111 0 10 40 Feet LR/W LINE END PROJECT STA. 67+85.00 END MILLING & RESURFACING DRAINAGE INLET MATCH EXIST. 0 REI'4AIPl STA. 67+77.00 VATER I=1AIN-IMAM DADE V'ATER & SEINER 36" GIP (TO REMAIN) REVl5I0N5 ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION JORGE F. PENA, PE LICENSE NUMBER71400 ALFKA, LLC 1000 BRICKELL AVE SUITE 715 MIAMI, FLORIDA 33131 STATE OF FP FIRED? D.Ei P.I 751104?ST OF TS3AA''PUR1/IT0UN ROAD No. 000956 FINANCIAL PROJECT lD SR 7 MIAMI-DADE 445999-1-52-01 ROADWAY PLANS SHEET NO. 15 SIGNAL HEAD LRJ �D rY1 LrJ EXIST. SIGNAL HEAD (TO REI4AIN) rR71N2I/71N-311 L-JJL)- EXIST. SIGNAL HEAD (TO REINAIN) _L AND SIGN DETAILS 3-SECT, 1-1/VAY 3-SECT., 1-WAY 5 AS 2 A5 I 650-1-14 PRO. SIGNAI COUNT-DOBVI 1-SECT., 1-Nlav 2 AS S3 1 11 EXIST. PED SICmLL (T0 REMAIN) CONTROLLER OPERATIONS: ]. INAJOR STREET. SR 7 / US 441 / NV/ 7 AVE / NVV 8 AVE MINOR STREET: Nil/ 4 ST / NI.V SOUTH RIVER DR 2. PHASE 2, 3, & 4 - ACTUATED PHASE 1 - RECALL PHASE 1 - COORDINATED 650-1-14 3. FLASHING OPERATIONS: INOVEIME/VTS 2 ) 6 - YELLOW I'/IOVEMENTS 4, 8, & BA - RED 4 PED 1I5VEMENTS 2 & 8 ACTUATED 5 INOVEMENT 3A 15 PROTECTED ONLY INOVEMENT 3 IS PERINISSIVE NOTES: L L1 EXIST. SIGN TO REMAIN 1 THE EXISTING CONTROLLER CABINET IS EOU/APED INV/TH WIRELESS COI4INUNICATION ENU/PIMENT. 2 ESTIMATED TOTAL ELECTRICAL LOAD: 532 W ESTIMATED INTERSECTION AI'/IPERAGE: 4.43 A 3 ALL PROPOSED SIGNAL HEADS TO BE EQUIPPED VI1TH FLEXIBLE RETRO-REFLECTIVE BACK PLATES. EXIST. SIGN TO REMAIN 4. ARCHA ELOGICAL(MONITORING BY A PROFESSIONAL ARCHAEOLOGIST PROVIDED BY THE FOOT I5 405019ED FOR SUBSURFACE EXCAVATION BETWEEN STA. 48+60 (RT) AND STA. 52+00 IRE) AND STA. 66+00 WTI CONDUITS: I 630-2-12 I 545 LF 14 LF i2 RUNS, 1 PEE. SIGNAL, 1 PEE. DETECTOR) 50 LF (1 RUN, 1 ELECTRICAL) 74 LF (1 RUN, 1 ELECTRICAL) 100 LF (4 RUNS, i SIGNAL, 1 PED. SIGNAL, 1 PED. DETECTOR, 1 LOOP) 111 LF (4 ,RUNS, 2 SIGNAL, 2 PEE. DETECTOR) 18 LF (2 RUN, 1 PED. SIGNAL, 1 PEE. DETECTOR) 33 LF (, RUN, 1 LOOP) 39 LF (1 RUN, 1 LOOP) A MIN LEE R10-3E (4J (2 EA) R10-3I (R R10-3I (L 9" X 15" (1 EA) (1 EA) 9" X 15" 9" x 15" 4-SECT, 1-WAY 1 AS I 650-1-16 A % Downtown IL S River Dr ♦ J EXIST. INTERNALLY ILLUMINATED STREET NAIVE SIGN (TO REMAIN) J TO S River Dr J tx 151 INTERNALLY ILLUMINATED STREET NSME SIGN TO REMAIN) T Ir♦ NW 8 AV II NW 4 STir S River Dr ♦ L Ex l ET INTERNALLY CLLUM INATED - —11 11— - nNo-0 STREEE0 e5ia!N)IGN 10 TURN II ON II L RED_U EXIST SIGN TO REMAIN PHASE EXIST. S.C.P. /R2 .2% t+Pa By� PHASE 2 PHASE r NW 7 AVIA l L S River Dr _J EXIST. INTERNALLY ILLUMINATED STREET NAIVE SIGN (TO REMAIN) • �NW7AV -1L S River Dr JI J EXJSI INI ERNALLY ILLUMINATED STREET NAIVE SIGN (TO REMAIN) (— NW 8 AV 4 II (11 NVV 7AV L R S River Dr EXIST INTERNALLY ILLUMINATED STREET NAME SIGN (TO REMAIN) PHASE 4 H rFzH 0 +-I I , EH 0 CL APANC Ell Eli 0,0 EXIST- BRIDGE PUP. 40 LF it RUN, 1 LOOP) 10 54 LF (1 RUN, I LOOP) 