Loading...
HomeMy WebLinkAboutExhibit AEXHIBIT "A" FM# 445998-1-52-01 Page 1 of 13 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, Rev. 6/22 1 FM# 445998-1-52-01 Page 2 of 13 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"): Rev. 6/22 2 FM# 445998-1-52-01 Page 3 of 13 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 Rev. 6/22 3 FM# 445998-1-52-01 Page 4 of 13 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 Rev. 6/22 4 FM# 445998-1-52-01 Page 5 of 13 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. Rev. 6/22 5 FM# 445998-1-52-01 Page 6 of 13 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 Rev. 6/22 6 FM# 445998-1-52-01 Page 7 of 13 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 Rev. 6/22 7 FM# 445998-1-52-01 Page 8 of 13 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. Rev. 6/22 8 FM# 445998-1-52-01 Page 9 of 13 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 Section 768.28, 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 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; Rev. 6/22 9 FM# 445998-1-52-01 Page 10 of 13 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. ///SEE SIGNATURES ON FOLLOWING PAGE/// STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION By: By: Rev. 6/22 10 FM# 445998-1-52-01 Page 11 of 13 Name: Title: Name: Title: Director of Transportation Operations Date: Date: Attest: Name: Title: Approved as to form and legality: Department Legal Review: By: Name: Rev. 6/22 11 YLA LIMIT OF INILLIIVG AND ,RESURFACING I1ATCM1,T EXIST. "y I..V1+94.90 I I - - BEND)- - 5 DIST- 8E-B 5) 28. 0' R 4 N CR- " TH-5G36 52" LIMIT OF MILLING AND RESURFACING WATCH TO EXIST. 0+67. 00 TT311 F MILLIIVG- mD RESURFACING PTCHGff 7ST 0 =00 LEGEND: 2 5' MILLING AND RESURFACING SOD hw•w wuu• +XX. XX OF PEDESTRIAN CURB ,RAINP MIDV/ASD SAN. SEINER INANHOLE (TO BE ADJUSTED BY INDIVASD - LA/VS) I11 STA. 35+77.90 (6 SR972) _ STA. 2+00.00 (6 SVV 3 AVE) NNA (DI VV(D} - - - -48'- VV BEGIN CURB TYPE D WATCH TO EXIST. 1 +08-08 5SWAY. 1 +17 .16 )2 6'A555 - RT R/V/ LINE WOLFSON LAW FIRM, LLP LEGEND BEGIN C&C- TYPE F O WATCH TO EXIST. 33+71.233 END C&G TYPE F TRANSITION TO D 33+85.29, 55.25' RT. © 1+6 49.856'.36RT0 1+45.96 . 49.94' RT. END CURB TYPE D O WATCH TO EXIST. 1+76.80 LEGEND END SVIK. CON ST SIDEWALK cr 5W / CH TO XIS N INDWASD FIRE Y NT (TOREMAIN) \ +97.57 57.22' LT. o • 6, 9 SIN'3 AVE"- - - SYA:-1145.•4g(2) - 54.94' RT-+ cooTH,G84 : G CRC 0 m o E +02 75 55.61' LT. STA. 36+69.14 j8 SR972) _ STA. 30+00.00 (g SLY 22 57) - 4" THICK CONCRETE SIDEWALK - 6" THICK CONDRETE SIDEWALK R/W LINE FPL D PROP. OE UNDER INDWASD LI/ATER VALVE PERMIT #2016-H-690-30 IV (TO BE ADJUSTED BY MDWASD - SEE MS) c-N)_MDINASD SEWER VALVE SV (TO BE ADJUSTED BY INDVIASD +10.23 - SEE UWS) 107.06 LT WIDENING STA. 36+69. 15 (62 SR972) - STA. 56+94.11 (9 933) STA. 3+14.07 (9 SW 3 AVE) MYKONOS BREEZELIKE HAND (TO BE ADJUSTED BY BRSEZE-LIWEr 1 5(D (NWN SID. Immas 1. 4STVIWN° HI I Y 4 414 TH-SGO1A LIGHT (TO REMAIN)- // //EXIST. SPOT TECO 2" GAS (`TO RE RELOCATED BY TECO - SEE DINS) C- u 1+78.83, 49.53' RT. a 2+06.47 42.40' RT. END51V K. CONET. © WATCH TO EXIST. 1 +98.48 END CURB TYPE D O MATCH TO EXIST. 2+24.04 BEGIN C&G TYPE F MATCH TO EXIST. 34+51.52 END C&G TYPE F ATCH TO EXIST. 4+79.52 EGIN SINK. [NAST. ATCH TO EXIST. 4+48.35 END SVIK. CON ST. MATCH TO EXIST. BEGIN SINK CDNST. 35+01.23 I'IIATCH TO EXIST. +86. 55 TH-SG85 1+32.79, 54.99' RT 1+94.08 2+00.35R 49.53' RT. © 44.96' RT. 0 2+00.15 R 2+05.08 56.71' RT 6 5229 RT. BEGIN CURB TYPE D CD WATCH TO EXIST. 36+93. 93 END CURB TYPE D O WATCH TO EXIST. 37+31. 17 BEGIN CURB TYPE D o WATCH TO EXIST. 37+37.71 82 92.82 8976 LT 9751 87.(8' LT. J3.51 91.44' LT. BEGIN SINK. CDNST. WATCH TO EXIST. +69. 15 R/W LINE END SWY. CDNST. MATCH EXIST. CDNST. +10.22 END C&G TYPE F MATCH TO EXIST. +95.50 END SINK. CDNST. WATCH TO EXIST. / +81.OA4 HOLE I1- Svou: ----- C&G TYPE F -9(d)14TCH-SG- EXIST.. i(D +69.15 E0"-SIN--(9IKDIIATIOK:. 4 6+69.75 D) 19' STA. 37+35.24 BK = - STA. 36+69. 15 AH CR-E STA. 2+2 .60' LIMIT OF MILLIN AND RESURFACING MATCH TO EXIST. 36+60.94 91'30' 22" f BEGIN CURB TYPE D , MATCH TV EXIST. 07-93 SVQEONST. TCNT 1ST. -TaNSG95 ' C(Lfii.PU - - +81.08 y 54. 12' LT. -N(D)- 12' WWI- -N(D)- 4 D} SR 972 / CORAL WAY / SW i AVE END 32CURB TYPE D +04.87 ry MATCH TO EXIST. 2.37' T. C�4-A /+74 5o +77.80 CRCj 1b 5 7q) \11' A -RAW LINE Jv \ LIMIT OF MILLING 1 Y AND RESURFACING WATCH TO EXIST. 58+50 00 Dr �' /�BEGIN C&c TYPE F BEGIN SVIK. CDNST. WATCH TO EXIST. +70.80 UNITED WAY MIAMI EXIST 11O!VASD FIRE HYDRANT (TO REINAIN) END 5WK. CDNST. WATCH TO EXIST. +06.03 END C&G TYPE F IIIITH FLARED END +_2_023 44-58- LT j- ,-R/V/ LINE Al7gF'LTr64D1 0 +97.17 °1 9.21' RT. 4.11' RT. +45.28 N 5161159.2910, 4966' RT. E 91481.3363 ,,; +46.48 IRE) ^Ny 51.26RT. MIME40 29.5' /7 ▪ ENE35 NST- TCH" ff S. T 23 ND4CX1'l1 ATC J.14 92.94' 506. +69.143) 92.01' RT. VERIFIED VERTICALLY HORIZONTALLY UTILITY + SEE SPECIAL DETAIL CR-E +57.05 44 27' RT. 1ST.' _ 69 4K 9 N52"25 42"E 9 SURVEY +98.84 47. 77' RT. 4623' 41F +246,11 END C&G' TYPE F 49.10' RT. INITHf4' RE-��IV LINE �A93G, 49.36' RT. BEGIN C&G TYPE F FROI4 EXIST. CURB TYPE D +35.24, 70.97' RT. LIMIT OF IN ILLIIVG AND RESURFACING 5 WATCH TO EXIST. 37+28.39 c4, BANK UNITED R 3) Ill 2- Q HAIVS C. RIBBECK, P.E. LICENSE NUMBER 70964 RIBBECK ENGINEERING, INC. 14335 RV 120 STREET, SUITE 205 INIAIN I, FL 33186 „'T.ATR, OF FPO2l6A LL5Y.A GANT OF TRA 53YO9TA T8(/N ROAD NO SR 972 MIAMI-DADE FINANCfAL PROJECT lD 445998-1-52-01 OFF -SYSTEM AGREEMENT EXHIBIT SHEET NO. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. DDEHHE PED. SIGNAL COUNI-DOWN I -SECT., i+IVAY 16 A5 653-1-11 SIGNAL OPERATING PLAN P2D / 81 f S P2C 4. P4 6� ,I P2A$ 4 �P28 I PHASE 1 8 14/6P PFB \y P6B P6I 4/P6A + PHASE 2 EXISTING SIGNAL HEAD DETAILS Pi FITTATI L �L JIL �I 3-SLCI., 1-waY FXISTrAIG (TO REINAIN) �vF1 171 L6� (I7�T:.7XTPq LJ L JL J1L�J1 11'711 SB-T_ 1 INAY 4 EXISTING IC�JI (IO REI'API'V) INSTALL RETROFIT SECT., 1-VIAY EACKPI ATF5 i EXISIIHC 650-2-109 4 EA (4 RFIN AIM/ INSTALL RETROFIT PEDESTRIAN HEAD DETAILS BACKPLATES 6S0-2-109 11 LA 1LR-J L_J Lt) IL J 3 SECT., 1 IIVAY EXIST. SIGN 4 EXISTING ITO 8E REMOVED) 00 RLINAIN) 2 EA R10-3E 9"X 15" 8 EA I 700-3-6 1 I SIGN DETAILS 5' Ir Coral 111, s rr 511 22 51/ 1 1111 P /esc)a Vrr, Al II EXIST. IISNS TO REMAIN 7' �\ Coral Wa/y-a SIN 3 AV RD 1 II SIV 12 AV — PVEtit,a L°I,AEs A0213 EXIST. IISNS 41 TO REMAIN V1 _ EXIST. SIGN (T0 BE REMOVED) 1700-3-601 I CVV0 NOiI TURN III II ON I RED R10-3E EXIST. SIGN 2 EA 9" X 15" 8 EA (TO REINAIN) 44- PED POLE PED- ® DET -PED PED , ® SIGNAL GNALNW - \ PED DET- MEDIAN EDLAN 1 PED MEDIAN 2 PHASE 3 ` _ TF1 I TF2 I TF3 I- ©+0z + z0 Q+Q Q+® VIDEO DETECTOR CONNECTION CHART VIDEO CONNECTED TO DETECTION DETECTOR IIIOVENENTS r ZONE v 1 15. ,1 sF CONTROLLER TIMING REFERENCE TABLE VEHICLE MOVEMENT 2 3 4 i 6 7 APPROACH DIRECTION NFL SET EFL NET SOL Ear WEL SET '1-APPROACH POSTED SPEED (MPH) 30 30 20 30 30 30 RED CLEARANCE DISTANCE (FEET) 286 322 1.4 245 322 290 '4 YELLDIV CHANGE INTERVAL (SEC. ) 4.0 4.0 0 4.0 4.0 4.0 RED CLEARANCE INTERVAL 6.0 4.0 32 4-0 7-0 7.0 PEDESTRIAN MOVEMENT 2 4 6 8.0 a PED. CROSSING DISTANCE (FT) 100 63 43 t PEDESTRIAN DAD( INTERVAL (SEC.) , 7 7 u PEDESTRIAN CHANGE 'INTERVAL (SEC.) 28 18 13 NOTE CONTROLLER OPERATION TOTAL WATTAGE FOR INTERSECTION - 599 1. I'NAJOR STREET: SP 972 / CORAL VVAY ININOR STREET: SIIV 12 AVE & SI// 31d AVE. LEGEND CONDUIT, SERVICE POINT, PULL BOX AL ITEI'IIS: 1 EA 13 EA 5-600 1 AS -2-60 -1-60 -PED DET -PED POLE PGA -PED SIGNAL SW CORNER cYL ICoralv. vo; 514 22 ST II Vl 12 47 EXIST IISNS (TO BE REMOVED) I 700-5-60 I 1 EA SW12AV' Coral Way $ 1 EA IISNS (72"x24") 700-5-11 I 1 EA +Coral Way/SW 3 AV RD SW 12 ST#1 � SWu2 AV IISNS (72"x24") I 700-5-11 I R3-2 R3-4 24"X24" 24"X24" 1700-3-201 I 1700-3-201 I PED -SIGNAL -PED POLE MEDIAN 3 630-2-12 / RUN @ 22 LF (1 SIGNAL) ALUININUI=I PEDESTAL INEDLAN 3 1 EA 1 EA 0� SW 12 AV III Loral IIay - II EXIST. IISNS (TO BE REMOVED) 700-5-60 I 1 EA -PED DET PED POLE -PED SIGNAL 5W CORNER ALUI'IIINUIW PEDESTAL STA. 37+54.6,9, 58.02' LT 80 LF 1 EA 1 EA 1 EA 630-2-12 635-2-11 646-1-11 665-1-11 PED POLE A PED DET PED SIGNAL 59V CORNER EXIST. LONTROLLER CABINET — (TO BE REMOVED) PROP. CONTROLLER CABINET STA. 37+02.86, 109.45' LT 1 PI PROP. SERVICE DISC. — STA. 36+99.07, 96.91' LTT 630-2-12 635-2-11 639-1-122 639-2-1 641-2-12 13 LF 3 EA 1 A5 13 LF 632-7-1 635-2-11 635-2-12 660-4-11 670-5-140 1 EA EXIST. SERVICE DISC POLE /TO BE 56170VED) 1 RUN a 198 LF (1 SIGNAL) I 630 PED DET PED POLE PED SIGNAL MEDIAN 4 R/VV LINE STA. 34+68.86, 0.12LT 1 EA 1 EA 1 EA 635-2-11 646-1-11-- 665-1-11 3.37 PED DET PED POLE PED SIGNAL (D) LUMINUM PEDESTAL TA. 34+45.26, 45. 03 kT 55 LF 1 EA 1 EA 1 EA 630-2-12 635-2-11 646-1-11 665-1-11 ALUII INUPI PEDES STA. 34+49.33, 49.34 1 EA 1 EA 1 EA 635-2-11 646-1-11 665-1-11 I RUN @ 59 LF (1 S1GNA ) 630-2-12 2-12 ALU IHINUI I PEDESTAL I STA. 34+70.69, 4 7 EA 1 EA 1 EA '8 684-90-102 6 EA 1 EA 1 EA 1 AS 09660- 1 EA R7VV LINE ALUIIIINUI1 PEDESTAL STA. 36+73.06, 59.77' LT 5 EA 63 LF 1 EA 1 EA LT 635-2-11 646-1-11 665-1-11 RUN @ 224 LF (1 VIDEO)! R/W LINE 635-2-11 630-2-12 646-1-11 665-1-11 EXIST. ELECTRONIC DEVICE TO REMAIN GN/ INAST ARII' XI M' 16AST RE-N1A1A 630-2-12 ALU MINU61 PEDESTAL NEDIAN 4 cT A. 34+69.53, 0.91' RT 630-2-12 48 LFi' 639-2-11 4 EA 64. 1 11 / EA .� 1 E... Ri1W�n�ll�dl■`� LUMINUIN PEDES AL IIIEDIAN 1 ST4. 35+08.04, 46 97' RT 10 LF 1 EA 1 EA 1 EA 630-2-12 635-2-11 646-1-11 665-1-11 / ALUM NUN PEDESTAL MEDIAN 2 STA. 35+17.09, 47.23 RT 1 EA 1 EA 1 EA k SERA SR 972/51u 2 -64424-------- .. 