11 12 LF (1 RUN, 1 ELECTRICAL) 2\a Wt LL 1 H rF M H 0 0 /P2 RSPB OWL LL 2 ELECTRICAL SERVICE AND DISCONNECT ASSEMBLY ITEI115 1639-1-122 I I 639-2-1 I I 641-2-12 I 1 AS 133 LF 1 EA LOOP ASSEMBLY ITEMS I 660-2-106 I REVISIONS DATE DESCRIPTION DATE DESCRIPTION 4 AS REMOVAL ITEMS 632-7-6 I 639-1-620 I 639-2-6 I 646-1-60 I 650-1-60 653-1-60 665-1-60 CABLE ITEMS I 632-7-/ R/VV LINE 1 PI 1 AS 136 LF 1 EA 8 AS 1 AS 3 EA 1 PI EXHIBIT A - SHEET 8 OF 10 635-2-11 4//0•• ,,io S j, 635-2-11 I EXIST. PED. DETECTOR AND SIGN (TO BE REMOVED) INTERCEPT EXIST. 0EDEST4 CONDUITS TO CONNECT PROP. PULL 5/2A CLI' I 635-2-11 I) €A //� V4 xe /% / ENGINEER OF RECORD ERIK ALEXAINDER ECHEZABAL, P.E. LICENSE NUINBER. 82215 CHOICE ENGINEERING CONSULTANTS, INC. 12855 SVV 132 ID STREET, SUITE 200 INLAIiIl, FLORIDA 33186 / E( IST. MAST ARM A3 (TM REMAIN) •� EXIST. PED. SIGNAL, / DETECTOR, AND SIGN (TO 8E REMOVED) I 635-2-11 I1 EA EXIST. MAST ARM A2 (TO REMAIN) R7VV LINE I 635-2-11 I 1 EA EXIST. PLATE READERS (T0 REINAIN) PROPOSED FPL SERVICE POINT STA. 52+57.98 (68.83' PT) I 635-2-11 1 EA Signal Related work to be maintained by FDOT 0T.ATR OF FP ORlZA 1URY.l R1'R0R?a'T OF TRAAS PORT IT506' ROAD NO. COUNTY F 50NC1AL PROJECT ID 7 MIAMI-DADE 445999-/-52-01 ) EXIST. SERVICE DISCONNECT (TO BE REMOVED) VVH-2 EXIST. PED. PEDESTAL (TO BE REMOVED) 0 10 40 Feet EXIST. MAST ARM A4 (TO REMAIN) I 635-2-11 I EA TA 1 5 7 � 3 EA EXIST. I'/IAST ARM Al rT0 REMAIN) EXIST COMMUNICATION ANTENNA (TO REMAIN) I 635-2-11 I 1 EA PROPOSED SERVICE DISCONNECT STA. 52+94.21 (34.04' LT) 635-2-11 I 3 EA EXIST. CONTROLLER CABINET (TO REMAIN) 6 EA 635-2-11 I 635-2-12 t i cr < 0 SR77 NVV 8AVE AT NW 4 ST/ NVV SOUTH RIVER DR ASSET N0. 2316 SIGNALI[ZATCION PLAN SHEET NO. T-4 GNED AND SEALED UNDER SIGNAL HEAD AND SIGN DETAILS ZE 3-SECT., 1-V/AY 6 AS 650-1-14 00 ER <Y- EG 3-SECT., 1-WAY 4-SECT., 1-WAY 1 AS I 650-1-14 1 AS I 650-1-16 I EXHIBIT A - SHEET 9 OF 10 s6 EXIST. DRA)i,,„,G3 Vs SI�iNHL II SIGNAL HEAD EX IST. SIGN TV REMAIN\ 9 Tq \ RS\ (TO REMAIN) EXIST SIGN TO ROMP) V,, �hE NW 5 STs h NNW 7 AV NW 7 AV it N River Dr z li NW 5 ST z lir NW 5 ST II EXIST INTERNALLY EXIST INTERNALLY EXIST INTERNALLY ILLUMINATED ILLUMINATED ILLUMINATED STREET NAME SIGN STREET NAME SIGH STREET NAME SINN 21-0 RETAIN) (To REMAIN) 12-0 REMAIN) CONTROLLER OPERATIONS: 1. MAJOR STREET: SR 7 / US 441 / NIIV 7 AVE MINOR STREET: NORTH RIV ER DR /NVV 5 ST 2. PHASE 2 & 3 - ACTUATED PHASE 1 - RECALL PHASE 1 - COORDINATED 3. FLASHING OPERATIONS: INOV EVENTS 2A & 6 - YELLOW INOVEI=1ENT5 4 5 5 - RED 4. MOVEMENT 5 IS PROTECTED ONLY NOTES: 1. THE EXISTING CONTROLLER CABINET I5 EQUIPPED WITH WIRELESS COMMUNICATION EOUIPIMENT. 2 ESTIMATED TOTAL ELECTRICAL LOAD: 350 W ESTIMATED INTERSECTION AINPERAGE: 2 98 A 3. SIGNAL 2A IS CONNECTED AND OPERATED 8Y BRIDGE TENDERS HOUSE. 4. ALL PROPOSED SIGNAL HEADS TO BE EQUIPPED WITH FLEXIBLE RETROREF LECTIVE BACKPLATES. 5. ARCHAELOGICAL INOIVITGRING BY A PROFESSIONAL ARCHAEOLOGIST PROVIDED BY THE FOOT IS REQUIRED FOR SUBSURFACE EXCAVATION BETWEEN STA. 48+60 (RT) AND STA. 52+00 (RT) AND STA. 66+00 (RT) DETECTORS FOR LOOPS NO.OF N0. OF N0. OF N0. OF LOOP EXIST. PROP_ EXIST. PROP_ LOOPS LOOPS DETS. DETS. L-4A 1 0 1 0 L-5A 0 1 0 1 CONDUITS I 630-2-12 I 473 LF 0 38 LF (1 RUN, 1 LOOP) 0 39 LF (1 RUN, 1 LOOP) O 164 LF (1 RUN, 1 LOOP) 0 32 LF (1 RUN, 1 LOOP) OS 15 LF (1 RUN, 1 ELECTRICAL) O 185 LF (1 RUN, 1 ELECTRICAL) PRE-EMPTION TTI)i1NGS MIN_ CLEARANCE 20 MIN. DWELL 10 CABLE ITEINS I 632-7-1 1 PI ELECTRICAL SERVICE AND DISCONNECT ASSEINBL'Y ITEMS 1639-1-122 I I 639-2-1 I I 641-2-12 I 1 AS 200 LF 1 EA EXIST INTERNALLY ILLUMINATED INATED STREET NAME -INN 21-0 REMAIN) PHASE 1 FXIST. 559 L2A PHASE 2 L2A 4�y PHASE J 11111 0+0 0+0 0+0 ENID, PRE-EMPTION L2A T5 CI EARANCE OWED 1 L2A DVFII 2 CONTROLLER TUNING REFERENCE TABLE VEHICLE IOVEMENT 4 5 6 APPROACH DIRECTION NBR SBL NBL o APPROACH POSTED SPEED (MPH) 30 30 30 u ALL RED DISTANCE (FEET) 165 158 109 VELLOVV CLEARANCE LL 4 4 4 ALL RED 4.24.02.9 PEDESTRIAN MOVEMENT PED. CROSSING DISTANCE (FEET) E PEDESTRIAN IIVALK LL PEDESTRIAN CLEARANCE TIINE LOOP ASSEMBLY )TENS 660-1-109 I 1 EA 660-2-]06 1 AS I I REMOVAL ITEINS 632-7-6 I 639-1-620 I 639-2-6 I 650-1-60 I 660-1-600 I 1 PI 1 45 200 LF 8 AS 1 EA 4/W LAVE R/W LINE 0 R/W LINE E, SST. CONTROLLER CABINET (TO ,4EI'AAIN) I 635-2-11 I 6 EA 1 1 / PROPOSED SERVICE DISCONNECT STA. 57+83.33 (168.7 ' P,TJ Signal Related work to be maintained by FDOT R/uV LINE C VVH-5 'I VVH-6 I 635-2-12 I I 635-2-11 I 3 EA EXIST. INAST 4RI'1 62 (TO REMAIN) EXIST. CCTV (TO REMAIN) R/W LINE 0 10 40 Feet 1 )0E 1 0,/240 as E2,2 + P1 t fL SURVEY 55 7 `ram 0 TO PROPOSED FILL SERVICE POINT APPROX. 200 FT SEE DETAIL A - -5(D)- - t - - - r (D) - »1111111011111, 5(D} 8C _86' 6) @1D7 ,,77 / 115Fd3 r)) BFo O° `mil C`LD1 _ B 635 2 11 EXIST. INAST ARM B3 (TO REMAIN) I 635-2-11 EXIST. I4AST ARIN B4 (TO REI1IAINI EXIST. I4.4ST ARM B1 (TO REMAIN) EXIST. COMMUNICATION ANTENNA (TO REINAIN) 1 EA R/V' LINE R/IV LINE DFTAM A PROPOSED FPL SERV CE POINT STA. 57+98.00 (337 27' RT) SR 7 / US 441 / NW 7 AVE AT NORTH RIVER DR / NW 5 ST ASSET NO. 2326 REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION ER1K ALEXANDER ECHEZABAL, P.E. LICENSE NUMBER' 82215 CHOICE ENGINEERING CONSULTANTS, INC. 12855 SVl 132ND STREET, SUITE 200 IMAM!, FLORID4 33186 STATR OF Fr URT..D4 05" 2TRf7?a'T OFTRA AKPU5T IT5UN ROAD NO. COUNTY F 541122E PROJECT ID 7 MIAMI-DADE 445999-1-52-01 SIGNALI[ZATCION PLAN SHEET NO. T-6 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE G1G15-23.0 SIGNAL HEAD AND SIGN DETAILS 000 1 (1 Y. NW6ST 1, it NW7AV I I(Q 11A EXIST. INTERNALLY EXIST. INTERNALLY — — ILLUININAILD ILLLININAILD EXIST. SIGN STREET 501= SIGN STREET (NAPE SIGN TO REnAIN (TO REAAIN) (TO RE'AAIN) 3-SECT., 1-WAY 6 AS I 650-1-14 I 0 PED SIGNAL GRUNT -DOOM 1 SECT., 1 WAR 2 AS e52-1-T1 PH /df EEO. SIGNAL LJ0NT-DAWN ) SECT_ 2 4.4Y 44 653-1-12 0 rLr!