635-2-11 646-1-11 665-1-11 FED SIGNAL PED - POLE NW CORNER PED POLE 0 10 50 Feet -FED DET -PED SIGNAL EX IST MAST (TO- REMAIN). ST STA 630-2-12 1 (4 N @81-LF (1 SIGN_'- -ALUMINUM PEDESTAL SHALLOW FOUNDATION- STA 36+07.55', 35.52RT 1 EA 646 2 11 1 EA 646-1-77 635-2-11 630-2-12 635-2-11 1 1 RUN' 630-2-12 I@ 53 LF (1 SIGNAL) ALUMINUM PEDESTAL STA. 37+03.44, 53.99 RT ALUMINUM PEDESTAL STA. 37+49.84, 52.30' LT 2 EA 1 EA 1 EA 635-2-11 646-1-11 665-1-11 POD` POLE r 'AUNT ® 2 LF IGNAL) lb -PED SIGMA MEDIAN -PED POLE -PED SIGNAL 49,011 THUM PEDESTAL 37+56.28 1.22' RT \ 6-LF630-2-12 635-2-11 EA . 646-1-11 1 EA' 665-1-11 4641 II IIA PEDESTAL 2EA 1 EA 1 EA 635-2-11 646-1-11 665-1-11 630-2-12 1 RUN @ 71 LF 660-4-12 - 1` R(W LINE 1 EA 665-1 EXIST. I=1AST JRM (TO REMAIN) 1 EA 1 EA — EXIST. CCTV CAMERA (TO REMAIN) ON MAST ARM ALUMINUM PEDESTAL STA. 35+83.37, 55.58' RT 635-2-11 1 EA 646-1-11 1 EA 635 2-11 660-4-12 1 RUN @ 124 LF (1 SIGNAL) 630-2-12 1 665-1-11 1 EA Pi PEDESTAL 55, 8.72' RT R/VV LIJIE PED SIGNAL- PED DET EA 1 EA F EA 646-1-11 W LINE -PED DET -PED POL -PED SIGMA SE CORNER PED - 51GNAL F PED PO E NE CORNER ''LE FPI_ SERVICE POINT OE J'^ 238 LF -PED DET PED SIGNAL 5E CORNER 635-2-30 1 EA 639-2-1 238 LF NOTE: EXIST. (13) PED POLE, PED SIGNAL, AND DETECTOR P2, P4, & P6 (TO BE REMOVED) CORAL WAY & SW 12 AVE/SW 3 AVE INTERSECTION ID N0. 2262 REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION JORGE A. LOPEZ, P.E. LICENSE NUINBER 73797 EXP U.S. SERVICE INC. 201 ALHAMBRA CIR. - SUITE 800 CORAL GABLES, FLORIDA - 33134 8'T.AT6 OF FAO2101 EERY 127'. R?a'T OF TRA.N.5 PORTS T60N ROAD NO. COUNTY FINA1v611AL PROJECT ID SR 972 MIAMI-DADE 445998-1-52-01 OFF -SYSTEM AGREEMENT EXHIBIT SHEET NO. T-4 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. LEGEND. 5 0' LEGEND. RON LINE- II sc 0' 4/I,V LINE SUK. CDUST25.0' 25.0.,16322' +51.9, 16822' LTiEGIIV LT. INSTALL DETECTABLE VVARNLIG M'' `.O' 25.0'ATCH TO EXIST25" F IwlLLING AIVD RESURFACING CORE BORING LIMIT OF IIIIEI-T10 -� 77 AND RESURFACING 87.06 EGIN C&G TYPE F FROM EXIST. CURB TYPE D MATCH EXIST. EL. 5 -.-.-.-.Y SOD VERIFIED VERTICALLY U = STA. 39+79.43 4 SR972) = PI-4 '\ 1�1ATCH TO EXIST. STA. 30+0000 (5 SW 32 " �� cc HORIZONTALLY UTILITY 0 m 0 �p �RDI '0+99.39 �mI ^ - s +80-94 73 bs' LT +3675, 80 -9' LT rr��77 PARKING LANE & TURNOUT 7///KA RECONSTRUCTION SEE SPECIAL DETAIL z I- STA. 40+8638 (5 SR972) = END C&G TYRE F PI- STA. 30+00 DO (t� SIN 32 RD) TO EXIST. CURB TYPE D FA 0 +89.67 71.14' LT. � w MATCH EXIST EL. �' _ '^ M m Y X 4, CROWN CASTLE BFOC (TO BE ADJUSTED BY CROWN CASTLE - SEE UV/S) TH-SG58 TH-SG59 CROWN CASTLE HANOHOLE y (TO BE ADJUSTED BY CP,OVI//J CASTLE -SEE MS) WIDENING WV IIID WASD WATER VALVE w ® N STA 43+bb 79 ($ SR972) _ +52. 29, 84.74 LT. Pf 6 STA. 30+00.00 (t SW 31 RD) ��- (TO BE ADJUSTED 6! MDINASD - SEE MS) 4" THIGK CONCRETE SIDEWALK w M m m f^ P +79.77, 54.50' LT. R/W LINE LIMIT OF MILLING THE CHILDREN'S END SV/K. CONST. ,. �� ® EXIST. DRAINAGE 6" THICK CONCRETE SIDEIKALK MANHOLE ITD BE 4'- '; --� '�" ' ` �/1 k .AND RESURFACING 14ATCh TO EXIST. +41.52 MATCH TO EXIST. TRUST v ADJUSTED) R/W LINE-, C / 30+69.56 +47.46,H-32 LT. _ +0b. 69, 90.95' LT. JAGKSON MEMORIAL EIVIGRIAL TH 32 • 1.25" MILLING AND RESURFACING MDI//ASD SAN. SEINER ® �'~ +07.37, 82.71' LT. AT&T 4" BT /TO BE ADJUSTED BY-' MANHOLE (TO BE ADJUSTED BY MDWASD ca, BEGIN CURB TYPED HOSPITAL-W JC AT&T -SEE UW �) AAh a�� +XV VX 5 OF PEDESTRIAN CURB RAMP - SEE MS) e M IT ' ® BEGIN SINK. CONST. TH SG57 . PROGRAM , ` MATCH TO EXIST4� u� f -MDVVASD FIRE HYDRANT (TO BE RELOCATED BY MDVUASD) END SVI K. CONST. END C&G TYPE F BEGIN SVV K. CONST. UNITED WAY END > - GRGVVN CASTLE BFOC TO BE PROTECTED IN 8 /+01.66 ( PLACE BY LYRDV/N CASTLE - SEE UVVS) I - I'AATCh' TO EXIST. MATCh' TO EXIST. - I� I" ,� QINN CASTLE 5ANDHOLE (TO BE VERIZON HAIJDHOLE (TO BE Ly w•{ •� - l� I=IATCH TO EXIST. +13.01 END C&G TYPE F _ _ _ WITH !APED END +ss 91 +3� 24 MIAI('II BEGIN SV/K. COAST. yn ELDE4jED 8I CROWN CASTLE -SEE MS) ADJUSTED BY VERIZOIV SEE MS) N 0A1,TCH TO EXIST. - .259' LT +30 y � 63.50 T W LE - SE*OW S* CR R/kN LINE � A. 38+80.00 � I EI1FEn � SWK DNSTf`_'8 � G 0. • � - 'L A 8 aiFF - S1E t� €Z )- -111 zz//p p� " ,, r.0 0,E xrs �Cf1&D) �i �I yScZCVERIZ.Q(tl $ ° 07-677-+? BFOC �W17 - -,`� �G SAIN j, � 4, G I4 ��j &FOC D �tl ®u. ( % - - - � 1.� a ,. • (D)" - -�- O•sa_ya c8h - • ALt� ."' >�'!�ceG9• �s �� JO u F' I �= CR E R/W LIIJE ti 4ho CD END SINK . CONST. "il • END SIV K. CON ST. ii'. EkfST. INOVVASD FIkE 3'p 2S +S6.O4 '' CR E ''� ICIATCH TO EXIST. �• ft/IV LINE BEGIN SV/K. COh!¢T. IYATCH TO EXIST. ICIATCH TO EXIST. END CTY PE D HYDRANT (TD REICIF IN) 1;11 46.4J �T +76.77 oVVV9 +25.6t 24' LT. EIJD SWK. CON ` -T � +1 3.00 D} * 44.00' L" 'nIN A9453 W m CO + o o +7590 WmyN CURB TOPE Ow r - - - -_ - - _ ++33 +29,44 3.7b V B +N(U} ✓•V(o} 4b3 141,5, TO £XAV3(ID.} -Vl(D} J 2AT(3, _G 7VlH�'p li NA27 1p MATCH TO EXIST. OHC-2 �,�i 6, 51.95 tt. IwATCF,N' a EX [ST. +27.84, 61.70' LT. BEGIN SIIV K. CONST. +27. b w F-k-E 34 5.-2 LT. , w w w w� -� Iut Ai.Njim C} +34.6% +889 14PTCH TD EXIST. END C&G TVPE F 614' T +J 36, rd �4 LT 1-4 +60.11 ® t.ls' LT � - CR A +10.15 �� Iwgn h' Exrsr. +7360, s 8" Lr. �" w w w w F' w •. wow 19 ,,,,,,-7-��I�I�� .. . ���Oj� ������� , �.. ,. .. ..: Lu �� 0 94 0 .�Ii��j�EI������` j� 0 40 = f l , � r w - - - ®'� ��a�����s��4� W FP-�,. y V & UR TEP ST ,-�. y9i . 82488 9Sb ART.8E 0056 BE iE`'N'Yul'ED. �W b42 N� SU'RV EY P ���� , .. �,` ;,# �� Lu )�CI 0 IIIIIlk VWVW© .. .. I `• f�pi I- J J W W 1..� +42.92, 45A.III T. CR A TH-5G21 TH SC 55 +27 '0 I `0 "0 DIN SR 972 / CORAL WAY / SW 3 AVE Z END CURB TYPE o ® Ii IATCH EXIST. E�D CURB TYPE D 44+ RT. rH 31 +4191 47 D4.RT. +61. 11 IAATCH 8715T +41 6/, 55./5' RT. o rH 61 + cr '5 } +75./4, 54.88' RT. MATCH c C +44 ti2 .� +q 72 55 s2 RT. CONST. 54 LF X 46.97' RT.e+ 37 + b 61, 55. 14' RT. oF 24-IN +2730 ?''' 8 e ® +So.54 +36 5 76 I- 86' RT. 50.+2 4T ` 46 77el ENl �Sti CONST g6435 99RT +07.Js +5 +38.83 w `� 5 5- - 51 o T +520 +5201 +2 854b. 45.733RT. ®TN` MATCH•a EXIST. Oer 0 45 RT 55 08' .RT1111111§,L^ _ 52 ss FT „ + RT.�p +Si 67'i ® E .y/�91 tlir'. g a 9 ('S Cft at - BT(o,l NA Q(. Jzseo +4.I DO; sI, U -,�10�sAN d5 +360 ) Si� -� �, 1. ©( l 2.50 55,0 RT + Appr \ '\ L ,� F- Rkvl LINE _ ,- ��; ATE&nureE7 �' #V frD- -O. BY ATd DYED -T SEE UWS) �gtlry TH SG23 "`VI / AT&T (PLACED OUT OF � SERVICE) 2-4 PVC (TO BE ftEIwOVED 18Y AT&T5/-SEE U4V 5) ® ® -... I Ck E V 1n �R/WtE Lrh, ss os Rr. ' sYF R/W LI �j/ ®5 H .-6.0�-( ���� N c�dG TYPE T _ WITH FLARED EIJD DIN ® , -- R _ _ _ - �L S +71. (� 117P22�OE4b.22 EP,T. AT&T PLACED OUT OF SEPV CCE)BT TO �(TO COFS 4 /0 L ® E'E2A ADJUSTED 9'1 RTO 'III I BY AT&T -SEE JWSj 46.9 BE REMOVED BY AT&T SEE DINS) PIP BEGIN SINK. CONST. II / l '* END CS TYPE F IwATCH TO EXIST. ® END C&G TYPE F TO EXIST CURB TYPE D +21.02 END C&b TYPE F IVIAIDPRO MATCH EXIST. EL. WITH HARED ENO I/ Q� EXIST. INLE71 J - - N WITH ITC FLARED END MATCH EXIST. EL. END SINK- CONf-T.'- - +52.13, 35.67' RT. MATCH TO EXIST. 1 (TO BE I ADJUSTED) ) ADJUSTED) y y � /v �/ � \ I +24 59, EXIST. EL. +15.12, 46.07' P,T. +4325 +24.52.10' ,RT LEGEND BEGIN SWK. CON Sr. I ,I • L +82.04 TH-SG22- I IwATCH TO EXIST. AT&T BT (TO BE 79.92' ftT. R/Vl LINE } ------L \ �� 0 PROTECTED IN PLACE +27.59 +22.66, 67.14' �RT. MDWASD 6" V/ATER (TO BE- LJ G Q 8Y AT&T - SEE UWS) 45.00' RT. BEGIN SWK. CONST RELOCATED BY Iw DVIASD - END SIAVE COIN," SEE MS) MATCH TO EXIST. LIMIT OF MILLING `G FE ° BEGIN SINK. COINST. 4700' MATCH TO EXIST. END C&G TYPE F TO EXIST. © 47.00' RT. + 5, 77.29' �4T. +88.17, 76.D2' RT. MATCH TO EXIST. AND .RESURFACING "- MATCH TO EXIST. ' N M +26.23 +2623 END SINK. CONST. WATCH EXIST. EL. +37.58 +79.13 +79.70 +54.34 �7 R/VV LINE LIMIT OF (MILLING AND RESURFACING MATCH TG EXIST. 28+91.05 - ,. +06. 99 © 078 WATCH TO EXIST. 82.87 RT. 49.bD RT. 7j47 RT.7035 RT. 0 +14.23, 54.91' RT. +5634 ®' BEGIN C&G TYPE F BEGIN C&G TYPE F +15.11 +81.67 73.79' RT. "16 V1.ITH FLARED END 1045 �' LEGEND TO EXIST. CURB TYPED CK 4407 RT. © RT. ® EL PIATCH EXIST. EL MATCH EXIST. EL DI'4 9' RT. EL ]035 50.0' +0G 96, 39.26' �RT. 0 +34.97, 50. 41' RT. BEGIN C&G TYPE F 0 +60.92, 50.35' RT. 25.0' ZS+60.18 SIDEWALK +10.49, 124.40' RT. MATCH TO EXIST. 25.0' 0' MILLING & RESURFACING .O' +649.71 I'4ATCH EXIST. EL L. 10.40 +70.6U +10.49, 128.46' RT. 63.97' RT. 0 +81.10, 73.33' ftT. 0 +40.92, 50.27' RT. 0 70.98' LT. 5 1,3 o R/N LINE RAN LINE- �- PEI/'SIGNS ENGINEER OF RECORD 3'T.#T5 OF Fl t7R7C',9 0B+"-12Ti5E.4'F OFF TR:111S'5UPTl T504' OFF -SYSTEM AGREEMENT E X H 1 B 1 T S SHEET NO. DATE DESCRIPTION DATE DESCRIPTION HANG C. RIBBECK, P.E. LICENSE NUMBER 70964 RIBBECK ENGINEE,RIIIIG, INC. 14335 SE/ 12'0I STREET, SSUITE 205 ROAD NO. COUNTY FINANCIAL PROTECT ID 22 SR 972 MIAMI-DADE 445993-]-52-0] THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. reo '2 RD NORTH 1p SV 31 RD_ Iq i I 1 rz M � LINE +52 4 4/W LINE I 1 R/VV IN i n \ 9' LT Asp8' 0 69'LT 44 IO LT. WHITE 2'-4' SKIP (TYP.) +72 65 06' LT /7 E LINE #', = 1/W n�0 u gg6" mo] 01S,i *i �/ gyp STA. 38+80.00 --- BTD a7777*74O��(D)��'+54 i 11111 P -(Tk Y" .. l'(:\ eml R/W LINE, 's omu®��, +29 +53 +40 .~ 7+I W a +67 r- - -2T' IVHTTE- _ _ _ , 24" WHITE ( ) PREFORM O p PO +01. �' B" WHITE +83 +2� �y ® ,, b" WHITE +43 /� 24 479]' _ 24" WHITE +53.64 +75 +� +35 _ WF E (TYP.) 129.27' LT +66.94 +88 +33.77 � 20.78' LT, +34 PREFORIN (TYP.) ■• 99• E� 18" VELLUM ICI 20' C +44 Y BLUE 65.53' LT RD RPM �/ _� RLUL (TYP-) +98 +44 18" WHITE +84.1f0 A <� +5395 9.8 ]' -. PREF RII'/ yl PREF —�— �s�'m�� (TYP.) 9.70 LT `i +28 ��,_��������1&�—�� 56 ® a I- V7 w 40 - �._��_��e��` I _ f"1iii 1 J �_ 4l� +37 �' +00 44JJ .�J \— 6' YELLOIS IN/ +14.55 1 ! 8 SURVEY �y' L TOM . +015 8'YELLOV/ w -� B" YELLOW R 7 try—��� �' /�� 2037' LT B.' YELLOW 20' C.C. (TYP). b • µ �i23_ 2 6p� ® +91 _/ +98 M 2 2 PLC L' I- 6' WHITE 4' SKIP (TYP.) +06 +31 A� +21 +55 s° WHITE SR 972 / CORAL WAY / SW 3 AVE s +21.48 +63.2: +30.58 +U +4522. = �'I _ +99 s ." �3332' RT 78.50' RT 8WHITE IN/ W/R kPIN'S @ '0' C C 38.99' RT +66 1 / +97 29. 00' RT �� / R/VV LINE 12" WHITE (TYP./ 6 WHITE 10,30 '. MI +38. I M'S +43 +Bg 8" IIVHITE +38 +24 a 40 C.0 Wallin �� �� � �' ,�il_ll, �, R/ LINE I, R/W LINE.. ,w� art 71.0' RT ilawf J I=trifr ..� , P 4: , 41/ +70,, I1 +57.331 G' H TE +03.88 96.7� RT $' N7`RT-. R/W LINE r J .6. Y68.U4 RT 11,9 i � „I _ � % ® \ 11 / +00?6 0 DELINEATOR 4 YELLOW REF. PAINT 6" YELLOIIV 5NE POST (YELLOW) W/ ND/(TYP )1'S (c,D 2'-4' SKI, 6" VELLO PO 127A�' RT SW 31 RD II 8 j15' RTI 4 EA10705 71 11 6" WHI E II +91_ALZ ®6' DEL YELLOW Vl/ Y/Y 99140' Rd RPM'S 07 40' C.C. (TYP.) 0,1 1E WHITE 07 (TYP.) -19 D'TI 6" WHITE R/V/ LINE LEGEND STRIPING PPVls1ONS ENGINEER OF RECORD 3' TTE OF F7UNPC74 OR:",11I7•'ryTE.ST OF TR,EA,PEUNTIT7UV OFF -SYSTEM AGREEMENT E X H 1 B 1 T S SHEET NO. DATE DESCRIPTION DATE DESCRIPTION HANS C. RIBBECK, P.E. LICENSE NUMBER 70964 RIBBECK ENGINEERING, INC. /4335 SW w 12OI STREET, 3SUITE 205 ROAD NO. COUNTY FINANCrAL PROJECT rD 5-8 SR 972 INIAMI-DARE 445888-1-52-01 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. O RRFB W11-2 30" X3O" N16-7P 24"X 12' R10-25 9"x 12" RECTANGULAR RAPID FLASHING BEACON SIGN AND FLASHER TO BE PLACED BACK TO BACK BEHIND (MIRROR IMAGE) (INCLUDES PEDESTRIAN SIGNAL 51GN0 654-2-12 1 AS CD RRFB 4V11-2 30" X30" W16-7P 24"X 12" R10-25 x12 101 1 BUTTON TO TURN GN ORVING LIGHT, SIGN AND FLASHER TO BE PLACED BACK TO BACK BEHIND (MIRROR IMAGE) (INCLUDES PEDESTRIAN SIGNAL SIGN) CONTROLLER OPERATION 1 MAJOR STREET. SR 972 / CORAL WAY MINOR STREET: SW 32 RD 2 PEDESTRIAN FLASHERS UPON ACTUATION ONLY. LEGEND CONDUIT, SERVICE POINT, PULL BOX I 654-2-12 I 2 AS MOTE TOTAL WATTAGE FOR INTERSECTION = '0 RRFB V11-2 30" 0 30" V/i6-7P 24"X 12" R10-25 9"x 12" '1101— PUSH BUTTON TO TURK ON WARNING LIGHTS SIGN DETAILS C1) • :y I FOR BSIEOoL ' `) =BT( k *BT(DA- � - _ - - � ,N) V----J � ri a7 Hi v ''ARFB(i3 JESTAL (A) ___ 4-117.39, 59.89' LT D%635-2,IT- 0 10 4 Feet _ EXIST. SRVC. DISC. POLE (TO BE REMOVED) R/W LINE I.Toal 1 1 Hens` 1 SURVEY 5R 972 INR� 1 F5 RIV(D} V 3'V(D}-------2-E6V( SR 972/sw 3 AVE 1 EA SIGN AND FLASHER TO BE PLACED BALK TO BACK BEHIND (MIRROR IMAGE) (INCLUDES PESDOSIGNRIAN IGN I G54-2-12 I 1 AS REI'IOVAL ITEMS 641-2-60 654-2-60 1 EA 4 AS CONTROLLER TIMING REFERENCE TABLE FLASHING TIME 15 5ECUND5 VOLUME SETTING'S MIC. SENS.= 5 MAN.= 5 RIIN.= 5 CROSSING LENGTH 35 FT (E61 2 FT (UN) PROP. SRVC DISC= —STA. 41 +14.59, 72.19' LT 10 LF 3 EA 1 AS 10 LF 1 EA 630-2-12 635-2-11 639-1 122 639-2-1 641-2-12 R/W LINEJ N Fl B 665-1-12 -V —PROPOSED FPL SERVICE POIN 226 LF 1 EA 226 LF 630-2-12 635-2-30 639-2-1 \_R/uu LINE R/kV LINE PROP. SR) C. DISC. LINE RRFB— SIGNAL —PED POLE —RRFB SIGNAL PED DET. MID BLOCK IST. RRFB TO BE REINOVED) wm1_— _ RRFB PEDESTAL (A/ ST)). 41+13.46, 0.29' LT 72 LF 1 EA p 6LF (\ 1 EA RRFB PEDESTAL (B) STA. 40+8279, 913' RT 630-2-72 635-2-11 639-2-1 665-1-12 82 LF 630-2-12-- 1 EA 82 LF EA 6 5-2-1 665-1-12 5(00 — E10950 RRFB ( O'BE 90900ED), 'C O RRFB PED LLTAL (AI' )SHALLOW FOUNDATION) (SEE SPI 700-120. SHEET 3 OF 15) STA. 40+81.87, 52.25' RT 1 EA 1 EA 635-2-11 665-1-12 PED DET MEDIAN RRFB— SIGNAL PED POLE — CORAL WAY SWB AT SW 3190 BLK INTERSECTION ID NO. 7571 stS CORAL WAY NEB AT SW 3195 BLK INTERSECTION ID NO. 7572 REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION JORGE A. LOPEZ, P.E. LICENSE NUI=AHEM 73797 EXP U.S. SERVICE INC. 201 ALHAMBRA C1R. - SUITE 800 CORAL GABLES, FL0RIDA - 33134 STATE OF Fr URE A TI ESPAl2TAAE TOF TRAASYO5TAT5ON ROAD NO. COUNTY FINAN C1AL PROJECT ID SR 972 MIAMI-DARE 445998-1-52-01 OFF -SYSTEM AGREEMENT EXHIBIT SHEET NO. T-5 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. LEGEND. y; II 7C LEGEND: +98.33, 183.81' LT. i R/W LINE 70.0' 35. 0' ' R/W LINE SIN P7DVIASD SAN. SEWER INANHOLE (TO BE 35.0' 3.5.0' 2.5" MILLING AND RESURFACING +98.33, 178.81' LT. _ / �5. 0' - 1.25" MILLING AND RESURFACING 1 o p - O ADJUSTED BY INDVVASD - SEE DINS) O EDIT OF I'NILLING // AND RESURFACING WATER VALVE 5 BE BEGIN C&G TYPE F NV WATCH TO EXfST. ADJUSTED BY MDWASD UW S) ADJUSTED YE - C 4 E O - -SEE FROM EXIST_ CURB TYPED 30+74.93 MATCH EXIST. EL. EXIST. DRAINAGE I44NH5LE p r7�PARKING LANE & TURNOUT R/W LINE- /// /� 4EONS9RUCTIONI CC O rrl +44. 58 DIN (TO BE ADJUSTED) END C&G TYPE F To Exrsr_ cu RB ry PE o ® STA. 47+25. 74 (g .SR972) _ Pr- MATCH Exrsr. EL E al �z 5 N °� �n LIMIT OF MILLING ���� WIDENING AND RESURFACING VJ m� _ BEGIN SV/K. CGNST. STA. 30+00. 00 4 SW 30 RD) +57 00 WATCH TO EXIST. _, 56.22 6 _ Vl , r>y MATCH TO EXIST. 4" THICK CONCRETE SIDES ALK 30+7313 - +97.37 91.28 LT. v {j w "_ +63,72 STA. 50+75.79 (y; 3k972) = 75.64 LT.�r END C&G TYPE F STA. 30+00.00 (la SW 29 RD) ® END SINK L NST. _ VV ITH FLARED ENO MATCH TO E41.19 I �y b" THICK CONCRETE SIDEVALK EIVD&G TYPE F H TO EXIST CURB TYPE D w \ _ `�� I'NATLH EXIST. EL. 5.56, 49.22' LT. CORAL WAY TOWER +41.19 YrtB3� sr e� 3, 4634' LT. SOD MATCH EXIST. EL E L \-� MONTSERRAT +06A0 +XX.XX OF PEDESTRIAN CURB RAMP +9600, 79.94' LT. '7 M EXIST. MDINASD FIRE HYDRANT (TO REI'NAIN) CON DO1w LNfL1 IVIS +19.56 5430 LT. l t \ ,' M APARTMENTS END SVUK CON ST. C LT WATCH TO EXIST. „- _ +80.54 +I76', 54.30' LT. 45.96 LT. ;._J - +84. 85 BEGIN SIAK. CGNST. / CORE BORING 551+JS +92.03 +R5.34 +97.27, 57.39 LT. z 54.83 LT. TO EXIST � +8575 LT 55.00' +7 54.07 T l 5 +14.40 / , +BVIATCH _ -PI END T ft/VV LIYIE �. - CRrE )a - +]-7 G' 3.9f,-_+14.40 6O4T MATCH LINE STA. 50+80.00 4576 T __ j ,5 +p 26b R/W LINE EXIST. BPEEZELIIJE 3Xs '> --• 5 T. {} * /' 52.85' 46.00LTI. p.R . - �- . �fAPI LE CT`y ArIPL) Q .' R �- 1 , +97 GG `�' $FBA' > 0 AL 5 S� �'fIfr) • ;T. . 7, F ® . C-. s w .. .• W +08.50 +83. 44 +08.95 +92 37 +GG.Sb.BP" +44.551 � �! +94.85 ® +27 0l, 44_.,6' LT 1 CO UV(D} - 54.98' LT. 45.67 LT. 45 67' LT. r SIN b � - n-.IN(I� (D+ _ _ BEGIN_ I INF NSI.- _ _ IN4TC4aTv - 07' b +0 49.73 LT O UV(D} - - a;LOIN TYPE F +83.9G �r 42 +89.85 53.88 LT. +7733 46.40' LT. LT_ o +43.28 tl�'D m 3.&$' _LE. 4 r. _ _ _ _ +SO.SkYD}5 END+ -`,, 4.47,V1'Id. _ _ _ s `ID� �IVj 53.-094/rflQ} ^�� WEGGU -p t� TPPE W4 CS 43.9' LT. C FLARED +0 83 WITH FLARED ENO' '}- ,Y LAG +10.70 54.U7' LT. 45.66 LT. +43.90 WITH FLARED END 45.69' LT. +43.98 Pp +6467 46.23 LT. WATCH EXIST, EL. , yys yQy.. 47.43 LT. +36.81, 49.76Li. TH-L04 +72.32 WATCH EXIST. EL. _ TH-LO1 43. 66' LT. +86. 44, 48.73' LT. d. V V V V V V 48 49 50 . 1 aG� o4c 46................. 4 I I I4 0 5 0 +94.06 N524z"E MDINASD WA ER (TO BE RELOCATED -gyp SURVEY BY IN DIlVA50 -SEE UIVS) W 9407 49.09' RT OF n�SFOLF SR 972 / CORAL WAY / SW 3 AVE Hatch �u(Rerr e D i MATCH EXIST. 3 CONST J BEGIN ar I nR o E 0 esldgIRGE +64.13, 40254 RT. +64.98 +93.77 5-U3.1 +36.02, 49.68: RT. 48]U' RTry 5 02A 53.86' �PT--45.83 RT. PT-2 C Z C.J +88.97 +87.48, 47.71' Rr. 46. 08' RT. E SIN O' © +78.67 Y. W +71.41, 5434 P,T. • 7+2024 43. NS' RT. . 'p� +7+41, CGNST. 13 LF +69.98 +12.67 CGNST. ]' LE P., F• Q ^ L �) ® I 4 90' RT. N LR E - 1 54 0' 54 OD' RT_ OF 78' PIPE 54.93' �4T.� 5 72' ^0 45Ji' RT.041 5372' RT - � y87.47, / 0, � r C't��®��� 1 , o Ikk\ "'�I !kw aria _ _ �ki� .�- ^' \`I£,4!VE I �� yy� )" "EL ;G7Ck-E ® �® Mill , ... ® ®lam +33.85 4b R W��1 i• r �RJ-ES) l" �' �1 R/VV ® �y�i I =� /NE � 1� � �� 1- O - /11rL E1LPL _-� +34.4' 5500' --- --- . 021 ,/ TEND SWK CGNST.R +92.b7 - ® _--_ , I 549" RT +1 &.69 +40. �9 +56.97, 45.95' RT. � 7 a� cr w Ii1ATCH TO EXIST. 54 31'6RT. 54.90' RT. 54 89 RT +79.64 z la 53.72 +55.24, 54 b0 RT. O J /, I ,.1 2 +84.75 +46.64 �4T \i� \ BEGIN SINK. COXST. 4595 RT BEGIN S4iK CGNST_ +59.98 MATCS TO EXIST. MArcH TO Exrsr. �4 MARKO MAGOLNICK +736 . 45.90 R N r�ly 53.86 RT. BEGAN H T EXIIST. +12.53 65 56 I=1PTC�4 TO EXIST. 54.98 +78..,7, 53.75 4T. BEI�IN SINK. CDNSr. G� N = AT&TAT&r (PLACED OUT OF ) SERV IL EI BT ITD BE 54.89 RT. +53.70 +20.24, 4595' RT . +56.20 43.67' RT. I /u' LEGEND MATCH TO EXIST. ^ IJ 3 L REMOVED BY AT&T - SEE UV/S) +2331, 53.75' RT. / 7/ ) +7723 WATCH EXIST. EL. 10.30 I'NATLH EXIST. EL (0.35 AT&T (PLACED OUT - �- A- °. BEGIN CURB TYPE D CHERRY BLOSSOM +29.77, 53.08' RT. q H_ 0 +80.92, 50.52' RT. +85.57, 50.3D' RT OF SERVICE) Br . (TO RE REMOVED EL. 10.40 EL. 10.45 By AT&T - SEE UWS) - - 'T 4- MATCH r0 EXIST MATCH EXIST. EL. PRESCHOOL END SINK. CGNST_ +50.99 KONARE LAW WATCH TO EXIST. T p' / +40.23 62 50' RT. +40.38 ,M e 01 © +0557, 50.26' RT. 0 +25 57, 50. 2 RT. +92 88, 50.71 RT. O ¢ 9 +55.74, 8568 RT. END CURB TYPE D F- , EL.WATCH 10.50 EL. 10.55 END SK CGNST. n - \+55.64 +5529 80`65' RT +45.57, 50 23' RT. +65.57 50.'4 �RT. WATCH TO EXIST. +91.98 EL. 1085.57,.0050.46' EL 10.65 ENO 78, TYPE F 90.68' RT +57 29, 80.65' RT. 05 z �® LIMIT OF MILLING AND RESURFACING' R/W LINE WATCH TO EXIST_ z © RT.+05.57, 50.6 ]' RT +. TD EX15T. CURB TYPED LEGEND +02.77 ® 35.0' LIMIT OE MILLING 29+19.35* AND RESURFACING R/IN LINE / 35.0' RT. SIDEWALK IK. CGNST. R/IlV LINE TO EX15T. 35.0' MATCH TO EXIST. 29+23.00 70.0' 7G.0' O REVISIONS ENGINEER OF RECORD 3'T#TS OF Ff UPTON OEPARTRfiL'NT IIS' OF TRAPORTATTUIV AGREEMENT EXHIBIT X H I BIT S SNEOET SHEET DATE DESCRIPTION DATE DESCRIPTION HANS C. RIBBECK, P.E. LICENSE NUMBER 70964 RIBBECK ENGINEERING, INC. 14335 SW 120 STREET, SUITE 205 MIAMI, FL 33186 ROAD NO. COUNTY FINANCIAL PROJECT lD 23 SR 972 MIAMI"DADE 445998"1"52-01 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. EXIST. 120/240V, 1 PHASE, 3 MIRE, ELECTRICAL SERVICE TO BE REUSED BY FPL ac PROPOSED SERVICE FEEDER �t < 2#2, 1#2 (N) IN 2"C q • z o (`1 / p - O m " e, _ I Y �, I" R/W LINE R/VV LINE— —f UTERCEPT EXISTING LIGHTING CIRCUITS IN EXISTING PULL 5OX. _ REPLACE PULL BOX AND RE -CONNECT 1N E,(ISTINC CIRCUITS TO PROPOSED CIRCUITS I 0)(0)3B -- L 11 _ II ND ./ ) \ y // R/IN LI1VE / °'-' C' O , N = - U r m °'�� Q p �'" O (N M _ I 630 - 2 - 12 ] RUN �� 125 LF EXIST LOAD CENTER "Al" TO BE'�4 I110VED c�, R/VV LINE— 4#6 (41-II, Al -III. 1#6(GND) IN 2"C 4#6 (Al -IV, A]-V ]HE (GNDJ IN Z'C G ^C •�, • 1` I , 2 RUNS 065 LF PROPOSED SERVICE FEEDER w 2412 1l'2 (N) IN 2 C m l * I • 630 212 Lr- 1 RUN a. 3O LF PROPOSED LOAD CENTER IA1" yI 120/240V, 1 PHASE, 3 WIRE, SERVICE INC,FEEDER #2 700 PIMPS '40V POLE KT BREAKER /N'1 (� • \ •ry -_ 76. /19 UWE STA.