� L o NO °TURNS' EXIST. SIGN TO REIVAIN 0 L� R10-3E (R 10-35 (L) - - 0-3I (R' R10-3I IL EA) EA) 3 x 15" J" x 15" CONTROLLER OPERATIONS: 1 MAJOR STREET. SR 7 / US 441 / NM 7 AVE MINOR STREET: NV/ 6 57 2 PHASE 2 - ACTUATED PHASE 1 - RECALL PHASE 1 - COORDINATED `LASHING OPERATIONS' 190VEMEIJTS 2 5 6 - YELLOW I'IOVEMEINT 4 - RED 4 BLANK OUT SIGN FACING WESTBOUND APPROACH ACTIVE DURING PHASES 2 AND 6 VEHICULAR CLEARANCE INTERVALS, PHASE 4 LEADING PEDESTRIAN INTERVAL, 4ND DARK DURING ALL OTHER PHASES. NOTES: 1 THE EXISTING CONTROLLER CABINET /S EQUIPPED WITH WIRELESS COMMUNICATION EOUIPPIEN'T. 2 ESTIMATED TOTAL ELECTRICAL LOAD: 328 W ESTIMATED INTERSECTION AI'APERAGE. 2.73 A 3 ALL PROPOSED SIGNAL HEADS TO BE PA:IPPED V1ITH FLEXIBLE RETRO,REFLECTIVE HACK PLATES. 4 ARCHAELOGICAL MONITORING BY A PROFESSIONAL ARCHAEOLOGIST PROVIDED BY THE FOOT IS ,REOUIRED FOR SUBSURFACE EXCAVATION BETV/EEIN STA. 48+60 (P.T) AND STA. 52+00 (RT AND STA. 66+00 (RT CONDUITS. I 630-2-12 I DO NOTE BLOCK' I INTERSECTION I EXIST. SIGN TO REM, IN BLANK OUT SIGN 36" X 36" 1 EA 700-141-160I PRo PuRCO SDP 2 ` /'F Pti PHASE 71 PRISE HTF2H —H TF A0 +-I TF6� O+ 4 CABLE ITEMS CONTROLLER ITEMS 1 PI 1670-5-140 11 AS I 632-7-1 1 ELECTRICAL SERVICE 1684-90-102 11 EA AND DISCONNECT ASSEMBLY ITEI'AS REMOVAL ITEMS 639-]-]22 1 AS 1 PI 396 LF 03 LF (2 RUNS, 1 PED. SIGNAL, 1 PED. DETECTOR) 025 LF (1 RUN, 1 ELECTRICAL) 055 LF (3 RUNS, 1 PED. SIGNAL, 1 PED. DETECTOR, 1 ELECTRICAL) 4 15 LF (1 RUN, 1 SIGNAL) 09 LF (2 RUNS, 1 PED. SIGNAL, 1 PED. DETECTOR) 0 121 LF (4 ,RUNS, 1 SIGNAL, 1 PED. SIGNAL, 1 PED. DETECTOR, 1 ELECTRICAL) 1 632-7-6 639-1-620 639-2-6 646-1-60 670-5-600 EXHIBIT A - SHEET 10 OF 10 EXIST. I'1457 4RI'1 C3 (TO REMAIN) I 635-2-11 I 2 EA R/VV LINE EXIST MAST ARM C2 (TO REMAIN) 635-2-11 / EA "PE0T3 5 SR7/US441 /NW 7AVE 5 �-BED.G(RL D) /00702'22 _ 5(DF - - - 6 R/N LINE 635-2-11 �VVH-3 y: §r'1RVEY,5 15 m EF0C(15) D1' Aw/OX Su'E1 1 EA EXIST. SERVICE DISCONNECT (TO BE REMOVED) PROPOSED FPL SERVICE POINT STA. 60+71.03 (.96.73' RT) 03 LF (2 RUNS, 1 PED SIGNAL, 1 PED. DETECTOR) 0 66 LF (5 ,RUNS, 2 SIGNAL 1 PED. SIGNAL, 1 PED. DETECTOR, 1 VIDEO) 032 LF (1 RUN, 1 ELECTRICAL) 10 10 LF (1 RUN, 1 SIGNAL) 11 49 LF 12 RUNS, 1 SIGNAL, 1 VIDEO) 12 B LF (1 RHO, 1 SIGNAL) be maintained by FDOT I 635-2-11 I 1 EA R/W LINE 0 10 40 PROPOSED ELAN KOUT SIGN ON Feet PEDESTAL I 635-2-11 I 5 EA EXIST. PED. PEDESTAL (TO BE REINOVED) PROPOSED SERVICE DISCONNECT STA. 61+41.49 (34.66' LT) I 635-2-11 I 3 EA PROPOSED CONTROLLER CABINET 2 STA- 61+570 (35.74' LT) RON LIT 635-2-11 #SEA—� ( EA j - _ A BFf3£fDkDBFOC(Dl -5(D; SF-00/00-Di ?