-4n+5733 AG �/ • a OFF LT _ _- _--_ __ ��,7_f� ���, -5944 �� ism s - - fI) �. �. BFOC ' OC1W-- - EEO DAL — OCiD-L OlE . °, _ : •+ • r4- DI BF/0(a) BD) • BFOC(0)- s)-'-L] 13 - -TAW BF•C(DI -�®- � FOC (9) BFOClo. �..-_�,p) .• + :i - TH-L04—TH-L01 II6D1 W(D)- W(D2 V'(DI W(D2 W(D} - } } Vl(D}-`---SR 9-07!(2}/ CORAL APAY / SVV 31AVE ('iP}--- °�� I/V(0} o SR 972 / CORAL WAY / SW 3 AVE o 4$ 49" 50 co 45 46 ♦.' ,VSR 972 g.. - SR 972 / CORAL WAY / SW 3 AVE 0 � ' Milk _azc 0 I , # • II � • • � - •- per r RAS LINE ---/ c �,o ;/ _ / / -- -- R/VV LINE— "lO 0'I N o I� _:� 0 0'1 RAI LINE \� 0 - / / / W KONARE LA� RAN LINE R/VV LINE— II rn �� 0 CC N N V, �� O U O LEGEND CONDUITS, PULL BOX REvr5r0DS ENGINEER OF RECORD ,F T.#T5 OF FT t7R7D4 �U7i Y.l2TRfiR.'aT OF TRAIIS'YU 2TATdP/IV OFF —SYSTEM AGREEMENT EXHIBIT S SHEETNO DATE DESCRIPTION DATE DESCRIPTION CH RISTOPH ER W. TILLIT, P.E. LICENSE NUI416ER 73059 2555 ERE LIGHTING 6TRAFFE 1NG DOSS NW 1010 3 ENUE. 50145 214 ODRAL, FLORIDA 33172 SR 972 MfAMf-DADE 445993-]-52-0] L-10 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. EXISTING SIGNAL HEAD DETAILS Lxal LJ L`J Ir�JI 3-SECT-, 1-1603 8 EXISTING (TO REMAIN) 1115I ALL HLI HIS II 0ACK PLAT ES 650-2-100 R FA PEDESTRIAN HEAD DETAILS P2 I'9 E H PED. S1SNAL COUNT-DCHIN 1-SECT., 1-WAY 4 AS SIGNAL OPERATING PLAN P2-- — P2 G 2 Pb P6 P8 P4 4 81 P4 PHASE 1 PHASE 2 TF1 I TF2 I--J NOTE ©7��® Q+® TOTAL VIATTAGE FOR ©'l.J ©.0 INTERSECTION - 280 CONTROLLER OPERATION 1 'VALOR STREET. SR 972 / CORAL WAY MINOR STREET: SIN 26 RD 2 PHASE 1 RECALL AND PHASE 2 ACTUATED LEGEND CONDUITS, SERVICE POINT, PULL BOXES, LOOPS, SERVICE DISCONNECT, CONTROLLER CABINET I'1 I'J E PLO. 5IGN,L CORNY-D00N ]-SECT.- 2-0031 2 /S o223-1-12 R10-3I R10-31 9" X 15" 9" X 15" / EA / EA SIGN DETAILS UTAId0L0 REYES WAY 11 EGR,LVVAY III SV/ 3 AV EXIST. TO REMAIN PIONEERS RD SW 26 RD II EXIST. TO REMAIN A ■ R10-3E R10-3E 9" X /5' 3 EA 1 EA �• R10-3I R10-3I 9" X 15" 9' X 15" 1 EA 1 EA DETECTORS FOR LOOPS MOV.'T N0. N0. OF LOOPS NO. OF DET.. EXIST CONTROLLER CABINET (TO BE REMOVED) ALU(11N011 PEDESTAL STA. 61+17.53, 58.84' LT REI'AOVAL ITEMS 639-3-60 653-1-60 665-1-60 670-5-600 16 LF 2 EA 1 EA 2 EA 1 EA 8 AS 4 EA 1 AS 630-2-12 635-2-11 646-1-11 665-1-11 PROP CONTROLLER CABINET STA. 61+17.426 88.78' LT 632-7-1 I 1 PI 635-2-11 17 EA I 635-2-12 11 EA I 660-1-109 I 1 EA I 660-2-106 I 1 AS I 670-5-140 I ] AS (61660-A) PED POLE PED SIGNAL SLY CORNER CONTROLLER TIMING REFERENCE TABLE VEHICLE MOVEMENT APPROACH DIRECTION NBL OBT EBL NBT SEL EBT ISEL SBT APPROACH POSTED SPEED (MPH) 30 40 40 30 30 40 40 30 RED CLEARANCE DISTANCE (FEET) 120 xo 115 135 120 x6 124 125 ELLOR CHANGE INTERVAL (SEC.) 4 0 4.0 4.0 4.0 4.0 4 0 4 0 RED CLEARANCE INTERVAL 3.0 2.0 3.0 3.0 2.0 3.0 3.0 3.0 PEDESTRIAN MOVEMENT 2 PED. CROSSING DISTANCE (FT) 60 97 67 106 eo9SrRIAN LALD INTERVAL (SEC.) PEDESTRIAN CHANGE INTERVAL (SEC.) 28 30 1684-90-102 I TkE-E, Ls —R/VV LINE -VI(DL TRAFFIC SIGNAL EONC. STIt4ILI POLN TO REIAIN) t9�V IS8T. PED. SIGNAL P2 (TO B ANDEIVOV DETECTOR pro BE REr4 VED)- TRAFFIC SIGNAL CMNC. STRAIN POLE ITO REMAIN) EXIST. PED. SIGNAL P6 6 PS AND PED DETECTOR • (TO 3E REMOVED) RAC LINE ALUMINUM PEDESTAL STA. 61 +08.70, 57.79' RT -PED SIGNAL 20 LF 1 EA 1 EA 1 EA -PED POLE P6 -PED DET SW CORNER R/54V LIFE EXIST. LLSRVC I DISCO 0 BEI RE11(0V D) J - - /(94(DS PROP.SRVC. DISC. ST, 88.70 LT 14 LF EA 62+17.42, 639-1-122 639-2-1 PR�0SED FPL SERVICE POINT b',39 -12 8 LF 5 RUN ©91 I(F• (3 SIGNAL (2 LOOP) 81 C 30 630-2-12 635-2-11 646-1-11 665-1-11 ALLPOINLOLI PEDESTAL STA. 61+18. 16, 66. 38' RT 1 EA 1 EA 1 EA 635-2-11 646-1-I1 665-1-11 I 630-2-12 I 1 RUN @ 72 LF (1 SIGNAL) 8LLV11NF SW 1 EA 641-2-12 I 639-2-1 1 AS 14 LE 1 EA 6 LF 074U ALOr41NU14 PEDESTAL STA. 61+87.59, 58.49' LT,/ 1 EA 1 EA EA 635-2-11 646-1-11 665-1-11 PED SIGNAL FED DET ,.TRAFFIC SIGNAL CONC. • STRAIN POLE (TO REMAIN) EXIST. PED. SIGNAL P2 & P4 AND PED DETECTOR (TO�-SE,REI'AO VEq) - SS�XI 630-2-12 I. • 2 RUN 110 LF -� SURVEY SR 972— (I SIGNAL) .• (1 LOOP) SR 972/SW 3 AVE TRAFFIC SIGNAL COLIC. STRAIN POLE (TO REI4AIN) E,(1ST. PED. SIGNAL P4 & P6 AND PED DETECTOR rn vF PFIMnvFD) 631 RV L E_ �_- AEU IOM PEDESTAL STA. .1+98.78, 56.95' RT 10 LF 1 EA 1 EA 1 EA 630-2-12 635-2-11 646-1-11 665-1-11 -EXIST TRAFFIC SIGNAL COLIC. STAIN POLE (TO REMAIN) ALUM NUM PEDESTAL STA. 61+38.94, 65.23 RT 30 LF 2 EA RON LINE 1 EA 1 AS 1 EA Pn PED - OLE I I111 PED- DET SE CORNER 630-2-12 635-2-11 646-1-11 660-2-106 665-1-11 PED JET PED POLE PED SIGNAL SE CORNER CORAL WAY AND SW 26 RD INTERSECTION ID N0. 3213 REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION JORGE A. LOPEZ, P.E. LICENSE 10I=1BER 73797 ESP U.S. SERVICE INC 201 ALHAMBRA CIR. - SUITE 800 CORAL GABLES, FLORIDA - 33134 U.1PA2 „s TAT2 OF FPO27ZA 91 'T OF TRA II S'PU 9TATT0N ROAD NO. COUNTY FINANCIAL PROJECT ID SR 972 MIAMI-DADE 445998-1-52-01 OFF —SYSTEM AGREEMENT EXHIBIT SHEET NO. T-7 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UN �o 10 40 SPEED LIMIT X X R2-1 (30" x 3G"1 SIGNCONTROLLERR I - CABINET TO 8E MOUNTED ON PEDESTAL YOUR0 SPEED ELECTROSIi .SPEED FEEDBACK 5I3II (30"7425 'J, 630-2-12 2 LF (FPL) Feet cc Il 635-2-11 3 EA LSD 639-1-122 1 EA N 639-2-1FPL 2 LF VL. P. INTI SRVC. POINT ® HEIGHT (HIGSEE INDEX FOR IIIIIAERILAL HWAY COI HIt 8E FONT I Il V) 641-2-12 1 EA I 1 EA 635-2-30 In PROP. SRVC. DISCONNECT = 1 III STA. 58+78. 41, 58.96' LT. Li;OLE Ly APISR, NAL .5" ALL'I'AINUIN (SC. BO) TRANSFORMER BASE —RUN LINE Wain ROW LINE —.. II 0' x1'3^^ -0 I ~ Y! W 700-3-1 O1 1 EA 282 LF (FPL) 630-2-12 d .v� O a 700-141 - 131 1 EA 2 EA 635-2-11 �M Yrn 282 LF 639-2-] /�� Ion FDC(D)- ----; FOC i�FOC(D) Lel BFOC(D)------- ---BFOC(D a, _ m , .-: "Li .Z.���- s''- - _". :�toc )atieiazl 66� _ .�'-- , _ � c .• iy f iV(D``---'-`; W(D} s--- AN(DO - ---VV(nL IN,— IlV(D} — 5R 972 CORAL WAY SW 3 AVE / / ii III R i i i� i i i �I I I: I- FOUNDATION DETAIL REFER -1 SPI 700-ZU —TO PULL BOX I ' .a.e o i � i i i- i - 59 60 61II I I - M.D.o SUIE SURVEY - — - .. W' SPEED FEEDBACK SIGN = = )2 p .' .. p ...' �.o. STA. 5O+70.33, 52.38LT. fFRONT VIEW) !SIDE VIEW) 630-2-12 15 LF FPL) - — ■ 635-2-77 I EA N.T.S. N.T.S. _ 639-2-/ 15 LF - - 400. , sr..., 4-7_, R/V/ LONE �111 3_U 5•_p 1 ,/ IIIII Y IL1 III ROW LINE— R/W LINE CONTROLLER OPERATIONS c 14 Ilk ttt---ttt Ex P. Ir ITYPILIIL) DIRECTION OF C - MAJOR STREET. CORAL WAY SPEED FEEDBACK SIGN INITIAL SETTINGS hJ C = m TRAFFIC - — SI3V Fi4IP1,1,1i'.IJ FLOW CC N -POSTED SPEED LIMIT: 35 IIIPH - MINIMUM DISPLAY SPEED' 30 MPH - VIOLATION ALERT FLASHING: 36 MPH - SLOWDOWN MESSAGE ALERT' 40 MPH - HIGH SPEED COT -OFF: 50 MPH SR 972 / CORAL WAY / SW 3 AVE AT SW ASSET 2650 BLK N0.8335 QC N LEGEND CONDUIT, PULL BOX, SERVICE SIDE POINT CONCRETE SLAB PLAN REVISIONS ENGINEER OF RECORD 3'T#TS OF Ff ORTC�.9 E �U+E.P1.3? VT OF TRAIISPU2TA TTP/IV OFF -SYSTEM AGREEMENT EXHIBIT S SHEETNO DATE DESCRIPTION DATE DESCRIPTION HANS CRIBBECK, P.E. . LICENSE NUMBER 70964 RSW 1 ENT VEERING, INC. 14335 SW 120 STREET, SUITE 205 INIAI'A I, FL 33736 ROAD ND. COUNTY FINANCIAL PROTECT ID T-IS SR 972 MIAMI-DADE 445993-1-52-01 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. NOTE TOTAL WATTAGE FOR INTERSECTION - 320 EXISTING SIGNAL HEAD DETAILS L`: LJ) LRJ EOM 3-SECT., 1-TAY 0 EXISTING ITO REIAAIN) INSTAII RETROFIT 6ACKPLATES 650-2-109 8 EA SIGNAL OPERATING PLAN 2 2 P6 -- --- P6 P5 P8 I4 6f P4 P4 PHASE 1 PHASE 2 TF1 I TF2 I--•-i o+e ©+® 8,8 CONTROLLER OPERATION 1. IJAJOR STREET SR 972 / CORAL WAY I4INO,R STREET. 5W 25 RD 2. PHASE 1 RECALL AND PHASE 2 ACTUATED 1 EA 1 E.4 1 EA 1 EA 1 EA 1 EA 635-2-11 646-1-11 665-1-11 635-2-11 646-1-11 665-1-11 PEDESTRIAN HEAD DETAILS Pz Pa ® Fe rAT PED. SIGNAL COUNT -DOWN 1-SECT.- I-111FY 12 AS GE3-1-11 R10-3E 3"Y 15' 6 EA 1 EA 1 EA 1 EA El- R10-3E 9' X 15" 6 EA -PED DET PED PULE PED SIGMA MEDIAN 3 635-2-11 646-1-11 665-1-11 PED PULE PED IGNAL 1 EA 1 EA 1 EA MEDIAN 4 SIGN DETAILS CORAL WAY 111 SW 3 AV II EXIST. I/SNS (TO REMAIN! SW 25 RD EXIST. I/SNS (TO REMAIN) ALUMINUM PEDESTAL STA. 64+88.32, 62.38LT 71 LF 1 EA 1 EA 1 EA 630-2-12 635-2-11 646-1-11 665-1-11 EXIST INAST ARM TOREMAIN) PED. DETECTOR (TO BE REMOVED) VIDEO DETECTOR CONNECTION CHART VIDEO CONNECTED TO DETECTION DETECTOR MOVEMENTS If ZONE 3 V&A -PED DE 635-2-11 646-1-11 665-1-11 5197 ALUIIINUILI PEDESTAL STA. 64+79.12, 54.52' LT 1 EA 1 EA 1 EA FF NVV CORNER 635-2-11 646-I-11 665-I-11 R/W LINE QED SIGNAL QED DET PED POLE PED SIGNAL/ CORNER CONTROLLER TIMING REFERENCE TABLE VEHfCLE MOVEMENT LEGEND CONDUITS, PULL BOXES, SERVICE DISCONNECT, CONTROLLER CABINET APPROACH DIRECTION NEL weT ESL NET SBL EST mn SST BF • (DJ_ BF ) -PED SIGNAL -PED POLE PED POLE -PED DET NVV CORNER ALUMINUM PEDESTAL._ -,.Pe, PIE !RH 1 v,9TA 64+88.86, 2 241i,,LT} SR 972/SW 3 AVE 64 SURVEY SR 972, 4LUMINUI0 PEDESTAL MEDIAN 2 SR 972/SW 3 AVE 630-2-12 1 RUN @ 135 LF (1 SIGIIAL) ALUMINUM PEDESTAL STA. 64+30.06, 53.44T 1 EA 1 EA 1 EA 635-2-11 646-1-11 665-1-11 ,XIST. INAST ARM (TO REI,1AIN) PED. DETECTOR (TO BE REINCVED) 1 EA REMOVAL ITEMS. 1 EA 639-3-60 665-1-60 670-5-600 APPROACH POSTED SPEED (MPH) 30 40 40 30 30 40 40 30 RED CLEARANCE DISTANCE (FEET) 133 111 133 133 140 111 140 135 YELLOW CHANGE INTERVAL (SEC.) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 RED CLEARANCE INTERVAL 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 PEDESTRfAN MOVEMENT PED. CROSSING 025 77CE (FT) 70 97 67 96 PEDESTRIAN WALK INTERVAL (SEC-) PEDESTRIAN CHANGE INTERVAL (SEC.) 20 2s 27 635-2-11 660-4-12 1 EA ALUMINUM PEDESTAL 4 EA STA. 64+89.18, 60.25' RT AS 1 EA 1 PED DET -PED POLE -PED SIGNAL SVV CORNER, 1 EA 1 EA 635-2-11 646-1-11 665-1-11 630-2-12 2 RUN @ 86 LF /2 SI6IVAL3 0 10 40 IIR/W LINE A UMINUM PEDESTAL Feet II 5-A. 65+71.73, 60.32' LT 21 LF 1 EA 1 EA NE CORNER 7 1 121 I 630-1-12 'I (Dy RUI8 h60 (1 VIDEO) 1 122 P ALUP4UM PEDESTAL 750LF'N 3 STA. 65+70.1.4, 4.73' LT (6WB ALUMINUM PEDESTAL MEDIAN 4 STA. 65+70..,9, 4 37' RT I 630-2 12 1 RUN © 07 LF t (1 VIDEO) PED- DET PED POLE PED SIGNAL 5E CORNER SW 2 AVE PROPOSED FPL SERR E POINT 33 LF 1 EA 630-2-12 635-2-30 639-2-1 13 LF 3 EA 1 AS 05 13 1 1 EA 630-2-12 635-2-11 646-1-11 665-1-11 EXIST. MAST ,A41, (TO REMAIN) PED. DETECTOR (TO BE REI=101 ED) 1 EA 1 EA 635-2-11 660-4-12 ALUMINUM PEDESTAL STA. 65+79.95, 53.93' LT 1 EA 1 EA 1 EA 4(W 64 ©�QC(D) 635-2-11 646-1-71 665-1-71 PED- DET -PED POLE PED SIGNAL NE CORNER 1 RUN @ 123 LF (1 SIGNAL) PED- L PED POLE SET L PED SIGNAL um SE CORNER LUMIIUUM-P€D'EcT / STA. 65+80.23, 53.4 / 1 EA 1 EA 1 EA 635-2-11 646-1-11 665-1-11 RT -EXIST. INAST ARM (TO REMAIN) PED- DETE-TOR (TO BE REMOVED) ALUMINUM PEDESTAL STA. 65+70.06. 59.90' RT R/W 59 LF LIIJE 1 EA 1 EA 1 EA 630-2-12 635-2-11 646-1-11 665-7-11 -E UST. CONTROLLER CABINET (TO BE REMOVED) PROP. 'O IVTROLLER CABINET STA. 65+7 3.63, 132.36' RT RT 1 EA 632-7-1 635-2-11 635-2-12 660-4-11 670-5-140 684-90-102 1 PI 6 EA 1 EA 1 EA 1 AS (660M-X) ORAL WAY AND SW 25 ROAD INTERSECTION ID N0. 5192 REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION JORGE A. LOPEZ, P.E. LICENSE NUMBER 73797 SIP U.S. SERVICE INC. 201 ALHAMBRA CIR. - SUITE 800 CORAL GABLES, FLORIDA - 33134 STATE OF FP02l84 07T.9 .I 27'Rf.R?a'T OF TRA 15,.5PU2/AT5UN ROAD NO. COUNTY FINANCIAL PROJECT ID SR 972 MIAMI-DADE 445998-1-52-01 OFF -SYSTEM AGREEMENT EXHIBIT SHEET NO. T-8 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004. F.A.C. LEGEND: LEGEND 75.0' R/VV LINE RAW LINE- 71.0' 37.5' _ R/VV LINE END C&G TYPE F TO EXIST. CURB TYPE O 37.5' LIMIT OF MILLf/VG 2.5' MILLING AND RESURFACING © AND RESURFACING 37.5' _ MATCH TO EXIST. MATCH EXIST. EL. +84.18 Ci cc, +8,4.0C 48.82' RT. 77 +81.68 +84.06 +84. 18 30+77.73 1.25" MILLING AND RESURFACING C- +91. 40, 77.73' LT. LIMIT OF MILLING O - 4" THICK CONCRETE SIDEWALK AND RESURFACING BEGIN C&G TYPE F MATCH TO EXIST. - N CC BEGIN C&G TYPE F © 0 MATCH TO EXIST. 70.49 T. 103.69' T. 55.74' RT. I=14TCH TO EXIST. 30+66.77 r +35.68 +83.75 +32.49 +89.77 '7160' CY 1` 1=14TCH EXIST. EL. 6" THICK CONCRETE SIDEWALK Q +55.40 51 _ N +35.67, 65.16' LT. © LT. © ]39.33' LT. © 54.05' RT. = +4437 +83.74 +82.56 N r • SOD © +91.41, 65.02' LT. FW-W.W.I• In 64.00' LT. 0 78.10' LT. 143.88' LT. END C&G TYPE F +54.05 BEGIN SWK. CGNST. +87.90, 58.00' LT. IIIII �V �� +95.47, 68.54' LT. V PARKING LANE TURNOUT cc, RECONSTRUCTION END SINK, CGNST. ® MATCH TO EXIST. _ © 8778' LT. © +76.68, 48.82' RT. I'AATCH TO EXIST . pp��/X/>��cc//VXInn//II BEGIN SK. COAST. KIVIDE/VING +78. 22 SINK ¢ +4460 BEGIN 51=1,K_ co) sr REV ILLA LAW MATCH TO EXIST. INDWASD BURIED SAN SEVER MATCH TO EXIST. BEGIN C5G TYPE F +04.48 +XX.XX WITH FLARED END OF PEDESTRIAN CURB RAMP ( ' (0) _ 4 TH-79 M4r(H EXIST EL A TH-30 +80b8, 47.55' LT. EXIST. INDVVASD FIRE / HY D,4AIJT (TO R1�INAIN) +62.29 R/4V LINE VERIZON HANDHOLE (TO BE - +4937 FI RI11, P.A Ir, NHnLE (TO 8E EXPOSED AND ADJUSTED BY INDWASO) f \+4936, 5500 LT. I L EXIST. INOWASD FIRE ® +09.60 46-19' LT. ADJUSTED BY VEP.IZOIV -SEE UW 5) 22 LF PRO ssoR SINK +38.72 +68.65 I D �0 - 'r I 48.87 LT \ HYDPP NT (TO REI9ACN/ +81.85 pq,�1 • l7fl/ d N CURB W/ Th ILK' EDGE +79.47 END SINK CON - 54.91' LT. _ _ 552] LT. BEGIN SINK COAST 53.92 LT.- MATCH TO EkI_T IN T H TO E (I E , / Sq g7' LT.® +1473 I��IH-L C LT. +� y 47 _ 1 55 U5 LT V ' 46.]ti' LT. '\ A h 185 �,IJST. �3-. �_:'AS• i. 1 / MND �1NX -+B7 ® ATC E,(l5T L 'V 55.01 Lr. � +14 73 . 53.54 T. (p6-R F� \ ��\, _. D LER,ZC if• 1 :13-0 x I �;; 1 F (Q.J : • D ) 'I p+87 37 C(D}-3b -\\\� P E �t CDG ' __Tl ®+ y.1 �/V, LINE r> <., FOG vyINU C f BFOC(D) = - a W 6F0 r/( (O � fl�i1 QI HDPE -- f-BFOr(Dr FOCI �� b `\ ,��•s` RO.. a ..& r• •.. Fr : • • • yW. W.Wa'uW (D� s W _(3) EL 846eF , BFO L 77.23' +9 M AS-G ® �/I�ry ocm •Cecamy.^••^••r•�0 f(W-Li OSt G D) 1ATCH LINE STA. 68+80.00 XD 6 •® '5 A -CR-L- yV(•} ^5 BR IS - 5V _ .52.96 +19.50 a I N +�f, �7 -G(•- - L�DU (TG BF-9DJU 54'EDG 46.D4 L.T.. G(D)- (A) G(,G(D)- - -G(D/ 46 36' LT. Els BY p�4 ZE�I N_) aVID}� UVI(9'}VIM 6`++Wlf � - t0 7' 4665 u'.40' CY. S'.49'Cf(D}s , SM 4331 5'f9 T 5594%(iiY. Q� c_ ` - - 46-.19' 1_4.- -5(D} ®`- +6461 - a/l(NV(D} - �. D} _ - 4/ 1ATCH LINE STA. 74+80. iN(D} - - -. (D} UV(O5 18- MOD} +0&.02 I 5425' 1T. 53.54' LT. +64.55 END T YYPE F F0 46r24 �T HV D. {�(U�IL55. WITH FLARED ENO +34.50 f .1,T. ®a3 WATCH EXIST. EL. END &"'TYPE E 5291' LT. +63.65 n.93, 46.os LT 3450, 46.3s LT 33 Lr. 255 LT. SR 972 / CORAL WAY / SW 3 AVE - 4204'. LT. .. .. .. +1799-70 71 d''1 72 • 73 74 , . I � I_ = nr 42.05' LT. I I £�. _ I to I652'4'42"E " SURVEY � =y^ (. U PIS 23313E � SURD' EY _ _ E(D C&G TYPE F VV TH FLARED END MAITCH EXIST. EL +9410, 4575' RT. - { .. .. _ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... .. .. .. .. .. _ _ _ FOLIATION. 0837 +3] 97 +90.80 ST,. 72+06.83 BK - -X91.59 II].2]' RT. 45.58 RT. 4569' RT. STA. 72+06.83 +38.72 +06.05 BEGIN 51/VK. CGNST. +3] OS I STA AH +06.83 -, +4515 46.17' RT. +94.17 54.05' RT. +42. 40 0 .' +9.00 END SINK. LONST. Q 4�.93' RT. -P 4360 RT. MATCH TO EXIST. ( CP ,1. MPTCH TO EX15r. E10 26' RT. 55 06' RT. 45.63' PT. 45 65' �Rr. +5959 CR-E - P` (�---u�A�1 2 �J +9760 9E(%Dr'JS4I2, C �� -“ 7 7 case, .. .^s��-_ _�. - -�_ .-.._. _ v is 3I - +86. 84 _ r�r � A ..`/ // ����e EL 8..4 d.f., _ w ` 0 AM=i tl { S •, EL 8.57 1 ,II END SINK. OIV ST. +4772 11 • CS TYPE Y - +28.1574R2-3�.47 ��® WITH FLARED END LATCH EYfST. EL - +09. ft 54.99 R �4/W LINE +7277 ].4 "ART ® ® CR � 4608' MATCH TO EXIST. 46.08 RT. - 55. 15' Rr. ` _ _ --_ - --- I +38%-i - --- +2924 +71 S.26 RT --54. R-T---� IIAIIVTAIVE• END SI/V CUNST� L +48.78, 45 fi0 RT. 54.97 PT. +71.33 7 \1 rr/ 4/IlV LAVE WATCH D €,MIST. ' �► �\ ) 45.88' RT. +47.b2 53.70 RT. R/W LINE NE +TT9�� +63.00 EXIST. MOT TRASH RECEPTACLE BEGIN C&G TYPE FI - i� ( (TO BE RELUCPTED BY MDT) +03��f, 45.2]' RT. 46.05' RT. V/ITH FLARED END L �i _- BEGfIV SWK. CGNST. BEGIN 51/l K. CDNST_ -- I THATCH TO EXIST. INFTCH r0 EXIST. +81.06 MATCH EXIST. EL 1] ��EGIN �1` LF P40POSED SVVK 1L URB Vl/ THICK. EDGE 557.53 45.87' RT. +78.72, 46.30' RT. 55.04' �4T. END SINK. CDNST. SWK COIV ST. MATCH TO EXIST. -- _,p +44.37 +69.72 BEGIN C&6 TYPE E IIIIII I ---lU\J MATCH TO EXIST. +03.33 +78.29 +95.10, 53.20' RT. +87.55, 59.13' RT. , +73.88, 45.88' RT. ---- +36.39, 57.90' RT. +44.28, 77. 68' RT. +73.H8 +91. 10, 58.20' RT. LEGENDS ENO C&G TYPE F •- - 52.94' RT. +44.24, 83.68' RT. BEGCN C&G TYPE F I17ATCH TO EXIST. p ¢ BEGIN C&G TYPE F WATCH TO EXIST. I'NATCH TO EXIST. SIN MDWASD SAN. SEWER I'NANHOLE MATCH EXIST. EL. BE ADJUSTED BY I'ADVIASD UW 5) WATCH EXIST. EL. (TO -SEE +37.54 +95. 10 €22 MDWASD WATER VALVE +91.10, 73.69' RT. `J (TO BE ADJUSTED BY I'1DV/ASD - SEE UWS) LIMIT OF MILLING AND RESURFACING v� - ____ MATCH EX15T. EL. _ +3636 +-439, 57.87' RT. EXIST_ DRAINAGE INANHOLE MATCH TO EXIST. JY4 a (7.5 LIMIT OF MILLING AND ,4ESURFACING WATCH TO EXIST. LEGEND (TO BE ADJUSTED) 29+20.00 SIDEWALK, CCG, SOD I-14 STA. 72+11.83 (9 5R972J = 3752 ti 29+20. 00 11 / LAVE STA. 30+00.00 (B SW 23 RD) R/W LINE- 7'.U' REVISIONS ENGINEER OF RECORD OF, t7.R7C�,9 05 ' e9TR(.6:VT OF /RAAS'PU9TA 5005' OFF -SYSTEM AGREEMENT EXHIBIT S SHEET BATE DESCRIPTION DATE DESCRIPTION HANS HANS C. RIBBECK, P.E. LICENSE NUI118ER 70964 RIB6ECK ENGINEERING, INC. 14335 SW 120 STREET, SUITE 205 INIAINI, FL 33186 ROAD NO. COUNTY FIN4Ncr4L PROJELT ID 27 SR 972 MIAMI-DADE 445998-1-52-01 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. R/VU LINE—_ R/W LINE (RO-3) (RI-1 ) 36"x36" 3 SVV123 �RD- R/VV LINE (R6-IR) 54"x18" (R6-IL) EXIST. SIGN PANEL 54"x18" �� (TO BE REMOVED/ 7/ (R1-2) 10700 300111 EA 36"X36"X36" 10700 1113 11 EA 8= - ❑ I Z 1 EXIST, SIGN (R616)" TO REMAIN (R6-10 ❑ CC I STA. 72+5] (R2-] III NO III 30"x36" PARKING 0700 1111 1 EA /II ANY II II II SVV 24 Q � S4 x18 l EXIST. SIGN ® (TO BE P,EMOVED) (2) .x78" , 'Sh III M LLLJJJ 1' _ (R6-1L) 5�. 73+67 / TIME 54"x18" / �� J Z 1 EA I0700 16001 (GS-9) \r�Jl 10700 1111 I1 EA EXIST. SIGN t In w- / R6-IL 54 U, _ (2) 36"x12" III STA. 72+4] EXIST. SIGN (TO BE REMOVED) M / (R7-1R x18 1 EA 10700 1111 I N __ o �� �l EA 0700 1114 �. III .� TO REMAIN 1 EA10700 16001 ° J ) 72"x/8" STA. 69+00 X > w d 1 S1� Il /I STA. 71+34 ` - NO �Q EX15T. SIGN II pgRKING II W H 10700 1111 11 EA (') (R6-1R) 54"x18" z L-=J \-_-_ / (R6-1R) ® _ e M Ie�oC N S M 4 TG REMAIN II COIVEACIAL II W II / _ STA. 74+18 II LOADING ZONEII !L 11 q(1Pay-N Ja--F VV - 9 �lPhon6l II r�.�d-eP.id. II �N T-� / W—_ �\ I� ror�4rv�tiF III `�--J� / / '� �$ -I / NO PARKING ANY TIME (R6-IL) EXIST. SIGN 54"x78'. 54"x18" TO REMAIN (R6-1L) —o -- + \\ w o N Corar., n _ (R7-2) 54"x18" 36"X36"X36" (Ri-2 ) �' \ 1 �_ 10 II 0700 1113 7 EA �''11 36 X36"X36"K. //// ® STA. 69+10 "y gl �' 1 II 1 EAI 0700 1113 I 11 - / II/ I— �` +18.01 a a 1 STA. 4 7/+75 _ - _////// /////) �T / J P` P./ l LINE 27 { Y-!' LT R/IN LINE W MATCH LINE STA. 74+80.00 �8" WHITE MATCH LINE STA. 68+80.00 +05 .,'C.I 8 WHITE I +86 +39 - F. BLUE +18 +68 +54� LTA +9� 0 8" WHITE +65 +OS RPIN'S 66 +10 ' . I— 6" WHITE +71 72" WHITE (TYP.) 384R SS — _ BLUE N �, - SR 972 / CORAL WAY / SW 3 AVE ci "^'^ 2-4' SKIP (TYP ) \ �'' +76.72 ^ 59.04' LT +19 1111% .� ., _ _ . _ .. W _ , JD ." " J] . 8"YELLOW 0— ... 72 73 —0 86YELLOW 74 'I.� 6" WHITE 10'-30' +70 @ SURVEY/ SKIP IN/ W/R RPI'A'S +71 x "MD Y +06 ,,. PPII"S TYP. J w V -r + CC .... - +54 +4 \ 5.96+72 8 V+28o 0' WHITE@ 0�+42 C.C. (TYP.) .