-5{Gk - � III III �p �O G ® Signal Related work to I I R/W LINE EXIST. MASTS ARM C1 iT0 REMAIN) EXIST. PED. SIGNAL. DETECT Lt AND SIGN (TO BE REMOVED) EXIST. Cm4MUNICATISN ANTENNA (TO REMAIN) 635-2-11 11 EA EXIST. CONTROLLER CABINET (TO BE REMOVED) I 635-2-11 R/W LINE 2 EA 'BFOL SR77US441 / NVV 7 AVE AT NVV 6 ST ASSET N0. 3260 REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION ER1K ALEXANDER ECHEZABAL, P.E. LICENSE NUMBER. 82215 CHOICE ENGINEERING CONSULTANTS, INC. 12855 SV1 132ND STREET, SUITE 200 MIAIN1, FLORIDA 33186 8=TATR OF FA02.(C'A OEEN l 2TRTEDUIT UFTRA 50 Pil2TATd0N ROAD NO. COUNTY FINANCIAL PROJECT ID 7 M1AM1-DADS 445999-1-52-01 SIGNALI[ZATCION PLAN SHEET NO. T-7 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE G1G15-23.0 639-2-1 207 LF AS 181 LF 641-2-12 1 EA 1 EA VIDEO DETECTION ITEMS 1 650-1-60 6 AS I 660-4-1! 1 1 EA 653-1-60 1 1 AS 660-4-12 I 1 EA 665-1-60 11 EA 1 AS Exhibit B LEGEND PAVEMENT MILLING AND RESURFACING 4" CONCRETE SIDEWALK 6' CONCRETE SIDEWALK DETECTABLE WARNING SURFACE NOTE. ALL PROPOSED PEDESTRIAN RAMPS ARE 6 WIDE BEGIN PROJECT BEGIN MILLING AND RESURFACING STA. 157+60.00, MATCH EXIST. PAVT. BEGIN CONSTRUCTION STA. 157+00.98 6" WATER MAIN TO REMAIN 6-4' (13KV) DUCT TO REMAIN BEAD) 10" STORM VVATER TO REMAIN R/W LINE FPL (13KV) LINE GE TO REMAIN CROWN CASTLE BFOC TO REMAIN TECO PEOPLE 2" GAS /4A1N TO REMAIN COINCPST OTV AERIAL TO REMAIN FPL (,38KV) BE TO REMAIN FPL (13KV) 6-5" DUCT TO REMAIN Off -System Limit. City of Miami Maintained. MANHOLE (TO BE ADJUSTED BY FPL-0) +47.56,32.29' LT. IJPTCH EXIST. +31.41, 36.97' LT. +56.05 19.40' LT 1,1ATCH EXIST. +31.41 32.29' LT. BEGIN C&G TYPE BE(D)- - BE(D)- BE(D n(D}}56 I1R0} W(D)- 57 V(D) - - 0,,V,dN rmmdN nIlldN 5(D) Sr )' S( ) N 1 °46'56'Vl 8" SAN_ SEI/VER SR 933 (NW 12TH AVE) TO REMAIN +00.98 G(D) G(D, +U-5 9-8 R/W LINE END C&G TYPE F STA. 158+77. 44 MATCH EXIST. END SIDEIIVALK STA. 158+74.88 38.01' LT. +70.07 01' LT. 09 8GIN SIDEWALK STA. ] 58+47 SF 111"�i CH E (TO REMAIN) BE(D) - -.BE(o) )ll(D)- -( 1p 1 4N AD MANHOLE (TO BE +63.07 CONST. ADJUSTED BY MOWS) +56 '9 21. 18 RT B, T(D) SP,-933 (NW 1 2TH AVE.) +5408 22.53 RT. 433 RT 0' � rT� T BFOC(D)- /.i BF •1 �J'� BFOC(D - -�' ) +27 'S BFOC(D)- - _IifFOCI DJ BFD�(D) - - -+7� 12 30 0T CBGIVN CASTLE BFOC TO REINAIN GOMCAST 8FOC TO REMAIN TECO PEOPLE 4" GAS 1.1A1IV TO REMAIN NE BEGIN C&G TY, E F BEGIN SIDEWALK STA. 158+48.93, MATCH EXIST. EXIST. PALM TREE (TO REINAIN) USE TREE PROTECTION BARRIER MANHOLE (TO BE ADJUSTED BY CONTRACTOR) STA. 158+61.49, 28.93' RT. +61 41 37.64' RT. Ig 'I"III END C&G TYPE F IIII STA. 158+78.56 INAT7H EXIST. +78.63 III, MATCH EXIST. R/W LINE FPL (138KV) LINE OE TO REI LIMN ,IIII" AT&T 00 REMAIN TO TO R TV ERN .IA L AT&T OT COPPER TO REMAIN CRO!VN CASTLE BFUC OT OT OT OT 0T -T4 REI=I�IN FPL (138KV) BE TO REINAIN m mid 6+73.;47 32'.RT +2;.16 • 29.0 R7.. 2.' IVATER 1=1P IN TO REMAIN FPL (138KV) 8E TO REMAIN AT&T 12-4" PVC 6T TO REMAIN R/W LINE LIMITS OF MILLING AND RESURFACING STA. 158+90.15, 48.95' LT, MATCH EXIST. PAVT. CROWN CASTLE BFOC TV REIN4IN BEGIN C&G TYPE F STA 159+02.55 MATCH EXIST. BEGIN SIDEWALK STA 159+09.15,4423 LT. MATCH EXIST. EXIST. FIRE HYDRANT (TO REINAIN) +18.55 EXIST. LIGHT POLE 49.23' LT. (TO REMAIN) END C&G TYPE F END SIDEWALK STA. 159+29.86 WATCH EXIST. JUSTED BY CONTRACTOR) &?4. ]59+14.94, 4.61' LT. 85' TREE (TO REMAIN) USE TREE PROTECTION BARRIE BEID) ,y0.8 - - - - - -BE(D) +23.78 L0.&7 RT )/V(Oh 20,26 RT. _,(B) +34.13 2064'. RT. +40.49 �1d23.18' RT END C&G TYPE F END PROJECT 0 10 40 Feet '(D9 END MILLING AND RESURFACING STA. 160+22.35, MATCH EXIST. PAVT. EADi 6" WATER MAIN TO REMAIN FPL (13 KV) 6-4" DUCT TO REMAIN R/VV LAVE & CON T. S5J 3, D1)2TH AVE.)_ _ _ BEU. - IN(D). - -16 "t4DkAN. SEWER 5(D)' S TO Re)A1N 5(sf) N1'46'56.'1/1, SR 933 (NVV 12TH AVE) gJ CROWN CASTLE BFOC +89.71 END SIDEWALK TO RE/If IN 3795' RT O(D) _ G(' I _ _ - _ G(0) - _ IAATCH: EXIST- -_fir E�O 71' XI EST e: EXI PTR USE TREE PROTECTION BARRIER MANHOLE (TO BE ADJUSTED BY CONTRACTOR) STA. 159+20.22, 29.03 RT. +19.94 R/VV LINE 37.85' RT. +17.36 40'49 RT TECO PEOPLE BEGIN SIDEWALK 4" GAS WAIN +05.37 STA. 159+10.83 TO REMAIN37.85' RT. 42.07' RT. r BF BEGIN C&G TYPE F EXIST. PALM TREE (T0 REMAIN) STA. 159+0'45 USE TREE PROTECTION BARRIER WATCH EXIST. +03 57 WATCH EXIST. R/VV LINE LIMITS OF MILLING AND RESURFACING STA. 158+90.97, 48.84' RT, MATCH EXIST. PAVT. FPL 0H 120/240 TO REPIAIN TECO PEOPLE 2" GAS WAIN TO REA1AIN CROWN CASTLE BFOC TO REMA1IV WATER WAIN T � O TA-REIWAIN AT&T 12-4" PVC 8T TO REMAIN OT OT /-AT&T OT COPPER TO REINAIN BFOC(D) REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION FLL<N 8. SEOUEIRA. P.E. LICENSE NUMBER' 60737 CORE ENGINEERING GROUP, LLC. 14750 SW 26TH STREET, SUITE 204 MIAMl, FL 33185 8'TAT2 OF FAt72(C'1 4UFi".l 27R671 T OF TR-1AS PORT IT2ON ROAD NO. COUNTY FINANCfAL PROJECT ID SR 933 MIAMI-DADE 449363-1-52-01 ROADWAY PLAN SHEET NO. 6 6" WHITE (TYP. 6" WHITE (10-30SKIP) 11/111/4 RPINS w 40' DC BEGIN PROJECT BEGIN PAVEMENT MARKINGS STA. 157+60.00, MATCH EXIST. STRIPING R/W LINE £ i R��-KINGS `, z/ TO REMAIN iL COUNT �I II SR-933 (NW ]2TH AV E.)� 156 --- -757 I I 'I EXIST. MARKINGS TO REMAIN SR 9,:0 (NW 12TH AVE) DATE DESCRIPTION R/ V LINE REVISIONS DATE 6" DBL YELLOW W/Y/Y RPMS 7 40' OC +11.55 +67.55 6" WHITE III/Il/R RPMS @ i 20' C .urrL2.25 +14.2 18" WHITE 130 10' OC (TYP.) Off -System Limit. City of Miami Maintained. DESCRIPTION R/Il LINE EXIST. MARKINGS TO REMAIN 6" WHITE W/W/R RPI=15 Ta 10' OC 24" II/HITE PREFORMED 8" WHITE 0' OC 24" WHITE 24" WHITE PREFORMED +74 23' RT. 24" IVHITE PREFORMED 265 37' RT 19" IIVHITE NN 10' 0C (TYP.) 6" V1H1TE VV/IV/R RPI45 . 