� \ 61 +38 — +OR.24 _ 8" WHITE 6 8LOg,RT... 38.02' RT\ +31 +24 0 +74.05 38.01' RT 38.18' RT ` o _ +00 8 +84 +23 +42 _MILW ., , P, 22' -• % I l �� �, \ R/V/ LINE— - +19 +46 I m ]8' WHITE, ITYPJ - T m _ �==L� N lo p6 �X II 3W�1 � 7;-. 1 • Co r Ti �m m REFER TO SPEED R/VV LINE 1 FEEDBACK SIGN - �.� DETAILS IN LEGEND IT 1---� o \ -]vv 7,m 1 ryry I.Ntl +04.4� ® I N III 4 \ II II 68.20' �RT �x g^ I II 00_ y. II,�NI�addl, ' �I -1p SIGNAuzATION PLANS r II I� ck� 0 �1���AL, �/_ �,0�i I V v I EA 0700 111(1 0 �� ON EXIST. SIGN �( VA I\=_� �. I i4 --- T. --- II -5 _ A z I O Y _ i b (R6-1R) 11 n O 1 z Q p 0 I L___511X.� d ---- I1 E Hs 0 --- I L �➢ 54"x18" d EXIST. SIGN - IIF in l��IlMll(R6-IL) '� J Ny EXIST. SIGN TO REIN ---- 11 W I rcoraI Wa 11' 1 54"x18" 1ACN --- v (TO BE REMOVED) +9_ ti3. 10 iG' ��r STA. 38+42 I I ���y 1 \ ( TO REMAIN \\ I,Nd \\ EXIST. SIGNS R6-1L vv xls AA i ____ PI () I ��\otA To REMAIN 2 07 \ \\ ON , 0700 1]0 7 EA m II STA. 7]+82 - _ 1 - �� �II,taM la�aC� pI mjllNeN, IeaoDll �j\ I y1 EXIST. SLGN EXIST. SIGN IINI V-E N'HI IIaV I` tv_E ^^611131 \\ 1 1'--T0 REMAIN TO REMAIN / 11N I" =-f N _ __ J/ AIIsw 3 ,1 IA Isw 3 01 I \ R. Coral )Y71 J Coral Warl \ �, II15--s o 6" DBL YELLOW //' \a \ II I a 1 jJ k� VV/ Y/Y RPM'S @ �(+ \ 11 1 II �_ eI 40' C.C. (TYP.) I`S T P CR6�R) \ --J� "'EXIST. * 1 _ 18" YEO_LOH/ o561 10' C.Q. (TYP) 1 _ 24" WHITE (TYP.) I 1 Isw =_ = I� 3 a IJ x 6,3 EA19700 16001 Al 1 (R6-3) 30"x24" a ____ 10700 1114 I1 EA zO Y - 1 STA. 72+4] R w o_ DO NOT ® EXIST. SIGN (RB-3RW)¢ - (TO BE (2) 24"x30" ---- ��£ �- 54"x18" \ SIGN TO REINAIN (54"xL18" +3t)29 -- ---- Ms (yI IIr1 REINDVED) 10700 1111 13 EA F MleaoD °� -�� \- �� R/W LINE— Fvrcr c, r. r� Tn • 64.36' IRT_ 1 -r IWI�== �1mI RELDCATE STA. 70+02 (3b'-130' IICoa3Nraylll�ll STA. 72+93 LEGEND WM \\ 11 ��m 11 III n TREET NAME I J�" A�I STA. 74+14 0700 1111 4 EA SIGNAGE 3."x36" v II m g SW 23 P,D II LI----__ 1, �-, SIGNS -7 \\ TO NEW (0 DELINEATOR STA, 69+60 1S T O P ASSEI1IRLY POST (Y ELLOVI) STA. 71+21 Caa) -__)LO] 30"x24" EXIST. SIGN II 1j 1 0700 1114 1 EA OBE REMOVED) 0700 1600 1 EA A 73+04 p705 11 11 3 EA STA. 69+00 1 EA10700 16001 11 P1/VV LIN EIII1� \\ 0 0700 3501 4 EA STA. 74+66 REv1SION5 ENGINEER OF RECORD 3'T.#T5 OF RL CARTON( OE P..I .3? T.IfE T OF TRAIISPURTATdU/V OFF -SYSTEM AGREEMENT E X H 1 B1T SNp T DATE DESCRIPTION DATE DESCRIPTION HANS C. RIBBECK, P.E. LICENSE NUMBER 70964 RIBBECK ENGINEERING, INC. 14335 SW 120 STREET, SUITE 205 INIAINI, FL 33186 ROAD No. COUNTY FIN4Ncr4L Pa0IECT 1D 8-13 SR 972 MIAMI-DADE 445998-1-52-01 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. SW 24 RD RAN LINE R/VU LINE— EXIST. I20/270V, 1 PHASE,3 WIRE, f � ELECTRICAL SERVICE TO BE REUSED BY FPL \ r� PROPOSED SERVICE FEEDER 2#2, 1 #2 (N) IN 2"C� 44 sF.P i SW 23 RD 344 r @ S.V 23 RD R/VV LINE INTERCEPT EXISTING LICHTING CIRCUITS IN EXISTING / PULL 00/ REPLACE PULL 30X AND RE -CONNECT EXISTING r CIRCUITS TO PROPOSED CIRCUITS 4#6 (B-11, B-171), 1#6 (CND) IN 2"C 4#6 (3-IV, B-V), 1#6 (GND) IN 26-1 630-2-12 --)_ i I II T' r- 2 RUNS 6V 95 LF PROP05ED LOAD CENTER "3" 120/240V, 1 PHASE, 3 WIRE, SERVICE FEEDER 3#2 100 AlPS, 240V, 2 POLE WAIN CKT BREAKER STA. 72+71.50 OFF. = 59.60' LT \/\ -TH-L06 R/I/V LINE I 630-2-12 1 RUN 44 75 LF EXIST. LOAD CENTER "3" TO BE REMOVE? \ 4#6 (0-11, 0-1111 14-6 (GND) IN 2" 4#6 (8-IV, B-V) 1#6 (GND) IN 2" 3 60 2 a 2D LF ,4/W LAVE— --r _ `-/� • - w 4 - O,_ " I r, CrD) _ •- 13. _/ LLI9-- ,EFO Mil � Di7OT :FOCf1 -D _ _ —_ -BFO Di- -- r`� —_ _ -_- F _ -:._e J _I�' - -BF N ' , _ •I-•C(D .. - BFOC(D) BFO!(D) V REOC(D) - - BFO'> D BFOC(D) BF C 1 �(� ) - ®_- --- EDC(D) S D) -• • (v) (,) ____ -/- STA. 68+80.00 -� surf_ /__/_ -sGI--,-�_____--SD e PROPOSED SERVICE (FEII 2"C 1 #2 (N1 1N 2 C �. ------KW- Mill'2#2 ^� IIN(D}16D} --- -[-eIW-2=12-. VDF -IV(D} . INIDL -I W W(DT-- _ _`Y�(D VV(D}----SF�-A/1)J-CORAL-W(A�Y-/-SW--3-I1 1' VI 9 1 RUN 67 90 LF 73 74 . 70 7 f - 72 10 _ , �.le cP 972- - (-. _ & 5R 972 SR 972 / C_QRAL WAY_/_SW .3 AVM e c =c) /, law s 1 / ,,, • I I r _(� 1, ' 1• �� 0 III ;I s. 1__1_ c .1} N a - R/IN LINET 1 L\i \LI rUWUUU ¢ N 06 _1JI-' Q rx r/5 N V7R/V' II uJ R/W LINE =J LINE LEGEND CONDUITS, PULL BOXES R/lu LINE —/' REP, SIGNS ENGINEER OF RECORD ,F T.#T5 OF Ff t7.R.7C'A �U.7i Y.l2TRfiR.'aT OF TRA1IS'YU 2TATdP/IV OFF -SYSTEM AGREEMENT E X H I B I T SHEETNO DATE DESCRIPTION DATE DATE DESCRIPTION CH RISTOPH ER W. TILLIT, P.E. LICENSE NUI416ER 73059 PREY41ERE LIGHTING. d TRAFFIC, INC. 2555 NE,102nd AI ENUE. SUITE 214 DORAL, FLORIDA 33172 ROAD N0. COUNTY FmANCIAL PRo1FCr m L-]3 SR 972 MIAMI-DADE 445993-1-52-01 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. EXISTING SIGNAL HEAD DETAILS PEDESTRIAN HEAD DETAILS 3-SECT., 1-VVAY 6 EXISTING (TO REMAIN) 17-11 17TE4E711-'61) L JL JIL JL JL�J 5-SECT-, i-WAN 3 FX IGUNS (TLC REMAND SIGNAL OPERATING PLAN J/ P6--+-PE PHASE I P2 -- +- P2 ti P6--+-P6 PHASE l NOTE TOTAL WATTAGE FOR INTERSECTION = 360 SOP AM PEAK P2-- +-P2 6 P6-----P6 PHASE CI PS PH PHASE II OR 41P P4 PHASE II CONTROLLER OPERATION 1. MAJOR STREET. SR 972 / CORAL )IA✓ ININOR STREET: SW 2 AVE P3 P8 7 P❑ PA EH PED. SIGI IAL COUNT -DOWN 1-SECT., ]-VIPV 6 AS 153-t-I1 A RI0-3E PHASE 11I OR 4 P4 P4 PHASE III PHASE 1 RECALL AND PHASE 2 ACTUATED FLASHING OPERATION: LEGEND PULL BOXES SOP P8 P4 18i P3 41 P4 PHASE III 5 EA P8 P8 4 LIB/LP/ 1- -Fn1 r EXIST. PED SIGNAL C0557 05 5 N (TO REMAIN) =11 R10-3E 1 EA P4 SIGN DETAILS SW 2 AV II EXIST. SIGN (TO REMAIN) SW 13 ST, CORAL VVAY II EXIST. SIGN (TO REMAIN) I 751 10158-0 + + I rF6 I © Pb PHASE IV I TF3 10 01 TF7 1 ITF ITF 2 + +TF 31© OITE 7I 1 TF4 - ++ ITF& VEHICLE MOVEMENT APPROACH DIRECTION 0 +aI TF3 NO i TURN I ON RED EXIST. SIGN (TO REINAIN) CONTROLLER TIMING REFERENCE TABLE APPROACH POSTED SPEED 14PH) RED CLEAR4NCE DISTANCE (FEET) YELLOIV CHANGE INTERVAL (SEC .) RED CLEARNCE INTERVAL PEDESTRIAN MOVEMENT 118E 30 92 4 0 2.0 )18T 35 94 4 0 2.0 EBL 30 90 4 0 2.0 N8T 30 8O 4.0 2.0 4 SEC 30 84 Ear 35 38 2.0 EXIST MAST ARM - (TO REI=1AIN) EXIST. SIGN (TO REMAIN) IN8L 35 36 4.0 2.0 PED SIGNAL PED POLE RED SIGNAL (0! CORNER \ APED DETmES R/16 LINE LUMINUI'N PEDESTAL STA. ,04+38.HO', 46.5 OE 15 LF 4 EA 1 EA 1 EA EXIST. PED POLE, - PED SIGNAL P2 & PS AND DETECTOR (TO REMAIN) EXIST. MAST A,41N- POLE (TO REMAIN) R/W LINE 630-2-12 635-2-11 646 1 11 665-1-11 EXIST. VIDEO DETECTION EQUIPMENT (TO BE ADJUSTED) 2 EA I 660-4-52 15D):TmdFnC - - - - NSF L BO EXIST. VIDEO DETECTION EQUIPMENT (TO BE ADJUS 1 EA SBT 30 80 4 0 2.0 PED. CROSSING DISTANCE (FT) 54 52 PEDESTRIAN WALK INTERVAL (SEC./ PEDESTRIAN CHANGE INTERVAL (SEC.) Is I 660-4-52 I R/111 LINE PED DET. -PED POLE PED SIGNAL SW CORNER SR 972/SVMe S W(oJ103 A, UMINUIN PEDESTAL STA. 103+54.54, 29.58 R 16 LF 2 EA 1 EA 1 EA -PED SIGNAL -PED POLE -PED DET 5W CORNER 630-2-12 635-2-11 646-1-11 665-1-11 EXIST INAST ARM POLE (TO REMAIN) ALUMINUM PEDESTAL STA. 103+69.21, 28.92' RT 13 LF 4 EA 1 EA 1 EA 630-2-12 635-2-11 646-1-11 665-1-11 EX ST. PED SIGNALS P6, 6 P8, AND PED. DETECTORS (TO BE REINOVED) VIDEO DETECTOR CONNECTION CHART VIDEO CONNECTED TO DETECTION DETECTOR r/OVEI/ENTS x ZONE I 630-2-12 1 RUN ® 75 LF (1 SIGNAL) R/VV LINE EXIST. FPL SERVICE POINT EXIST. VIDEO DETECTION EQUIPMENT (TO BE ADJUSTED) 1 EA REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION JORGE A. LOPEZ, P.E. LICENSE NUINBER 73797 EDP U.S. SERVICE INC. 201 ALHAMBRA CIR. - SUITE 800 CORAL GABLES, FLORIDA - 33134 I 660-4-52 I REMOVAL ITEMS' I 646-1-60 I STATE OF FPO2l0A 100".1 2TRf.ENT OF TPA AS'PUSTAT50/N 3 EA R/16 LINE 0 iD 40 Feet PED SIGNAL P2 PED - POLE PED - DET. EXIST. MAST ARM POLE (TO REMAIN) (EXIST. PED POLE; .NED SIGNALS, P2 & PM' AND PED. NNTECTORS (TOI,BE REMOVED) ALUMINIUM PEDESTAL STA. 104+50.59, 33.83 .LT 20 LF 1 EA 2 EA NE CORNER PED POLE PED SIGNAL T� I s3o 4G(D) 6� RUN STA. 10< .,• y 16 LF �'I 'dJ *�7' EA 1 EA PED DET. NE CORNER 630-2-12 635-2-11 646-1-11 EXIST. SRVC DISC. (TO REMAIN) 3 EA I 635-2-11 EXIST. CONTROLLER — CABIIVET (TO REMAIN) 8 EA 1 EA 1 EA 635-2-11 635-2-12 660-4-11 1 EA 665-1-11 LINE (1 SIGNAL) 67 LF R/VV-LINE LUAU -NUM PEDESTAL 2 EA 1 646-1-11 EXIST. MAST ARM POLE (TO REMAIN) 2 EA ALUMINUM PEDESTAL 26 LF 1 EA 1 EA 1 EA 630-2-12 635-2-11 646 1 11 665-1-11 EXIST. RED POLE, PED SIGNAL P4 6, P6 AND DETECTOR (TO BE REMOVED) —R/I5 LINE POLE PED- DET PED DET PED POLE PED S/GNAL SE CORNER CORAL WAY AND SW 2 AVE INTERSECTION ID NO. 2258 ROAD NO. COUNTY FINANCIAL PROJECT ID SR 972 MIAMI-DADE 445998-1-52-01 OFF -SYSTEM AGREEMENT EXHIBIT SHEET I5 THE ELECTRONIC FILE DIGITAL THE OFFICIAL RECORD OF THIS EXISTING SIGNAL HEAD DETAILS L71 L41L°71 L9J 174-1 LBO L'�J1L'�I L—JJ�J1��I 3-SECT., I-VVAY 3-SECT., 1-W PY 4 EXISTING 4 EXISTING (TO REMAIN) (TO REMAIN) INSTALL RETROFIT EACKPLATES 650-2-109 4 EA A R10-31 3 EA ®—m. R10-31 9"X ]5" 1 EA SIGNAL OPERATING PLAN P2 -- --- P2 G P6-----P6 P8 P4 s 4 PS M P4 PHASE 1 PHASE 2 NOTE TOT. IL WATTAGE FOR INTERSECTION = 320 TF1 T`2 --� ©`© 0+® ©+PG ©+© CONTROLLER OPERATION 1 MAJOR STREET. 5R 972 / CORAL 1/(47 MANOR STREET. 51/V 1 AVE 2 PHARF 1 4F1411 AND PHARF 2 ACTUATED LEGEND CONDUIT, PULL BOX, SERVICE POINT PEDESTRIAN HEAD DETAILS P❑ P4 00 PED. SIGNAL 4D7NI-DOWN 1-SECT., 24NAY 4 A5 P53-1-12 R10-31 9" X 15' 1 EA R10-31 3 EA SIGN DETAILS SW 1 AV III Kagoshima Blvd EXIST. I15N5 (TO REMAIN) SW 13 ST,III CORAL VW EXIST. IISNS (TO REMAIN) `) EXIST. SIGN (TO REMAIN) U) I 0 EXIST. SIGN (TO REMAIN) (V� sc,IooL oxvs EXIST. SIGN (TO REMAIN) `Zz /DO NOT' ENTER EXIST. SIGN (TO REIMAI,N) VL N0 TURN Ili ONRED 0 PE6css. S IN f,Rc55'.1'M LN EXIST. SIGN (TO BE REMOVED) 2 EA 700-3-601 I I I I I I I I I I I I PROP. SPVL-. DISC. STA. 1 1 1+30.64 OFF. 44. 03' LT 12 LF I I 630-2-12 630-2-12 635-2-11 639-1 - 122 639-2-1 641-2-12 TURNING VEHICLES FOR R10-15a 30'530" 1700-3-201 I R/W L NE ] AS 4LUI'4INUM PEDESTAL 3 EA I 1 RUN O 55 LF (1 SIGNAL) 14 LF I STA. 110+79.47, 35.05' LT 1 EA I h E.4 635-2-11 ill EA II 2 E.4 EXIST. MAST ARM (TO REMAIN) — EXIST PED SIGNALS P2, & PS, AND PED. DETECTORS (TO BE REMOVED) R/W LINE 2 EA VIDEO DETECTOR CONNECTION CHART VIDEO CONNECTED TO DETECTION DETECTOR MOVEMENTS ZONE CONTROLLER TIMING REFERENCE TABLE VEHICLE MOVEMENT 2 3 4 5 6 I 8 APPROACH DIRECTION NBL WBT EBL NBT SBL EBT WBL SBT APPROACH POSTED SPEED (MPH) 30 35 35 30 30 35 30 U RED CLEARANCE DISTANCE (FEET) 75 6B 72 73 B2 68 74 LL YELL0IV CHANGE INTERVAL (SEC. 1 4.0 4.0 4.0 4.0 4.0 4.0 4.0 RED CLEARANCE INTERVAL 2.0 2.0 2.0 2.0 2.0 2.0 2.0 PEDESTRIAN MOVEMENT 2 d 6 p PED. CROSSING DISTANCE (FT) 48 48 48 48 U PEDESTRIAN WALK INTERVAL (SEC.) 7 ,T PEDESTRFAN CHANGE INTERVAL (SEC.1 14 14 I4 14 646-1-11 665-1-11 R/V/ LIfVE. _LisLL11f 14 S LF / 3 EA 1 EA 2 EA ON PEDESTAL— — 0+72.97, 25 96' RT CT30-2-12 63'5,-2- 11 646 1 61- 665-1-11 EXIST. PED POLE PED SIGNAL P8 & P6 AND DETECTOR (TO BE REMOVED) 53 LF (SIGIIAL) I 630-2-12 REMOVAL ITEMS. 1 EA 1 EA 6 AS 3 EA 1 AS 641-2-60 646-1-60 653-1-60 665-1-60 670-5-600 PROPOSED EFL SERVICE POINT 110 LF 1 EA 110 LF 630-2-12 635-2-30 639-2-1 0 10 40 Feet —EXIST. INAST ARIN (TO REI=1411V) EXIST. PED. SIGNALS, P2 & P4 AND PED. DETECTORS (TO 3E REMOVED )I 660-4-12 11 EA ALL) MINUIN PEDESTAL STA111+29.51, 30.59' LT 7 LF 1 EA 1 EA 2 EA 630-2-12 635-2-11 646-1-11 665-1-11 630-2-12 12 LF (VIDEO EXIST. PROP- CONTROLLER CABINET _C OT1TR-ULLEH �7— i )- - DJ _ WIG(D) "VD-) 630-2-12 RUN © 71 LF (1 VIDEO) I 630-2-12 I 2 RUN @ 75 LF (2 SIGNAL) ALUMINUM PEDESTAL STA. 111+34.48, 28.65' RT 9 LF 3 EA 1 EA 2 EA 630-2-12 635-2-11 646-1-11 665-1-11 —EXIST. INP ST ARI=1 (TO REMAIN) EX ST. PED. SIGNALS' P4 & P6, AND PED. DETECTORS (TO BE REINOVED) 1 EA I 660-4-12 I EXIST. SRVC. DISC. POLE (TO 65 REMOVED) CORAL WAY AND SW 1 AVE INTERSECTION ID NO. 2257 REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION JORGE A. LOPEZ, P.E. LICENSE NUINBER 73797 EXP U.S. SERVICE INC. 201 ALHAMBRA CIR. - SUITE 800 CORAL GABLES, FLORIDA - 33134 0T.ATP OFFP(721ZA °EP.l 27/1010 a'T OF TRA IISPUNT IT5ON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 972 MIAMI-DADE 445998-1-52-01 OFF —SYSTEM AGREEMENT EXHIBIT SHEET NO. T-11 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. I I I I / I I I I I I Iji KEYED NOTEI IJ I I I~ I OREPLACE EXISTING SLAM 1\CCI CORD, CONNECTORS, FUSES, I AND IN -LINE FUSE HOLDERS. y. illSTA. I Z I 1 CiL.I I w t W w �, �V j 1 REPLACE EXIST. PULL DUE TO SIDEWALK AT THE FOLLOWING (NO PLAN COVERAGE): STA. 80+74 (55.8G STA. 89+57 (56.16 STA. 91+48158.45 92+08 (58.45 STA. 93+27 (55.94 STA. 121+17 (29.87' BOXES RECONSTRUCTION LOCATIONS LT): (1 EA) LT): (1 EA) RT• (1 EA) LT): (1 EA) LT). (1 EA) LT): (1 EA) I�IETR0 , I I I I I I I I I I I STA. 1 ] 0 7158 OFF. _ (EXIST. LT) STA. 109+0034 R/W LINE ROLE 20978 CKT. A2-11 OFF. _ (E54, X = 51985641' POLE 20. 54, CKT. A2-II Y = 519356.41' X = 920858.15 oW Y = 519851.15' o I I 1 I I ll\ I l I II —`�-R/JN L �� —rniQ I �_ STA. 1] (552c68 OFF. _ (EXIST. LT) I 630-2-12 17 EA POLE NO 60, CKT A2-IV R/W LINE X = 921110.69' Y = 5,86557' RW LINE :/�7 IV TsimiwwwwA5�N✓F - - .. I 11� ... I - O r��� / ,C y-BF000, = • Fa -'e a: �" % FDC a INS ''� 5 p ppp - r� 1 G •• ` -/e tQ @E Jg d -:-Pa e ae o- FfDi _ _ .erD7= e€IlC{�pL '-cfk]t- -- - BF 67>3 ;DTJ= 3 e - a StE— 61-a- --- @ -f2✓\ - - OTV ECe("� - O __ J R/� INE ,SrD E4D}/ l BE(D D} D) BE(D} D -SUV -B1(3' ST 0E(D} E `�"� - - E(D} BE(D, ��))�� 114+60.00 �p 1 BE(D} SW (D) -// S!D'-- - - iIIs � ro Sn} �8E - _- BE _ _ D --- 5 D) ( a5ta) I- m Dry T� 6rf7x rD) g� ref ---- 5 !D 1 1 W(D} 5 D. kV(DN _ iaN(A-)- W(D}- -' WfD}J,5 ZZZ-__Sftl}____ a c �}} ti F , ` 5(Bl ' ' 5(B} ' ' _ _ _ _o!D)- - -�.i - .-�`'fB} _ �. •� e '------ •, 1 D--- i) E(D)-- -- BE(D BE(Ql ' -8F/n2 - !D) 8E(DL - - - _8€(r Fay 00 O B� - - `_ -Tin ( ! - N/V D)- W DA• .� �_ - - $E(DI- — D (D7 tst ul - - - } � D lW( 1 W(D ( } - - Qi,�,j F *H8UD}'= --G(D) GfD)G(gJ 1 �� -/ G(D7 rD) GfC '� - - .�oks } W(Qi D) 1 - W( 4 W( VV! } 0 -D m IGi D) G�D) . _YDI m WrG D) - ) S(D� W rIGi D) S!D)- V F WI D} -�: D wrAra.- W • IQ- 9Q PRj2P-0SED LDAOCENTE�4 '42" I20/240 1 PHASE,W_ V,,k l - 7.1611111Mar � -- �•�',p2ylh—+ '�''# (4!Cf)� r12 D)I// /630�2GI2) `� �5 WIRE, SERVICE FEEDER 3#2 10-0 AMPS, 240V, r- - 2 POLE I AI J CKT BREAKER , OFF 76I LINE I i ^ OFF. = 23.92' RT y7 STA. 111+4.934 `---o630#2 I 1 �RU�O = 85 LF J RUN 75 LF --� STP. 108+77.04 STA. 209+5688y' OFF. _ (EXIST. RT) OFF. _ (33.80' ,41-.) POLE N0. 53 CKT A2-III POLE NO. 55, CKT. A2-111 X = 920837.83' X = 920917.60' PROPOSED SERVICE FEEDER Y = 51978752' / I Y = 519790.62' 2#2, 1#2 (iN) IN I 2'C / 1 y OFF. _ (EXIST. RT) POLE NO. O. 59, CKT. A2-V X = 921108.71' Y = 519803.48' _4#6 (A2 1I, A2 ]II), 1#6 (GN D. IN 2'C 4#6 (A2-11/, A2-V), 1#6 (ONO) IN 2"C BE(D SW 1 AVE @ SIT 1 AVE OTV OTV - 6F0C(DAF -----0i 630-2-12 \ 2 RUNS (a 50 LF INTERCEPT EXISTING LIGHTING CIRCUITS IN EXISTING PULL BOX. REPLACE PULL BOX AND RE -CONNECT EXISTING CIRCUITS TO PROPOSED CIRCUITS. EXIST. LOAD CENTER "A2" TO 8E REMOVED EXIST. 120/240V, 1 PHASE, 3 WIRE, ELECTRICAL SERVICE TO BE REUSED BY FPL STA 111+27.60 OFF. _ (EXIST. P,T) POLE N0. 58, CKT. FPL X = = 57784.43' Y 921051979.45' R/Ill LINE l l —� STA. 1109.62 l l l OFF. _ (EXIST. POLE ND. 57, I X = 920990.31' / Y = 519792, 23' l / / / / / / / / / / / --/ --@C-/ _ —__,_ RT) CKT. 1 RUN 6 65 LF A2-111 R/W LINE— N Q Z. 0 EZ W S LEGEND CONDUITS, PULL BOXES I W REVISIONS ENGINEER OF RECORD ,F TOTS OF Fr OR.P0,9 �UFi Y.l2TRfiR.'aT OF TRAIIS'YO2TATdP/IV OFF -SYSTEM AGREEMENT EXHIBIT S SHEET NO. DATE DES-RIPTIDN DATE DFScRIPTIDN CH RISTOPH ER W. TILLIT, P.E. LICENSE NUMBER 73059 PREI'�IERE LIGHTING d TRAFFIC, INC. 2D55A , LiO IDA: ENTIE. SUITE 217 NO. COUNTY FIN4NCIAL PROTECT ID L-16 SR 972 MIAM1-DADS 445998-1-52-01 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 4-SECT., 1-WAY 2 EXISTING (TO REINAIN) INSTALL RETROFIT HACK,'LAI tS 0`50-2-'09 2 EA EXISTING SIGNAL HEAD DETAILS Di D1110 3-SETT., 1+I1,4Y EXISTING (TO REINAIN) INSTALL RETROFIT BACKPLAI ES I 650-2109 3 C4 PEDESTRIAN HEAD DETAILS P2 P4 4 P❑" D. SIGNAL GUNT-DOWN 1 SECT., 1 I'VAY 0 AS 653-1-11 I PED. SIGNAL COUNT -DOPE I -St CI - 2-1.1,AY I L5 I 653-1-12 I L LAN 8R� PHASE 1 �-3 © P6 5-SECT., 1-6 4 2 EXISTING ITC, REMAIN) INSTALL RETROFIT EACKPL, ES I 650-2-109 12 CA 0 • R/0-3E 3 EA R10-3E 9" X 15" G EA SIGNAL OPERATING PLAN 12/2k 4r 4RI D, R1 SIGN DETAILS 5-SECT.,1-WAY Brickell Avlll 4 EXISTING (TO REINAINI) L INSTALL RETROFIT RACKPLAI ES I 650-2-109 3 EA R10-3E 6 EA P2 I f � 4R 12R I J I 2 l P2 6R� P2 < � 6 P6 8R P6 2R 2 1\� 6R/ 5 PHASE 2 PHASE 3 / P6 NOTE TOTAL WATTAGE FOR INTERSECTION = 360 CONTROLLER OPERATION 1. MAJOR STREET: BRICKS LL AVE MINOR STREET: SR 972 / CORAL V/AY ti 2 PHASE 1, 2, 3, 5, AND 6 ACTUATED AND PHASE 4 RECALL P2 LEGEND PEDESTALS, CONDUITS, PULL BOXES, CONTROLLER CABINET, SERVICE DISCONNET PHASE 4 EXIST. IISNS TO REPIAIN /7\ II -SE 13 STII— Coral Way II EXIST. IISNS TO REMAIN --SE 12 TER'I 11 EXIST. IISNS TO REMAIN 1� II SE 12 TER-11 IL � EXIST. IISNS TO REMAIN SE13ST-1111 IL Coral Wa/ — ICI 36 LF EXIST. IISNS TO REMAIN PED DET 1 EA 1 EA 1 EA 5XI5T( 1�4ASr 2x ARM 1 ❑ I( EXIST. / / p2 IL�I PED / SIGNAL / NW CORNER PROPOSED FPL SERVICE POINT 113 LF 1 EA 113 LF 630-2-12 635-2-30 639-2-1 ALUMINUM PEDESTAL STA. 30463.57, 55.46' LT 630-2-12 635-2-11 646-1-11 665-1 11 PED DET -PED POLE P4 -PED SIGNAL NW CORNER EXIST CONTROLLER CABINET (TO 8E REMOVED) EXIST. 134ST ARM & PED SIGNAL P2, TO REMAIN STA. 121+23.00 7.84'-LT 9 LF 3 EA 1 EA 630 2-12 635-2-11 665-1-11 T. ELECTRONIC DEVICE TO RED ON MAST ARIN V4('3'R 972/S1M/('S 7)-t -- ON 1 R/W LVIE�' EXIST. SIGN IL RED _J (TO REMAIN) EXIST. SIGN 2R PG- --P4 �J • 8 4- — \BR P8---P8 PHASE 5 VIDEO DETECTOR CONNECTION CHART VIDEO CONNECTED TO DETECTION DETECTOR MOVEMENTS ZONE v-1v-2 I3. ,vsa,vee 3 VIA PHASE 6 CONTROLLER TIMING REFERENCE TABLE VEHICLE MOVEMENT 2 C— NO 1 TURN (T0 REMAIN) 630-2-12 3 RUN @ 81 LF (3 SIGNAL) PED SIGNAL PED POLE- PED- DET SW CORNER LUI'/IINUM PEDESTAL STA. 120+96.80, 36.82' RT 22 LF 630-2-12 2 EA 635-2-11 1 EA 646-1 1 EA 665-1-11 E IST- MAST AR1N (TO REMAIN) 4LUMINUIN PEDESTAL STA. 121+07.33, 4831' RT 41 LF 1 EA 1 EA 1 EA 630-2-12 635-2-11 646-1-11 665-1-11 630-2-12 3 RUN u1 168 LF (3 VIDEO) RAN LINE PROP. CONTROLLER CABINET STA. 121+08.71, 82.07' RT APPROACH DIRECTION NRL SBT ERL PBT 5RL NUT INK EBT APPROACH POSTED SPEED (MPH) 30 30 35 35 30 30 35 35 RED CLEARANCE DISTANCE (FEET) 114 133 123 130 117 138 155 130 YELLOW CHANGE INTERVAL !SEC .1 4 0 a 0 a 0 a 0 a 0 4 0 a a 0 RED CLEARANCE INTERVAL 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 PEDESTRIAN MOVEMENT 2 PED. CR055IN'G DISTANCE (FT) )4 100 I8 92 PEDESTRIAN WALK INTERVAL (SEC.) PEDESTRIAN CHANGE INTERVAL (SEC.) 21 29 22 26 1 PI 6 EA 1 EA 1 E.4 1 AS (M660-X) 632-7-1 635-2-11 635-2-12 660-4-11 670-5-140 684-90-102 1 EA /N PED SI-GN PD t DEET MEDIAN ALUr1INUM PEDESTAL STA. 30+69.81, 4.86' RT 1 EA®I 1 EA 646-1-11 630-2-12 ( UG 4) LF 2 R/) (0 pFI5 O/II 630-2-12 r P. 2 RUN @ 55 LF ;`',® (2 l5)GNAL) 'i' XIS/. )PED PG! PED SIGNAL P4, AND DETECTOR - (TO BE REIIIOVEC SLIRV EV SR 972 EXIST. RED SIGNAL P2 AND DETECTOR (TOI BE RMINOVED) °ND SIGNAL P8, DETECTOR ( 0 BEEINOVED) N�- 2/2R -PED SIGNAL -PED POLE PED DET SW CORNER R/VV LINE PROP- SRVC- DISC ST4. 121+04.91 OFF. 102.02' RT 6 LF 3 EA 1 AS 10 LF 1 EA 630-2-12 635-2-11 639-1-122 639-2-1 641-2-12 BED (ED (Ed) 32 LF 1 EA PED DET -MAST ARIL -Ugh, NE CORNER 0 10 40 Feet EXIST. I'1AST ARM AND PED SIGNAL P6 (TO REMAIN) EX1ST 11AST ARM STA 30+73.82, 57.99RT 1 EA 1 EA V4 635-2-11 665-1-11 PED SIGNAL PED DET E CORNER 5-23.004, F.A.C. z 64 4-30 SE 12 TER 1 RUN @ 33 LF 65 NINUIN PEDESTAL -Al SIGIIAL) pz _- _ fi3111 JZ 635-2-11 O 1 EA 646 1 EA 630 1 RUN (1 VID XI5T.1 D Sf 0 REINST RIP 1,05 LF OC 79 LF AL) T ARM A.4,85+44 j0.03 ilflaaff BIM v, G!VAL ;'., , EI4A1N ID / EXIST A -TOR / PED \ (TI4E �RE, (ACED) / POLE \ 4/IN LLIVtS- RED- DET MAST AP,M PED SIGNAL) SE CORNER LA 29+6 PEDESTALLPB, -1 1 I , STA. 29+65.24, 45.74' RT EXIST - If�P,) 1 EA' 665-1-11 I l PED 1 SIGNAL PED A DET REMOVAL ITEI'NS. 646-1-60 653-1-60 670-5-600 A SE CORNER / 4 EA 1 AS 1 A5 US 1 BRICKELL AVE & SE 13 ST (CORAL WAY) INTERSECTION ID N0. 