10' OC R/Vl LINE END PAVEMENT MARKINGS STA. 158+90.15, 48.95' LT MATCH EXIST. STRIPING 6" WHITE W/W/R RPI'AS (N 10' OC BLUE RPM +96, 43' LT. 18" WHITE 3.10' OC (TYP.) 22 WHITE 2747' (.47' LT. 2'-4') DOTTED WA. AA :111II - 343386 6" I/VHITE IN/IA//R 19' LT. rRPI45 C 20' OC 160 +22.17 4 +08.11 22.6T RT. 6" WHITE o +10.01 � `F\ 1rAl�//tr ,4I i I��\ iA \\1 12'I,VHITE 36 93 l' RT. JI 24" IVHITE ]9" IVHITE 00 10' OC (TYP.) R/W LINE EXIST. MARKINGS TO REMAIN ENGINEER OF RECORD FLLAN 6. SEQUEIRA, P.E. LICENSE NUMBER ' 60737 CORE ENGINEERING GROUP, LLC. 14750 SW 26TH STREET, SUITE 204 MIAMI, FL 33185 6' IVHITE W/11/R 4PINS a 10' OC END PAVEMENT MARKINGS STA. 158+90.97, 48.84' RT MATCH EXIST. STRIPING 4/W LINE STATE OF FP ORAZA 0.5P.22T.I1 TINT OF TRA11S'PURTAT00N ROAD NO. COUNT FINANCIAL PROJECT ID SR 933 MIAMI-DADE 449363-1-52-01 0 10 40 Feet END PROJECT END PAVEMENT MARKINGS STA. 160+22.35, MATCH EXIST. STRIPING R/W LINE EXIST. MARKINGS 0'ONST. TO REMAIN 5FT-933 (NIN 12TH AVE.)_ 16- - 6" DEL YELLOW W/Y/Y RPI'AS C 40' 2C _ EXIST. 1425K1N6S 6" WHITE (10'-30' SKIP) TO REINAIN l'I' VV/VVJggPIN5 ( 40' OC �' 19 it R/Vl LINE 72 18" IVHITE 10' OC (TYP.) 6" WHIT` III/IV/R 0PMS @ 10' GC (TYP.) 24" IVHITE PREFORMED NOTE: SEE SHEET 4 FOR SIGNING S ikPlif PLAN 2 SHEET NO. 5-3 CORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RRLE F1G15-23.00 ti PEDESTRIAN HEAD AND SIGN DETAILS OD 1/11sich For START BOSSING Vehicles Flul. Crossing If Malted II FlnknCrosslnn DONT CROSS USH TO GROSS N.Al2THnv 2 R10-31 9"X15" (2 EA, START SING rle DON'T STSRT Finish °cussing Blurted rIldIE REMAINING u ,I,Bruning El DON'T CROSS PU BB ON wITH ST R10-31 9"X1," 12 Eal NW 12 Av INTERNALLY ILO IIINATED LED SIGN 72" X 24" 1 EA START CROSSING START Ifemnee TIME REMINIING Tu Crossing DON T CROSS PUSH BUTTON TO CROSS ISTH v RI0-31 9"Y1.3(2 EA) SIGN DETAILS 10 NW 6 S t INTERNALLY ILUININATED LED SIGN 72" X 24" 2 EA I 700-5-22 I I 700-5-22 I 5.0.P P2 6=2 P6 PHASE 1 4 PHASE 2 TF I TF 2 Hi = START CROSSINIc Watch For Vehicles SOIST START gr. Grossing usmraa TIME REMAINING Ei To Finish Ciroschs BO, CROSS USH BUTTON TO CROSS 0 ETH ST 2 R10-3I 9";(15" 12 EA) TURNING VEHICLES FOR% 700 3-201 11 EA RIO-15A (30' X30") 19P'/ 001 001 001 PED. SIGNAL COUNT -DOWN 1-SECT., 2-1.7AY 4 A5 I 653-1-12 I PUSH BUTTON SIGNAL HEAD DETAILS ❑ ❑4 ❑6 CD CD SECT-, i WAY 6 A5 650-1- 4 700-3-20 11 EA 1 700-3-201 11 E R3-1 R3-2 (36"X36") 136"'X36') ® + O O ©+a ©+® CONTROLLER OPERATIONS 1. MAJOR STREET: SR 933 (NO( 12TH AVE) (30 MPH POSTED SPEED) MINOR STREET: NW 6TH STREET (30 IWPH POSTED SPEED) 2. FLASHING OPERATIONS: - MOVEMENTS 2 & 6 (YELLOW) - MOVEMENT 4 (RED) 3. PEDESTRIAN SIGNALS UPON ACTUATION ONLY 4. MDC CABINET Il(ODEL 14-600V 5. DEMAND WATTAGE FOR INTERSECTION: 1440 WATTS (I2A@I20VOLT) VOLTAGE DROP — 1.77% PUSH SUTT0IN 0 PED POLE PUSH SOTTO p ED SIGNAL — SE CORNER PED —SIGNAL ,ems PED POLE RED SIGNAL SW CORNER Signal related work to be maintained by FDOT PEDESTRIAN PEDESTAL STA. 158+60.83 5ER 30.84' LT. AND (20 LF) (1 RED. SIGNAL RUN) 1 EA 1 EA 2 E4 1 630-2-12 I 635-2-11 I 646-1-11 I 665-1-11 CONST. M-660X CABINET 6 PROPOSED CONTROLLER CABINET (2070X) WITH UPS OUTDOOR ENCLOSURE STA. 158+52. 