2255 REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION JORGE A. LOPEZ, P.E. LICENSE NURIBER 73797 EAR U.S. SERVICE INC. 201 ALHAMBRA CIR. - SUITE 800 CORAL GABLES, FLORIDA - 33134 STATE OF FT(A2TNA 00Y.l 2TRf.R?a'T OF TPA 504/012TA T0ON ROAD NO. COUNTY FINANCIAL PROJECT ID SR 972 MIAMI-DADE 445998-1-52-01 OFF -SYSTEM AGREEMENT EXHIBIT SHEET NO. T-13 C FILE DIGITAL THE OFFICIAL RECORD OF THIS SHEET I5 THE ELEC PROP_ RECTANGULAR RAPID Sta. 261+12.42 FLASHING BEACON ASSEr48LY NOTES: SIGN DETAILS WITH ACCESSIBLE DETECTOR 161.77' LT. PER I' ADC 54--' #654-00]-009 A ® © A 6 1. TOTAL LOAD FOR INTERSECTION: 322 VA . STA 260+424270 630-2-12 LT) 10 LF PROP. FPL SIGNALIZATION A vl 635-2-11 1 EA Iw �E635 2RVICE P30NTI7 EA ryy PUSH CPUSH 639 2 ] U LFII BUTTON TO BUTTON TO (2#6, 1#6 (G)) P8 ❑ > QPROPOSED • / RUN: 1 POWER SPEED FEEDBACK VV1G-7PL W76-7Pft 24" X 12" 24" X 12" \ RN ON RN ON 654-2 ] 2 I 5ASSEMBLY • 630-2-12 ]ZU LF ft RFB 5 EA665-1-12 5 EA WARNING WARNING 1 EA 635-2-1/ EA DC D 700-0 0 70 40 7T o00 24"x4.5�� MI MI PROP.639-2-1 III FER TO SHEET NO. U. T 6 _ (REFER6 120 LF (2#6, 1#6 (6')) 10 61/ 11-02 O O FLASH G 6EACON A55EII6 LY ®6 N 2Ez�9yL# MORDETAILS) 3Z 47.z7' LT) Feet 36" X 36 YOUR �� WITH ACCESSIBLE DETECTOR ((DC OPL #654-001-009 II RAN LINE 630-2-12 15 LF l0 EA SPEED SPEED PER ft70-25 R70-25 STA. 260+47.45 (3.43' LT) II�• 1 RUN: 1 POWER 635-2-11 1 EA LIMIT-' 9X ]2" 9��X ]2" 'P3 630-2-]2 5 LF Il In 130 LF G30-2-12 639-2-1 15 LF 3 5 1 EA" 3 EA 639 2-77 2 EA II 1 EA 635-2-11 2#6. ] #6 (G)) 180 LF 639-2-1 700-141-132 1 EA R02-01 �402-15 639-2-] 654-2-12 5 5 LF f2#6, I#6 (G)) 1 AS o_ - �'� (2#6, 1#6 (G)) PROP_ FPL SERVILE 30" X 36 30" X 42' 665-1-12 1 Ea �? - I(,� • • • DISCONNECT .AND METER 2 EA 2 EA '- 2 RUNS: 1 POWER, STA. 263+05.17 (43.52' LT) " ] RRFB 635-2-11 3 EA G D)__ 2 RUNS: 1 POWER 1 RRFB _�c� 630-2- 2 6639- 22 1 AS / I p.� 9 63 -2-1 5 LF 639-2-1 3 LF 0 35 LF 630-2-12 r-'s (2#6, 1 #6 (G)) 641 -2-12 1 Ed MATCH LINE A (2#6, 1#6 (o)) 35 LF 639-2-1 �� ky _ _ - - -} - _8 D _ _ _ _ UVI��((ggyyuu �V( 939YA111)� ��o _11' _ .,F i ) "BFO(�(-� OCjD7 11 FOC(D).. efO _ _BFOC(D)• w- 1 7-TWITA -t y — - 0(,EDi _ � -- ., - c.SR 972/CORAL WAY/SW 22ND ST ® 111u(D} Sta. 261 +14.88 E ,REMOVE EXISTING ._ ---- --- - — M UM fir- -64-.58'-LT.VV(Ul Iv + wl . -- SPEED FEEDBACK - - - . _. - OF SURVEY- SF? 972 - - - SIGN A55EM BLY — I A°_ 2Cri- I ' 1 - SR 972/CORAL WAY/SW 22ND ST ,� REMOVE sEMe_r EXIST.• RRFB — — — — - - 2 7 POWER, — — — — .D Sta. �BT+ 4.69 7 RRFB �� 1 59 8 RT. � _ BT(U) -- - - / 7 � 63g -2-1 ) 6T�) 20 LF (2#6 )) BT(D). ild Y E:�.,e `I If )�l ` -- — • 111811 Z_ -P III D) vBF 11 1 I _ SI'C P - acnr v �P• • ,af?± �Il Enr�ASti}n p _ Kar=��' FDOU - - - DY �.... D!`/f21 ] • - �• -ll7 __ — PRE°. RECTANGULAR RIPCD 2 RUNS: 7 i�j o R/ LiE -•� V'- _ �- 1 RRFe eEAL aU A55�I 0BLY 1 RFIF, 1.PEDESTRIAN IADVEIIEIVT SHALL BE III 50 LF 630 2-72 1 PER I/IDC UPL #654 001 009 A : �I� 'j' +,.. TIMED AND FLASH FOR 20 SECONDS 50 LF 639 2-1 (Il/fTHDUT PUSHBUTTONS) STA. 260+43.49 (36.17 RT) q C 1 `�'I UPON TSON. ALL RRFB (246, 1#6 (G3 630-2-12 25 LF 1 { _ ®• ASSEMBLIES SHALL FLASH ASSEMBLIES • SIMULTANEOUSLY. PROP. RECTANGULAR ,RAPID 635-2-11 1 EA 0 W ` t 2 REFER TO FOOT STANDARD PLANS FLASHING BEACON ASSEMBLY ACCESSIB E DETECTOR CONTROLLER TIDING REFERENCE TABLE 639-2-1 25 LF INDEX 654-001 FOR ADDITIONALWITH DETAILS. PEDESTRIAN FLASHER UPON ppp ppp PER MIX UPS #654-007-009 PEDESTRIAN I'4OV EI=1EN7 P8 (2#6, 1#6 (G)) Q �� ACTUATION ONLY. STA. 260+4786 (2.90' RI) Y PEO. CROSSING DISTANCE (FEET/ G5 I 654-2-12 I 1 AS II - III ' 3. SYSTEIN SHALL PROVIDE VERBAL 630-2-12 15 LF Is PEDESTRIAN VIJLK ^� GUIDANCE ON CROSSING THE RO NOVI AY 635-2- 1 ] 1 EA t AFTER TOE .SYSTEM IS ACTIVATED. SYSTEM SHALL HAVE THETO 639-2-1 15 LF P3 a PEDESTRIAN CI FARAIJCF 20 ®® I III N III "h ,ABILITY FIELD ADJUST THE VOLUME LEVELS OR 12#6, 1#61G)) PROP. RECTANGULAR RAPID ®® _ 1 .� BE TURNED OFF IF REOU/RED. 654-2-12 1 A5 FLASHING BEACON A55EINBLY 665-i-72 1 EA /ITH ACCESSIBLE DETECTOR GT 1 RUN 1 POWER END SIGNALIZATION PLANS PER INOc DEL #654-DD1-DD9 STA. 260+39.60 (47.55' RT) • 630-2-12 115 LF 630-2-12 5 5 LF 635-2-11 1 EA STA. 263+10.00 SIGNAL CABLE REMOVAL ITEMS 635-2-11 2 EA 639-2-1 115 LF (2#6, 2#6 (,N)) 639-2-1 PROP. FPL SERVICE 5 LF (2#6, 1#6(G)) EXIST. FPL SIGNALIZATION 69 FT = LENGTH OF MIDBLOCK CR055VUALK I 632-7-1 I 1 PI 632-7-6 1 PI 654-2-12 (1ET DISCONNECT AND INETER 1 AS STA. 260+56.64 RT) REMOVE EXIST. 52.81' ( SE4VICE POINT TO REMAIN 3.5 FT/SEC = A.G. WALK SPEED OF PEDESTRIAN 639-2-6 160 LF 665-1-12 1 EA 635-2-11 3 EA CONCRETE • I 635-2-30 I EA 69/3.5 = ]9.7 = 20 SECONDS 641-2-60 1 EA 639-1-122 SERVICE POLE 1 PS 654-2-60 4 AS 1 RUNT 1 POWER 00-141-902 z EA 639-2-1 36 LF 62 LF 63o-z-1z RRFB - ID# 7307 - CORAL WAY @ SW 2100 BLK 641-2-12 1 EA 35 LF 639-2-1 Sta.261,12.94 ESFBS - ID# 7309 - CORAL WAY @ SW 2085 BLK (2#6, 2#6 (N)/ 172.31 RT. REVISIONS ENGINEER OF RECORD STATE, OF FPO27BA LIEP,I.RII.If.R2CT OF TRA II4PU9TAT0UAI ;L� SIGNALIZATION PLAN SHEET NO. DATE DESCRIPTION DATE DESCRIPTION LHRISTOPHER VV. TILLITP.E. IN LICENSE NUMBER. 73059 PREI'1IIERE LIGHTING & TRAFFIC, INC. 2555 NW 102ND AVENUE, SUITE 214 DORAL, FL 33172 ROAD NO. COUNTY 0 505 01AL PROJECT ID T-4 SR 972 MIAMI-DADE 446003-1-52-01 BEGIN LIGHTING PLANS STA. 259+40.00 POLE NO. 2 STA. 259+91 OFF. = 48.86' LT. X = 910135.52' Y = 515859.97' CKT D-II R/ICI LINE REPLACE EXIST. SOD CORD, CONNECTORS, FUSES. AND IN -LINE FUSEHOLDERS AS REQUIRED. POLE NO. 4 STA. 260+52 OFF. = 48.77' LT. X = 910196.07' Y = 515E62.43' CKT D-II E G(I 7 RAW LINE REPLACE EXIST SOW CORD, CONNECTORS, FUSES, AND IN -LINE FUSEHOLDERS A5 REQUIRED. POLE N0. 6 STA. 261+43 OFF. = 45,03' LT. X = 91028730' Y = 515862.52' KT D-11 REPLACE EXIST. SOVI CORD, CONNECTORS, FUSES, AND IN -LINE FUSEHOLDERS A5 REQUIRED. SCOLL REPLACE EXIST. PULL BOXES DUE TO SIDEWALK ,RECONSTRUCTION (NO PLAINS COVERAGE). 1 635-2-11 112 EA RAVI LINE D} 4V(DL VV(0+ 0 W(D) Vl( ,REPLACE EXIST. SINN CORD, CO NNECTORS, FUSES, AND _ N LI JE FUSEHOLDERS AS ZEQU IRED. REPLACE EXIST. SOW CORD, CONNECTORS, FUSES, AND IN -LINE FUSEHOLDERS AS REQUIRED. __SAC) RAD LINE POLE NO. 3 STA. 260+40 OFF. = 48.68' RT. X = 910188.32' Y = 515764.56' CKT D-III POLE N0. 1 STA. 259+53 OFF. = 48.78' RT. X = 910101. 65' Y = 515760.81' CKT D-III RAW LINE _--r, T(D) 1G AZ II. 0 10 40 Feet L-)IV(D)- 4V(D& W SR 972 / CORAL WAY / SW 22 ST SR 972 / CORAL WAY / SW 22 ST OEiRTID — BT(D) -- BT D) BT(D) -� -BE---72CparIo_ER---- - -- - �Fa 9- - _---�f-- ,� —RAVV LINE PULE N0 5 STA. 261+41 OFF. = 49.17' RT. X = 910289.57' Y = 51576832' CRT D-III REPLACE EXIST. SOW CORD, CONNECTORS, FUSES, AND IN -LINE FUSEHOLDERS AS REQUIRED. R/V/ LINE NOTE: REFER TO SHEET N0. L-5 FOR LOCATION OF PROPOSED LIGHTING LOAD CENTER REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION CHRISTOPHER W. TILLIT, P.E. LICENSE NUIUBE4 73059 PREINIERE LIGHTING & TRAFFIC, INC. 2555 NW 1026d AVENUE, SUITE 214 DURAL, FLORIDA 33172 „"T.ATP OF FPO27LA DEP.l 27.IfR?a'T OF TIO-ISPURT IT40 ' ROAD NO. COUNTY F )4) 604L PROJECT lD 5R 972 MIAMI-DADE 44600'3-1-52-01 LIGHTING PLAN SHEET NO. L-4 2#4 (CKT D-IV), 1#4 (G) IN 2 C 630-2-12 1 RUN /5 90 LF R/W L10E� EXISTING POLE D7-193 (TO 0614,4IN) 0 10 40 CKT D-II •p R/W LINE no Feet REPLACE EXIST. SOW CORDV.M, CONNECTORS, FUSES, AND IN -LINE FUSEHOLDERS AS REQUIRED. RE -CONNECT CIRCUIT CONDUCTORS. 4„„*4 (CKT'S D-!I, D-IV), #4 (G) 16 2' C �' 71 2 e n�E-yy I W 1 Q II ( 1 I REPLACE EX15T. SOVI CORD, CONNECTORS, FUSES, AND IN -LINE FUSE40LDER5 AS REQUIRED. RE -CONNECT CIRCUIT CONDUCTORS. EXISTING POLE D3-20o END LIGHTING PLANS (TO REMAIN> STA. 268+38.77 63o z Iz D-IV 1 RUN @ 90 LE A O I tCKT � R/1 LINE R/V/ LINE I / O 'Vt.— o ocfUerucf • J l - -- - a •C--0. e o 4 - 4#4_(LKPS_ -- (14 IN(D) IN(0/ D-l/,8b VJ,_ - - -w( o ,*------h •} rNY(0 -`' (07 I v,'(D - DSR •o} - -_ — DF SURVEY .57T J72 630-2-12 ---- - _ 972 / CORAL WAY /WSIN 22 .ST .• � or rff w W 5�4 E � Sa — — 2A'4 (CKT D-!IC), 0--o _ ]#4 (G) IN 2'C •I — 2 — .� SR 972 CORAL WAY / SW 22 ST LJ 1 RUN 5 2 ' F \I-1 1 BT�B (Nil:, -� ' ( Vie, eru - •1 �,„' ILL--`ILi��/ C7TI)>oL • • A 14 iJ 7 -- 5(F -1 -BB,fUt- eta o - - _ ,� III -- --- EXIST �4oT��/- c �- • 4/IV LINE coNNEcroas, Fuses, AND __--- k/vvlME -- IN-INE FUSEHOLDERS AS REQUIRED RE -CONNECT CIRCUIT CONDUCTORS. DTI i III m j� EXISTING POLE D4-2nn CK REMAIN, CKT D-V EXISTING POLE D2-198 '41 2'VC 1#4 (G) 1N REPLACE EXIST. SOU/ CORD, iTO REM.=IN) 2#2 (FOR), Y47' 630-2-72 CONNECTORS, FUSES, AND CKT D-III ]#2 (NJ IAI 2 C cp r, `h 1 RUN 85 LF IN -LAVE FUSEHDLDERS AS 630-2-12 I 1 � , II II 0 �QNDUCOTDRSCT 1 009 �yI 25 LF 940705EO LOAD CENTER D IiI o II 11 -yI �I II C�RCU IQUIRT STATION 267+30, 53.88' RT EXISTING 120/240V, WIRES:20/240V, 1 PHASE, 3 WIRES 1 PHASE, 3-I/V1RE FPL 26-10uA MAIN CIRCUIT BREAKER LIGHTING SERVICE °DINT (TO REMAIN) _ EXISTING LOAD CENTER D (TO BE REMOVED). RE -CONNECT CIRCUITS TO PROPOSED LOAD CENTER D BEFORE REMOVAL R/VII LINE � LINE � Sta. 267+46.43 80.02' RT. R0449/0NS ENGINEER OF RECORD 4T.ATR OF FPO27NA 2TR f.R OEM OF TRAITS PORT �y LIGg/I TING /[-LAN �y LIGHTING g]( /v PLAN SHEET NO. DATE DESCRIPTION DATE DESCRIPTION CHRISTOPHER W. rILJT, P.E. LICENSE NUIUBE4 73059 PREINIERE LIGHTING & TRAFFIC, INC. 2555 NW 102,9d AVENUE. SUITE 214 DURAL, FLORIDA 33172 ROAD NO COUNTY FINANCIAL PROJECT !D L-5 SR 972 MIAMI-DADE 446003-1-52-01