73, 35.89' LT. (40 LF) 1 PI 6 EA 1 EA 630-2-12 1 I 632-7-1 1 I 635-2-11 I I 635-2-12 1 I 660-4-11 I I 670-5-140 I 1684-90-102 I 685-1-13 I 3 EA 1 AS 1 EA 1 EA PROPOSED FPL SERVICE DISCOIVNET STA. 158+37.73 3S.2;' LT. (20 LE) (1 POIHIER RUN)I 630-2-12 1 3 EA 140 LF 1 A5 1 EA I 635-2-11 1 I 639-2-1 1L�.�R/II/ I 639-1-122 Imo= I 641-2-12 1 Al PROPOSED INAST ARM LOCATION STA. 158+52.50, 27.26' LT. ARM LENGTH=3 ARM SEARING=N88713'04" (25 LF)(2 RUNS) (1 SIGNAL, / VIDEO) 2 EA 1 EA 1 EA I 630-2-12 1 I 635-2-11 I I 649-21-1 1 I 660-4-12 1 PUSH BUTTON PED SIGNAL Controller Timing Reference Table Vehicle Mot ement 1 2 4 6 6 - EI u_ Approach Direction NBL 5BT VVBT N6T Approach Posted Speed (MPH) 30 30 30 30 All Red D>Stance (Feet) 55 45 60 45 Yellow Clearance (Sec) 3.7 3.7 3.7 3.7 All Red (See) 2.0 2.0 2.0 2.0 Pedestrian Movement P2 P4 P6 P8 - 12 Ped. Crossing Distance (Feet) 44 50 38 56 Pedestrian IlValk (Sec) 7 7 7 7 Pedestrian Clearance Interval (Sec) 13 15 11 16 SR CID BFBFODC(D) LI 2 EA / EA I 630-2-12 I (75 LF) (4 RUNS) (3 SIGNALS, 1 VIDEO) 635-2-11 635-2-30 PROPOSED FPL 120V SERVICE POINT. RISERAND FAL HE' N STALLA T/OIV REQUIRED. CE INUST BE INETERED I ` SUBJECT TO CHANGE I 635-2-11 0-2-12 R/W LINE —"ET PEDESTRIAN PEDESTAL STA. 158+68.78 34. 75' RT. (5 LF) (1 PED. SIGNAL RUN) 1 EA 1 EA 2 EA I 630-2-12 1 I 635-2-11 I I 646-1-11 I I 665-1-11 I (50 LF) (1 SIGNAL FIXED I 630-2-12 1 VIDEO VEHICLE CONNECTION CHART VIDEO DETECTION DETECTION ZONE 01/1 00 CfONNECTENTTo V2A VI 2 V2B V2 V4A 4 V6A V3 6 V68 1 E.i SIGNAL PUSH —BUTTON PUSH 41111101111 0 ]0 40 Feet (20 LF) j2 RUN51 IIH CJ N (1 SIGNAL, 1 VIDEO) LINf' tfi R/IN LIVE R/W LINE SR 955 NW 12TH AVE/NW 6TH ST INTERSECTION ID# 8357 1 630-2-12 I I 635-2-11 I 649-21-1 I 660-4-12 2 EA 1 EA 1 EA PROPOSED INAST ARM LOCATION STA. 159+12.18, 37.98' LT. ARM LENGTH=30' ARI'11 BEARING=501'46'56"E PEDESTRIAN PEDESTAL ST.A. 156+21.26 30.59' LT. I 630-2-12 I(20 LEI (1 PED. SIGNAL RUN) 63 EA 646-1-11 11 EA I 665-1-11 1 2 EA 2 2 SIGNALS'DEG) E )-2 i _ 635-2-16E(b EA SR 933 (NW 12TH AVE) D = BFB5(`t3T_ - — - r A/W - 61134W 0 1101 ePROPOSED Ip4 Y STA- 159+3730, 31-60' RT ARILLENGTH=30' ARI=1 BEARING=588"1304"VV 630-2-12 1 635-2-11 I 649-21-1 I 660-4-12 1 630-2-12 (21/ LF) (2 RUNS) (1 SIGNAL 1 VIDEO) 2 EA 1 EA 1 EA (20 LF) (1 SIGNAL RUN) PEDESTRIAN PEDESTAL STA. 159+12.08 36.57' RT. I I 630-2-12 (5 LE) (1 PED. SIGNAL RUN) 1 EA 1 EA I 665-1-11 I2 EA I 635-2-11 I I 646-1-11 I REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION F55 1/ B. SEOUEIRA. PE. LICENSE NUMBER6,0737 CORE ENGINEERING GROUP, LLC. 14750 SW 26 ST, SUITE 204 14IA101, FL 33185 „'T.ATR OF Fr UR7SDA OF0 P.l R531015 NT OF TAR A113'PORT ATTON- ROAD NO. COUNTY FINANCIAL PROJECT ID SR 933 MIAMI-DADE 449363-1-52-01 SIGNALI[ZATION PLAN SHEET N0. T-4 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE G1G15-23.0